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WS-18-1636Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-6-18-1636 Permit Type: Windows/Shutters cork Ciassification: Window/Door Replacem Permit Status: APPROVED Issue. Date: 6/ 14/2018 Expiration: 12/11/2018 Parcel Number Applicant 5 NE 96 Street Miami Shores, FL 33138- 1132060130820 Block: Lot: EVELYN CAMPOS Owner Information Address Phone Cell EVELYN CAMPOS 5 NE 96 Street MIAMI SHORES FL 33138-2723 (786)457-1325 Contractor(s) PRESTIGE WINDOWS & DOORS (305)820-5999 Phone Cell Phone Valuation: Total Sq Feet: $ 23,721.00 0 Type of Work: REPLACING 15 WINDOWS AND 3 DOORS TO No of Openings: 18 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $14.40 $4.20 $2.80 $4.80 $280.00 $12.00 $19.20 $337.40 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-6-18-67931 06/14/2018 Check #: 4252 $ 337.40 $ 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 strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate an construction and zoning. Futhermore, I authorize the above -named contractor to c hat all work will be done in compliance with all applicable laws regulating he wo c st d. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy June 14, 2018 Date June 14, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-306471 Permit Number: WS-6-18-1636 Scheduled Inspection Date: September 13, 2018 Inspector: Naranjo, Ismael Owner: CAMPOS, EVELYN Job Address: 5 NE 96 Street Miami Shores, F 3138- Project: <NONE> Contractor: PRESTIGE WINDOWS & DOORS Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number (786)457-1325 Parcel Number 1132060130820 Phone: (305)820-5999 Building Department Comments REPLACING 15 WINDOWS AND 3 DOORS TO IMPACT Intractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid September 12, 2018 For Inspections please call: (305)762-4949 Page 18 of 42 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 BUILDING PERMIT APPLICATION RBUILDING ❑ ELECTRIC ❑ ROOFING Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION VE RN1,42Q1 FBC 20I-1 � S t 6—Ilp3Sc' ❑PLUMBING ❑ MECHANICAL Et PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR JOB ADDRESS: 5 NE 9 (, S City: Miami Shores County: County: Miami Dade Folio/Parcel#: 1 4-3QOG O 4 -a galo Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): EVeiV in Ca rYVPS Phone#: 4 o 'r ✓ T 13as- Address: 5 N f ct 6 SI City: M 1O i)1 1 J 1,1 ZYYe' .S State: (v`-1 d Q Zip: 61325 ❑ RENEWAL ❑ SHOP DRAWINGS Zip:' I38 Tenant/Lessee Name: Phone#: • Email: NO FFE: CONTRACTOR:.�Co�mpany Nam�e::C("41\tV)U 1Y\C �S < WS Address: 5>J U FL&J 1.6%1 OJT City: I C( )'f 1I State: F!6%idq �7 Qualifier Name: Ojn')tl°h.C( SCZ7Q Phone#: �(75. g� ( Q State Certification or Registration #: Q On r1 ‘:78' Certificate of Competency #: DESIGNER: Architect/Engineer: E110 1 nee'} Y)9J 1 �Xps'rrCS Phone#: Z J7 -OSq 066'0 Address: 10Oa S 1� .7 ''1-e_ & j 106 City: r(Jd 2C tate: 1 Zip:3 f , Value of Work for this Permit: $ 2-3/Ia1 Phone#: 3105'22i0 1 (1'' Square/Linear Footage of Work: Zip: 33014 Type of Work: D. Addition El Alteration El New I< Repair/Replace n Demolition Description of Work: �- QG nod /-cJ I ncU S gc 3 dc0 Cs to ; O pa Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ GO Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ L- �.1 DBPR $ (I, Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 31 . �� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, ,POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of s posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 14 day of i' t�i--1/ , 20 q , by Vi CQ k 4YS , whr�'a personally known to me or who has produced /- as me or who has produced identification and who did take an oath. identification and who did take an NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: • Print: , # � _ W _ Print: Seal: P Notary Public State of Florida Seal: Jessica Gonzalez v Q My Commission GG 107252 Or op Expires 05/23/2021 Signature •NTRACTOR I. The foregoing instrument was acknowledged before me this 1 day ofp�'1 ,20 I$ ,by• Cr/Si SCtZO, who is personally known to as Lid MIL WW1_ _PIAMPIPPIPP Allifisammanatrimia o ry -u• tate of Florida th. Jessica Gonzalez it My Commission GG 107252 ‘os, Expires 05/23/2021 ***************************** . ** * l�` :****************+K#,k**************** **********************+F**7 *** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement Qualifier ner Si aris6a 5cavt,c22.6 Date Print Name ks Notary Public State of Florida • Jessica Gonzalez My Commission GG 107252 Fd Expires 05/23/2021 Property Search Application - Miami -Dade County 3/28/2018 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0820 Property Address: 5NE96ST Miami Shores, FL 33138-2723 Owner EVELYN A CAMPOS Mailing Address 5 NE 96 ST MIAMI SHORES, FL 33138-2723 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 / 1 / 1 Floors 1 Living Units 1 Actual Area 1,889 Sq.Ft Living Area 1,423 Sq.Ft Adjusted Area 1,626 Sq.Ft Lot Size 9,750 Sq.Ft Year Built 1950 Assessment Information Year 2017 2016 2015 Land Value $243,639 $243,639 $185,196 Building Value $113,170 $113,170 $113,170 XF Value $1,265 $1,265 $1,012 Market Value $358,074 $358,074 $299,378 Assessed Value $117,453 $115,038 $114,239 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $240,621 $243,036 $185,139 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 (Le. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 S1/2 LOT 13 & LOT 14 BLK 6 LOT SIZE 75.000 X 130 OR 15933-1648 0593 4 Generated On : 3/28/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $67,453 $65,038 $64,239 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $92,453 $90,038 $89,239 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $67,453 $65,038 $64,239 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $67,453 $65,038 $64,239 Sales Information Previous Sale Price OR Book - Page Qualification Description 05/01/1993 $0 15933- 1648 Sales which are disqualified as a result of examination of the deed 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 WiNi)OWS & IXDORS Job Name: Campos Residence 5 NE 96.St. Miami Shores, F1.33138, Mark Size Sq.Ft. Type Noa Noa Press Cale Press 1 36" x 80" 19.8 FD 16708.1 - 65,+65 -41.6/+3 8.2 2 37" x 63" 15.75 Fixed 17-0918.07 -80/4-80 -41.6/+38.2 3 30" x 80" 16.5 FD 16708.1 -65/+65 -41.6,+38.2 4 53" x 38.3" 13.2 HS 17-0918.09 -65/+65 -41.5/+38.2 5 74" x 63" 31.5 HS 17-0918.09 -65/+65 -39.8,+36.4 6 35" x 81.8" 19.72 FD 17-1226.05 -80/+80 -41.6/+38.2 7 37" x 50.5" 12.75 Fixed 17-0918.07 -801+80 -50.01+38.2 8 37" x 50.5" 12.74 Fixed 17-0918.07 -80/+80 -50.0/+38.2 9 74" x 50.6" 25.5 HS 17-0918.09 -65/+65 -47.9/+37.2 10 37" x 38" 9 HS 17-0918.09 -65/+65 -43.4/+40.1 11 37" x 38" 9 HS • 17-0918.09 -65/+65 -43.4/+40.1 12 74" x 50.6" 25.5 HS 17-0918.09 -65/+65 -47.9/+37.2 13 37" x 50.6" 12.75 Fixed 17-0918.07 -80/+80 -50.0/+38.2 14 37" x 50.6" 12.75 Fixed 17-0918.07 -80/+80 -41.6/+38.2 15 26" x 53" 10.5 Csrnt 17-0918.11 -77.9,+74.9 -43.4/+40.1 16 59" x 63" 25.7 Fixed 17-0918.07 -48/+48 -40.6/+37.2 17 26" x 63" 10.5 Csmt 17-0918.11 -77.9/+74.9 -43.4/+40.1 18 37" x 63" 15.75 Fixed 17-0918.07 -80/+80 -41.6/+38.2 171 .16 .115 1" x 4" Mull Noa 18-01.29.08 - 14 13 •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • t • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • • • ,o • • • • • • • • • • • • • • a • • • A3 m rn d m O • • • • G • • • • • • • • • • • • • • • • • • •td• • • • • • • • • • • • • • • I. • • • • • • • • • • 0•• • • • •i^ • 0 • 01/09/2018 - 12:09pm inteml V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\_Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONE4 PRESSURES Mean 7 Roof DESIGN PRESSURES (PSF) - Z • E 4 Tributary Area (Sq Ft _ - Height 10 20 30 40 11 . 5d, 0 -15 ft `-43.4 -41.61 • -40.6 -39.S +40.1 +38.2 +37.2I +36.4 3 9- 18 ft -45.1 -43.3 -42.2 41.4 -40, +41.6 +39.7 +38.6 +37.9 +37.3 20 ft -46.2 -44.2 -43.1 -42.3 -41.7 +42.6 +40.6 +39.5 +38.7 +38.1 25 ft -48.4 -46.4 -45.2 -44.4 -43.7 +44.6 +42.6 +41.4 +40.6 +39.9 30 ft -50.3 -48.2 -47.0 -46.1 -45.4 +46.3 +44.3 +43.0 +42.2 +41.5 35 ft -51.9 -49.8 -48.5 -47.6 -46.9 +47.9 +45.7 +44.5 +43.6 +42.9 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 +49.2 +47.0 +45.7 +44.8 +44.1 45 ft -54.8 -52.5 -51.1 -50.2 -49.5 +50.5 +48.2 +46.9 +45.9 +45.2 50 ft -56.0 -53.7 -52.3 -51.3 -50.6 +51.6 +49.3 +47.9 +47.0 +46.2 55 ft -57.1 +52.7 -54.7 +50.3 -53.4 +48.9 -52.4 +47.9 -51.6 +47.1 60 ft -58.2 -55.8 -54.3 -53.3� 4 - 52.6L +53.6 +51.2 +49.8 +48. (+4 `y INTERIOR ZONE I- EXTERIOR ZO EXTERIOR ZONES PRESSURES _Mean tight C,15ft 18 ft 20 ft 25 ft 30 ft 35 ft 40 ft +40.1 -55.7 +41.6 -57.0 +42.6 -59.7 +44.6 -62.1 +46.3 -64.1 +47.9 DESIGN PRESSURES (PSF) - ZO E 5 SiD Tributary Area (Sq Ft) 3 10 _20 30 40 50 -46.4 -45.2 +36.4 +35.9 -48.2 -47.0 +37.9 +37.3 -49.3 -48.1 +38.7 +38.1 -51.7 -50.4 +40.6 +39.9 -53.7 ,5 .4-.- 1442,,2= f+41 ENERAL NOTES: -65.9 +49.2 -53.6 '+38.2 -52.0 +39.7 -53.1 +40.6 -55.7 +42.6 -57.9 +44.3 -59.8 +45.7 -61.5 +47.0 r-47.9I +37.2 -49.8 +38.6 -50.9 +39.5 -53.3 +41.4 -55.4 +43.0 -57.3 +44.5 -58.9 +45.7 WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN 45 ft -67.6 +50.5 -63.0 +48.2 -60.4 +46.9 50 ft -69.1 +51.6 -64.4 +49.3 -61.7 +47.9 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M 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. 55 ft r m z a MEAN 2 ROOF HEIGHT ELEVATION VIti-LISdW-00 COPYRIGHT ENGINEERING EXPRESS® REMARKS DRWN CHKD 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 WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS. ADDITIONS, OR OTHER MARIONGS TO THS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. f -70.5 +52.7 -71.8 +53.6 -65.8 +50.3 -67.0 +51.2 -63.0 +48.9 -64.1 +49.8 GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT t� a ISOMETRIC 44.,, -58.5 +45.9 -59.8 +47.0 -61.0 +47.9 -62.1 +48.8 -57"t14 +45.2 -58.3 +46.2 -59.5 +47.1 -60.6 +48.0 COMPLEX CORNERS INSTRUCTIONS FOR TABLE USE: �1. IDENTIFY THE ZONE OF THE OPENING,d4 N7ELLIOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ON -PROVIDED 70`ri 1.1. ANY QUESTIONABLEOP -TO-BE-CON H DENTIFY THE BUILDING META I�K OOE HEIG T FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANNOT FI D, QSI TH PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP R F Hem TO NEXlf T E VALUE. g2. VALID FOR ALL ROODS EFOR SLOPES °,EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY ARES - 'PE N IN U STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHTr-AN FrEEGfIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU -OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. MRH 60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) SETABLES 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 (GCp1=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. 10. THIS SPECIFICATION DOES NOT FFER-A RODOL-PAP CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH�Ot"IPPR FOR-DESIGNi STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BEVE 'tjER ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR ECMEL'10RD NCES. 12. NO CERTIFICATION IS OFFERED'FO- EGR HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE ER `tea DDITI �A�'. ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ctnmtnzma-nm fRA \`r �-� mi_cIrrtnOClozmmm610 ` rmyrj r=rICD(A UImymA ° 240"�' pm�amu'C • rIT t-r N'/'NtnCim'ti- C7m2� -TI O X mOGTtnA-t3>t OI n 3 ngc,-,zmrmm� avi • D>ZCzo�ZG1 .. - • ••7- �k 41OZOD� '� � �N z • -oi•-I2 1•,-1`.. 11 • R1 ill vE'zxm�b�ZmTs In m C7 z T o"' m.0tt, o Y �p -< 6TH EDITION FLORIDA BUILDII% CQD'E 2017 • • ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING • MASTER PLAN SHEET • • - - • • •• • ASCE 7-10 "' • -V3S i8 1VII9 INEERING RESS® CORPORAre OPPICe: • 1g0 SW 12th AVENUE, SUITE 106 • • L?& i(F:ELD $EACH, FL 33442 • • • �:(954) 354-9660 F: (954) 354-0443 •• • • • Zt AUTM 49846 • € HELLB@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM co 1 -50.01 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: MIANII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy .... • This NOA is being issued under the applicable rules and regulations governing:the, tie of ctifittuction materials. The documentation submitted has been reviewed and accepted by Miami-Daade Cain! RER- Product Control Section to be used in Miami -Dade County and other areas where afloifved by the 'Authority. Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miartiir CotQttq•Ffoduct Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miaiiiv-.Dade County reserve the right to have this product or material tested for quality assurance purposes. Ifitliie•productr ..material fails to perform in the accepted manner, the manufacturer will incur the expense of vntt testing andthe AHJ may immediately revoke, modify, or suspend the use of such product or material •within their Ligigliction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dads 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 FIoricTa Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" .Aluminum Horizontal Sliding.Wiiidaw--L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. • • • . • . MIAMI-DADE COUNTY APPROVED- 'NOA No.-17-0918.09 --- Expiration Date: September 22, 2020 Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 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 S.M.I.)", sheets 1, 1.1,2,2.1,3,3.1,4 through 11 of 11, dated'03129/10 wi hiwvision •• "G" dated 05/02/16, prepared by Al-Farooq Corporation, signedaxpl sealed.By:Javad Ahmad, P.E. • .... . . . . .... . B. TESTS .... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94. • • .. • ..:. 2) Unifoiui.Static Air Pressure Test, Loading ger, ir, TAS 202-94 •; 3) Water Resistance Test, per FBC, TAS 202-24 • 4) Large Missile Impact Test, per FBC, TAS 210•%�i • • • . . . 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 • •. •. • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) • • • 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 E-1 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 alurrittuir fixed window, to qualify DuPont "Butacite" PVB interlayer, Durasea.liVai3d Super Spacer® insulating glass spacer, prepared by Certified Test Laboraterit •Test deport No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh'Cyate1, P•.E. ..•. . (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Unifoini Static Air Pressure Test, Loading per H C, TAf:202-94 3) Water Resistance Test, per FBC, TAS 202-9r•:•: • 4) Small Missile Impact Test, per FBC, TAS 2:01-949 . 5) Cyclic Wind Pressure Loading, per FBC, TAS 20V-94 •. • • • 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 • • • • • • along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) •... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised 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. E--2 5th on ge M. Plasencia, P. E. Product 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 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 Chepiicaj Comppepy.A) for their "Saflex Clear and Color Glass Interlayers" dated 0619714, exp.riii.on . • • 05/21/16. • • • • F. STATEMENTS •••• . . • • • • • . . • 1. Statement letter of confounance, of complying with FBC 5th Edition (2014).and of no.:.. • financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed. arid sealed by Javad Ahmad, P. E. . .. • 2. Laboratory compliance letters for Test Report No. CTLA-33062 ', dat e1.4407/15 issued by Certified Test Laboratories, signed and sealed by Rafx141h.t. Pate1,P. E. . 3. Testing Proposal issued by the Product Control Section, dated 04/08/1•signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E-3 orge M. Plasencia, P. E. Prdduct 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. R). • .• E. • • • • • . MATERIAL CERTIFICATIONS .... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, fnc. fir "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay$1-§rccated 01/19/17, expiring on 07/08/19. • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amelia, tnc. fo;the.ir "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on47,4114/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. . F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/30/17, issued by A1-Farooq Corporation, signed and sealed by Javad 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 . 1 1 1 " �'�� `�` "".•,.,,. FLANGE WIDTH 5" MAX. 7YP MAX. HEAD/SILL 5 5 MTG. STILE 63" FLANGE HEIGHT 58 1/2" D.L OPG. I II I' r 1 --- en tril Oit 6 TT II .1f I I _ g /. V II e 1 D V.�: II FALSE MUNT1NS (SURFACE APPUED) 32 7/8" 32 7/8" ADDL. ANCHOR READ. AT CENTER OF ALL PANELS OPTIONAL D.L OPG. 36 3/8" D.L OPG. FIXED 0R OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL C FLANGE -&-FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL x 0 FALSE MUNi1N5 (SURFACE APPLIED) OPTIONAL BUCK WIDTH 5" MAX. III...... TYP. MTG. STILE 13 5/16" MAX. HEAD/SILL • • I! II I I F F JL ___ g __= i( _____ /. j� ./ . ----�_�-_ J JL_____ vI ' 32 7/8" D.L OPG. 36 3/8" VENT WIDTH 32 7/8" D.L OPG. FIN FRAME 110" 5 1/2" MAX. BUCK WIDTH 5" MAX. HEAD/SILL TYP, Al MTG. STILE m BUCK HEIGHT 58 1/2" VENT HEIGHT 55 3/4" a a 0 glillr } II li X X 1. I I r _ FALSE MUNTINS/ (SURFACE APPLIED)� 32 ( 7/8" ; I 32 7/e' READ. ADOL ANCHOR READ.(SURFACE AT CENTER OF ALL PANELS OPTIONAL D.L OPG. a 36 3/8_ D.L. OPG. FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL 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./H.R. 0R HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE STSIEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS CF THE 2014 (5TH EDRION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTAIIIIPSP•• ACb•A: S W •ON RT LS• �.r•�i AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED'EME�A 'NT�O ;ASC •,: MATERIAL SHALL BE BEYOND WALL DRESSING OR SITS 0. • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIRN OF ANCHORS•�•TTOSNOC) CSLY.• • • ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AIJD•N�N-COI RESSIPLE. • • • • MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLO•R�IDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERILC]•�AI100 gOT P (jE UINFACT,AtfrON • OFRA sat SPECIFIC STRUCTURE RECEIVING JTH S PROD AND 4AALINC♦OF IS IQD:OPEPNAG FO• •R • • WATER INFILTRATION RESISTANCE ETC ��'"'''' • CONDITIONS NOT SHOWN IN THIS 0R 54LLri• ARE tCPBE ANALYZE SEP ELY, • • • AND TO BE REVIEWED BY BUILDING OFFICIAL. - w 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Oa e 09/22/2020 By i M1aml e Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT •MALL MISSILE IMPACT • • • • • • • • • • COMP—ANL\W10-03CGI FAX. (305) 593-6592 0 N0 CHANCE TAS SHEET 8 6 B 5 `8 B S 0 date: 03-29-10 drawing no. W10-18 sheet 1 of 11) • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• 111" �� •••,� v��•r.�••• MAX. FLANGE WIDTH 5' HEAD/SILL Typ. 5 5 iI MTG. STILE r; (I _ _ _IL 5 ) II 5 —/ 6 t / 19 — _ — TIN FALSE MUNs / (SURFACE APPLED) 24 1/2" AOOL. ANCHOR RE00. 49 5/8" \� AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. 28" D.E. OPG. FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL FLANGE & FLANGE ADAPTOR FRAME 110" 5 1/2" MAX. HEAD/SILL FALSE MUNTINS (SURFACE PPUED) TIOL v 5" MAX. TYP. MTG. STILE BUCK WIDTH 13 5/16" MAX_ HEAD/SILL III © III ©` ili v IlP. r 1Lr it it VMI111111.1111MMIONI - 3 IL- -kL v S. 24 1/2" D.L OPG. 28' VENT WIDTH 49 5/8" D.L OPG. FIN FRAME 6) 0 110" 5 1/2" MAX. FLANGE WIDTH 5" MAX. HEAD/SILL TYP. ® -14 MTG. STILE' NO _ _ /./ '/ e O F_____ I I - %� - — U N C1 . n u1 El U.' o r ___ iII II g -- }11/ ( FALSE MUNITINS / (SURFACE APPLIED) — 24 1/2"`\ ADDL. ANCHOR REDO. 49 5/8" \\�AT CENTER OF ALL PANELS 0.l. OPG. �LLL FIXED OR OPERABLE ABOVE 30" PANEL WIDTHS AT HEAD/SILL OPTIONAL D.L OPG. 28• •• • • • • • • •• ••• EQUAL LEG FRAME • • • • • •• • • e •• • • • •• PRODUCT REVISED /� as complying with the Florida BuildingCode • • • • ••• •NDA�•• 77.0t • 9r8.09♦ • • • • • • _ • gyratio•Date 9,24029 • • • • • • ._ • • • • • • By • • -"� • • • • Mi -D rodu ntrol • A�11I11/i Jp CENBOQS /' qp' �'�ceNsp' 70592 l 4" COMP-ANL\W10-03CG1) SERIES SENTINEL 120 ALUM HOE. SLIDING WUW. (LM.L/S.M.L) FAX. (305) 593-5502 REV. PER RER COMMENTS 8 a drawing no. W10-18 sheet 1.1 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 10,11 .•__ r 12 DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES GLASS TYPES FLANGE DIMS. BUCK DIMS. 'A'k'A1', '8'k'81' 'B' lc 111' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(4) INT.(-) 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 80.0 90.0 26-1/2" 25-1/2" 65.0 65.0 80.0 90.0 371_ 36" 37-3/8' 65.0 65.0` 180.0 90.0 53-I/8" 38 /8. - - 1 52-1/8" ( 65.0 65.0 I80.0 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 65.0 65.0 80.0 90.0 53-1/8" L l S. 74' 7 0 5/e" - - 52-1/8" 73' 49-5/8" ,�65.0 65.0 80.0 90.0 65.0 65.0 80.0 90-0 26-172" 25-1/2" 65.0 - 65.0- 80.0 90.0 37" 36' 65.0 65.0 80,0 90.0 53-1/8" fi3" 52-1/8" li2' 65.0 65.0 80.0 90.0 74" 73" 60.2 60.2 80.0 90.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 14" 1YP. - 'XO OR= OX' BUCK DIMS F1AN_GF FRAMF FLANGE DIMS DESIGN LOAD CAPACITY - PSF (X0 014 OX SIZES FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'YA1', '8'8'81' GId55 TYPES '8' le '91' G1AS5 TYPES 'C' At 'CI' WIDTH HEIGHT WIDTH HEIGHT DR.(+) INT.(-) EXT.(+) INT.(-) EXI.(+) INT.(-) 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 65.0 65.0 80.0 90.0 65.0 65.0 55.0 65,0 80.0 90.0 85.0 65.0 55-3/4" 78-15/16" 83-1/2" 38-3/5" 54-3/4" 77-15/16" 82-1/2" 37-3/6" 65.0 65.0 80.0 . 90.0 65.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 85.0 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 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4" 78-15/16" 83-1/2" 63" 54-3/4" 77-15/16" 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 Br/� Mlam -Df ad6�roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• •••• •• •• • •• •• ••• • • • • Y' q �9 ::• ••• •• • ,.. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • • • • ■ • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• • • ATE OF INAL� FAX. (305) 593-6592 rn 0 G 5 ya4 $ v 9 5 0 b a 8 9 O drawing no. W10-18 sheet 2 of 11) DESIGN LOAD CAPACITY - PSF (XOX S ZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL GLASS TYPES 'A'k'A1', 'B'k'131' GLOSS TYPES 'B' & 'BS' WIDTH HEIGHT WIDTH HEIGHT EM.(+) INT.(-) ExT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 60.0 90.0 85.0 65.0 80.0 90-0 74" 106-1/4" 111" 38-3/0" 73" 105-1/4" 110" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" 73" 105-1/4" 110" 49-5/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 108-1/4" 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 )5" TYP. (1/3W) (1/3w) (1/3W) % i r-, f.9 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' SUCK DIMS FLANGE FRAMF FLANGE DIMS DESIGN LOAD CAPACITY - PSF (X0X SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL. B.D. MTG. RAIL B.D. MTG. RAIL GLASS TYPES 'A'k'Al', 'B'k'B1' GLASS TYPES 'B' k 'Be GLASS TYPES 'C' k 'CI' WIDTH HEIGHT WIDTH HEIGHT ER.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 108-1/4" 111" 26" 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90,0 65.0 65.0 74' 106-1/4" 111" 38-3/8" 73" 105-1/4" 110" 37-3/8" 65.0 65.0 60.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 85.0 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" 85.0 65.0 60.0 90.0 65.0 65.0 - - - - 65.0 65.0 _- - - - 65,0 65.0 74' 1 106-1/4" 111" 73" 105-1/4" 110" 82" 65.0 65.0 ) 80.0 90.0 65.0 65.0 c6.371 - - - - 65.0 65.0 - - - - 65.0 65.0 )5" TYP. BUCK DIMS (1/2W) ty rug OPERATING VENTS TO BE 1/4 OF THE 'xox' EQUAL LEG FRAME STD. MTG. RAIL: J H.D. MTG. RAIL: '1\1\ WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 PRODUCT REVISED s complying with the Florida Building Code HOA-No. 17-0918.09 Expiration Data 09/22/2020 By _ Miami -Da roduct Control FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• ••• • • • • • •• • • • • • • •,.: - • i • • • • ") •4_y•,r., •• ••• •• 's'' • • ••% • ••• • ••• • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• • •• • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • p W p -o o = N a �r8 3 N I o 9 'p 3n C ZEl: ,-, 0 . p -s 6 U-5,4 FAX. (305) 593-6592 drawing no. W10-18 sheet 2,1 of 11) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES L'A'AL , '8'A'81' GLASS TYPES '6' A '81' WIDTH HEIGHT 6XT.(+) INT.(-) EXT.(+) I INT.(-) 25-1/2" 36' 52-1/8" 73- 25. 65.0 65.0 80.0 80.0 65.0 85.0 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 85.0 80.0 80,0 25-1/2" 36" 52-1/8" 73' 62. 65,0 65.0 80.0 80.0 65.0 65.0 80.0 • 80.0 65.0 65.0 80.0 80,0 60.2 60.2 80.0 80.0 OPERATING VENTS TO DE /2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) BUCK DOTS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'A'A1 , '8'8'81' GLASS TYPES 'B' 6 'B1' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EXT.(+) INT.(-) 6XT.(+) INT.(-) EXY.(+) INT.(-) 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 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4" 77-15/16" 82-1/2" 62" 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 65.0 - - - - 65.0 65.0 STD. MTG. RAIL: U H.U. MTG. RAIL: OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC-21 9 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami -Dad roduct Control FIN FRAME •• ••• • • • • • •• • AA1llll li l//\ • • • • • • 4.: • • �� P® • •• • ;r•J • "o_#• • ' \� P •• ••• •• • • • ••: No. 70592 • ••• • ••• • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• • •• • • • a • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • 0410 • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL A.D. MTG. RAIL CLASS TYPES 'A'5'A1 , 'B'k'B1' GLASS TYPES 'B' & '81' WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) 73" 105-1/4' 110" 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 73" 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 80,0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4' 110' 49-5/8' 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110- 62' 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 .!(1/31Y) (1/3W) (1/3W) Li = OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL M.D. MTG. RAIL GLASS TYPES 'A'k'A1 , 'B'k'B1' GLASS TYPES 'B' & 'B1' MASS TYPES 'C' k 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73- 105-1/4' 110• 25' 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 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 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110' 49-5/B' 85.0 65.0 80.0 50.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73' 105-1/4' 110" 62' 55.0 65.0 80.0 50.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 STD. MTG. RAIL: H.D. MTG. RAIL: (1/4w) (I/2W) (1 /4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- ad roduet Control FIN FRAME • • • • • • • • •• •• • • • • • • • • • •�,.1, • • •,.•: • •• ••• �,�" �i •% • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • I MP COMP-ANL\W10-03CGli U Li O o w p w O S N o C'8 ,n 3 M o C Z - 3 - o' �a U EOM FAX. (305) 593-6592 a drawing no. W10-18 (sheet 3.1 of 11 1/4' AIR SPACE 1/8" ANN. GLASS /8" ANN. GLASS 075" Interlayer Soflex CP With PET Core By Eastman Chemical Co.' OR .090' Interlayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas 1 1 By Inc; Kuraray America, OR .090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc.' 1/8" ANN. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'A' 5/16' NOMINAL LAM. GLASS 1/8" ANN. GI ASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chernical Co: OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR .090' Interlayer Trosifol PVB By 'Kuroray America, Inc.' 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/4" AIR SPACE 1/13" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERA:1 INSUL. LAM. GLASS 1/8" HEAT STREN'D CLASS .075" Interlayer Soles 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 PVO By 'Kuraray America, Inc.' I/O" HEAT STREN'D GI ASS SIUCONE 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 I/O" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR 090" Interlayer Saflex Clear And Calor Glass By 'Eastman Chemical Co.' \- OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 1/8" HEAT STREN'D GLASS .075" Interlayer Salle. CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'O GLASS SIUCONE GE 1200 `DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36' GLASS TYPE 'C' 5/16" NOMINAL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 0.70" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al', 'B1' & 'Cl' MUST BE TEMPERED. r1/8" HEAT STREN'D GLASS .075° Interlayer Saflex CP With PET Care 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' /8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miam' a roduct Control XL EDGE SPACER • 9LAIS•EEL•BY •CARDIIML' • • OR • • :QUA • • • • • DURAaFAI B• •DUMEX'• • •• • OR•• • • • • ••• • • SUPEI• SPSCEF• BY•QUANEX• • •• • • • •• • • • • AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 0.70' OVERALL INSULSLAM. !L! • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • •• 0 COMP-ANL\W10 St1DING WOW. (LM.I./S.M.I.) FM. (305) 593-6592 8 8 g 0 5q UPDATED TO 2017 FOC 0 eri 8 d awing no. W10-18 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • sheet 4 of 11 1BY WOOD BUCK N IBY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE' Dlsr: s • TYPICAL ANCHORS^ SEE ELEV. FOR SPACING METAL STRUCTURE EDGE \DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 236". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. PRODUCT REVISED as complying with the Florida Building Code NOA-Mo. 17-0918.09 Expiration Date 09/22/2020 BY Miami -Dade Product Control WEEPHOLES: W2 = 1/8" X 1/2' WEEP YLOT AT•'.P•S/8"'FROM MOH CND• • W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 2 3/8 MIN. r• MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/a' MIN. 1/4" CIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) 2BY WOOD BUCKSOR WOOD STRUCTURES 1-1 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) \�\ THRU 1BY BUCKS INTO CONC. 0R BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SF! F DRII LING SCREWS_ (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 0R PAINTED) TYPICAL EDGF 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 Pc = 3000 PSI MIN. 91:1 H iLIOW`FILL•ED BLSCK Aj J41BS f = 2000 PSI MIN. W1 = 1 /4" X 1-1/2" WEEP SLOT AT a -1 /6� FI�M ••.A t • • • • • • •�.00' 1,gJY�ri END WITH PLASTIC COY}E� � ..- ..,.1y 4/ 'e:• uGENSf • drawing no. W10-18 1/4" MAX. SHIMS VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING fZ v' 1 1/4" • SCREENS OPTIONAL 1BY WOOD BUCKS BUCK WIDTH 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE BUCK WIDTH D.L. OPG. MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREENS OPTIONAL BUCK 'WIDTH XO .LAYOUT VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING OALTERNATE 1/4" MAX. SHIMS EXTERIOR EXTERIOR D.L OPG. FLANGE & FLANGE ADAPTOR FRAME 1/4" MAX. SHIMS .. W000 STRUCTUR SWEEP LOCK OPTIONAL TO SPRING LOCK TYPICAL ANCHORS SEE ELEV_ FORSPACING 1BY WOOD BUCKS FLANGE ADAPTOR FRAME 1/2" TYP. INTALATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO AOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. •• ••• •• • • • • •• • \liuliliTii • • • • • :-•' • PRODUCT REVISED • • • • as complying with the Florida - Building Coda I 1 NOA-No. 17-0918.09 ' 04a441e 09/ 2020 • • • • • -• 8 OF • .- • • • • • R79P•.•.. \ Y'la�i-oa.. duct Cw*roi �• • •• • ••0, 0/ill iAlL1- ``\\` • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • drawing no. W10-18 (sheet 6 of 11 1 BY W000 BUCK 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE- DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. It 1='N • TYPICAL ANCHORS \FOR SEE ESLEV. PACING 1/4- MAX. SHIMS BUCK WIDTH .;TYPICAL ANCHORS -SEE ELEV. FOR SPACING EDGE DIST. EQUAL LEG FRAME Fr MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE OIST- 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. 2-3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SWILL 8E 23i". THE USE OF DEEPER OR BEVELED WCODBUCKS IS PERMITTED. BUCK WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami- a roduct Control MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH ••• • • • • ••• • • • • A • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aa•aaa>••e•aa>• drowing no. W10-18 sheet 7 of 11 ILLUSTRATIVE OILS. ONLY EXT, OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CO HOUSE WRAP NOT BY CGI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD STRUCTURE 1/4" MAX NOT BY CGI GAP 1/2" MIN. HOUSE WRAP NOT BY CGI 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 BUCK WIDTH EXTERIOR •• ••• • • • • • •• • • • • • • • • FIN FRAME PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 09/22/2020 By — Miami roduct Control C •• ••• •• • • • • • ••• • ' '''•••''' • • • • • • • • • • • ••• • • • • • • • • • • •• • • •• • •• • • • • • •• 1/4" MAX. • •//i 111111\\ ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • G G 8 8 g B 8 8 5 8 8 drawing no. W10-18 (sheet 8 of 11 AL-FAROOQ CORPORATION a ENGINEERS Sc PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 l MIAMI, FLORIDA 33173 (C.A.N. 3538) C TEL. (305) 2648100 FAX. (305) 2026978 COMP-ANL\W10-03CG1) ITEM PART / QUANTITY DESCRIPTION MATERIAL WAND./SUPPLIER/REMARKS E1 CGI-100 - FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER PRODUCT REVISED as complying with the Florida E2 CGI-113 - FRAME SILL 6063-76 CGI EXTRUDER Building Code E3 CGI-IO2 - FRAME HEAD 6063-76 CGI EXTRUDER NOA-No. 17-0918.09 E4 CGI-103 - MEETING RAIL 6063-76 CGI EXTRUDER Expiration Date 09/22/2020 E5 CGI- 104 - LOCK RAIL 8063-T6 CGI EXTRUDER E6 CGI- 105 - HANDLE RAIL 6063-76 CGI EXTRUDER By Mlami-Dade duct Control E7 CGI-106 - SASH RAIL 6083-76 CGI EXTRUDER E8 CGI-107 - 5/16" GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - 0.700' GLAZING BEAU 6083-75 CGI La IHUDER El CGI- 109 - FRONT FLANGE ADAPTOR 6063-78 CGI EXTRUDER El CGI-1 10 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER El CCI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-76 CGI EXTRUDER E13 CGI-136 - 7F FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6083-76 CGI EXTRUDER £15 COI-140 - 1 MUNIIN 6063-T5 CGI EXTRUDER Ei6 CGI-141 - 2.5" UWON 6063-76 CGI IXTRUDER E77 CGI-605 - SCREEN FRAME 6063-75 CGI EXTRUDER T--- E18 CGI-114 - SILL SNAP IN 6063-76 CGI EXTRUDER SERIES SENINEL_120 ALUM HORIZ. SLIDING W[iW. (LII.I./S.11.I.)� CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 F. (305) 593-5592 E19 CCI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER ®® - HD LOCK RAIL - 6063-76 CGI EXTRUDER ®MIIMMEMM - TF FRAME SILL 6063-76 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER M1 CGI-382V - GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" 0 ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0.040" BEAD 0E1200 SIUCONE SIUCONE 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/ UTE SETTING BLOCK EPUM DUROMETER 80#5 SHORE A M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV . - - M9 684 - ROLLER TRACK PVC - M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON - L Q - u a tj Fn 0.0 04 '" / i V D ,T, 14 (` 44 0' 4 z z M11 W23201 NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULUVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANT1LIFT BLOCK NYLON M&M MIS - OPTIONAL RETICULATED FOAM 30 PPI - - M16 CGI- 134 - JAM8 SPACER PVC PROTOTYPE 0R ECON. M17 A30730401-32 1 PER W0. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2PER WD. 2' SASH STOP PVC PROTOTYPE M 1 9 CG1-111 0 FR. HEAD SCREW COVER PVC PROTOTYPE >., M20 CGI-125 2PER SASH SASH CAM (6/7 BALANCE) NYLON M&M c ?;• 4 0 v a 0 4 S M22 - VARIES HI-FLO WEEP COVERS PVC AME58UR7 OR EQUIV S2 - 2 OR 3 PER CORNER e 10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - • • • • • • • • • • . • • v o W . r S3 - 1 1/4" EMBED. # 8 X 1 1/2" LG. PHL PH. SMS. FIN ANCHOR SCREW - - • • • • 11111111i/Y ,--. o o r-. r .--.__, R a 'i 54 - 4 PER WO. i 8 X 1/2' PH. SMS. ST/ST BALANCE BRACKET SCREW - - • • • • ?',Q•p A77/,7i 55 2 PER D. Q 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - • \`,ANIP? • • • • • • • • • • • • '�` V,iCENSF '- 56 - - 1� 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK _ _ 58 - 4 •. RAIL # 10 X 4" LG. PHL, PH. SMS. ST/ST. ASSEMBLY MEETING RAIL - - 59 - 0IJ 2 PER ANFT # 10 X 5/6" LG. PHL. PH. SMS. ST/ST. ANTIUFT SCREW - - ' * : - • ••• • • • • E{, • • • • '�� ' �`- i' � • • • • .•• •''_ •• •• • :.• • • •• •.• •• • •• ••• jA �- g E OF ' 1 •' 1or;.'G�', •• 77�� AI- •.' V' Tiili111 i� drawing no. d W10-18 sheet 9 of 11 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • • • • • • 2.113 ,.015 1-.065 .490 I I 120 1 r AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT S360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.11'. 3538) TEL (305) 2648100 FAX (305) 262-6978 COMP-ANL\W 10-03�G11 r 2.440 2.440 1.50 � 4 1 680 P .70f 5 -{ .050 iYP. I .664 4� .70} 5 --iI .050TYP. I .864 F- 2.348 1,601 .065 .065TYP. 1.301 2.846 2.LJ1 065 TYP. 1.220 b 1.007 L 050J E8 5/16" GLAZING BEAD E9 .700' GLAZING BEAD 8FLUSH .065 TMP. ^- MEETING RAIL .745 1.155 1.155-1 1.395 ® NAIL FIN ADAPTER 1.395 1.449 leFIANGE 1.015 FRAME HEAD ��11� LJ 1- 1,015 11.388 FRAME HEAD i 180 293 1 a96� .050 S .oso - 1.015 F- 1.015 1.788 065 TYP, .065 f-1.413-�I� - -.- 1.1401 1.140- 2.264 0FLUSH FRAME COVER u2 SCREW COVER rt255 1.015 d U 1.220 4.430 3.685 e 0 d TYP65. 2.885 3.930 3.185 .065 2.885 ID .080 SILL FILLER SERIES SEMIINf 120 AWN ROM SLIDING MAW. (LN.I./S.M.1.), CGI Windows and Doors, Inc. 1 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 E5 1.043 LOCK RAIL 1 .55J 0 �3 FLANGE �1.45.180 .050 ADAPTOR �fr1.788 �nu 2.440 FLANGE FRAME SILL 2.440 O FLUSH FRAME SILL101 S 065, v I:II--r1,220 2.310 2.737 2.737 r< t21 ALT. O 1.043 LOCK RAIL 2.505 .065 YP. 2613 PRODUCT REVISED with the Florida Building BuildingCode0laggg3,237 NOA-No. 17-0918.09 2.505- .065 065 2.613 �, 1 r o o, 5 y L -. 2 r , n € 8 `g cS 4 2 € O 2 1.892 065 TYP 2.195 - 1.000 L.991- .500 .991--I 7.015 n Expiration Date /22/2020 2.737 EO FLUSH FRAME JAMB (MOVING) FLANGE FRAME JAMB (MOVING) n BY 8• HANDLE - RAIL 811 611 Mlaml-Dad roduct Control • • • • • • • • • • • • • • • • • • • • ,Ii1 to il 7,/ • • • • • • • • • • • • •''•••"'•'Q / W2 . - - = •• •••• •• •••• �r • • • • • • • • •_--- i "'� - OF �y� ••• ••• • • •• • •• • •••• •% •S• RD '•`�%Y" • • • • • • • 7/�/O{.." . �` \s h1/1111U111 51.043 o ; c O o' m n $ 2.505 .065 TP. 2•r•�5 .065 IYP. E 0 ,,, 1.025 ��.-. o •� O U 1.075 11 1,015 ass 1.395• .745 { E1 O FLUSH FRAME --1.245 JAMB (FIXED) E72 FLANGE FRAME 1745 JAMB (FIXED) -.500 F7 O 1.015 II0. SASH RAIL drawing no. W10-18 sheet 10 of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • VENT TOP/BOTTOM CORNFR$ FRAME TOP CORNER PRODUCT REVISED as complying with the Florida Building Coda NOA-No. 17-0918.09 Expiration Date 09/22/2020 By Mlaml- rodact Control • •• •• •• •• •• •• •• •• •• •• •• • • • • •` \J1yPO 1111N$ 11/ /f/ / • • ••• . FRAME BOTTOM CORNED • • • • • • • • • • ` ,P•• VGF-N8F ••,• IL►i 70592 • ••• • ••• • I�Y cx_ • • • • • • • • • • ••• •, ,�y • of :71/1` • • •• • -•• • • •• C9: • • • • •• • i�®•,AL�\` Lllnlloo ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • •• •• ••• • • ••• • • �LV COMP-ANL\W 10-03CGI� a 0 0, o 0 cc C H N o 0 Li), 3 � I 0 n -0 z 3 _� o _ o� U o� FAX. (305) 593-6592 0 c in g NO CHANCE THIS SHEET 0 3 33 0 3 3 J ` I 0 drawing no. W10-18 (sheet 11 of 11) c DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • • • This NOA is being issued under the applicable rules and regulations governing 'Cie Ilse of.coilsinuction materials. The documentation submitted has been reviewed and accepted by Miamiide County kER -• Product Control Section to be used in Miami -Dade County and other areas where allowed by the Awthority; Having Jurisdiction (AHJ). •• • • This NOA shall not be valid after the expiration date stated below. The Miami-Dad4 ii y Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade Gdunty) resetv;the right to have this product or material tested for quality assurance purposes. If this prtrcluat•or materiiat fails to perform in the accepted manner, the manufacturer will incur the expense of such testing•and t13e AI;IJ may immediately revoke, modify, or suspend the use of such product or material withii3 the 4 urisdiction. RER• reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Procitn �t•�ontrol• 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. IDESCRIPTIO_N: Series.`238" Outswing Aluminum Casement Window - L.M:I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.i.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1-DADE COUNTY APPROVED •••• CNOA No..17-0918.11) Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement WdIA:,.(41...M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98: wpii. revisitxr 11. dated 04/10/15, prepared by AI-Farooq Corporation, signed and selltd by Jayttn.hmadi • P.E. • B. TESTS • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading par:FBC TAS 102294 2) Large Missile Impact Test per FBC, TAS 2011-9 • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS' =:94 • along with marked -up drawings and installation diagram of a,series 750(Y FVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Durase tWaid Swan Spacer insulating glass spacer, prepared by Certified Test Laboratories, Test RCpdrt No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Unifoum Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) Cr�GZ� x Manuel Pe z, E. Product Control Einer NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUO) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-.94 ; .... 5) Cyclic Wind Pressure Loading per FBC, TA:S Q -94 • • •' 6) Forced Entry Test, per FBC 2411.3.2.1, and•'F1 202-94 . ' along with marked —up drawings and installation diagram of ari Mlxminu •®Ls+emenn window, prepared by American Test Lab of South Florida,, •Test•RQpprt No ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry7Jaitem, P.l. (Submitted under NOA # 12-1220.14) • 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' • 2) Uniform Static Air Pressure Test, Loading peg FIIE, TAS, pV-94 3) Water Resistance Test, per FBC, TAS 202-94 • ' • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) • . Manuel Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • ' • • • 4) Large Missile Impact Test per FBC, TAS 2;1;94: 5) Cyclic Wind Pressure Loading per FBC, TAS303 . -94 •..' 6) Forced Entry Test, per FBC 2411.3.2.1, and. i't9.202-94 • • along with marked -up drawings and installation diagram of.df wminuria.c3semenn window, prepared by Fenestration Testing Laboratory, Inc., Test °Reports q.. FTL- • 1003 and FTL-1041, dated 10/14/94, both signed and sealed by.Y?il (Submitted under NOA # 96-0917.03) C. CALCULATIONS • • • • . . . ••• • 1. Anchor verification calculations and structural analysis, complying with FED 2JY10, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • .• • . • • • .. . •• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere . E. Product Control E.ner NOA No. 17-1918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance, complying with FBC- 5' Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) •• , • •, • 2. Proposal No. 13-1098 issued by the Product Control Section,•dat`cd:OctoberA2, 2013 •• and revised on February 24, 2014, signed by Manuel Perez, P.Et • : • • • • • •• (Submitted under previous NOA # 14-0506.01) ' 3. Laboratory compliance letters for Test Reports No. HTL-0080.0»).07 f j imen' • A and B and HTL-0080-0905-07 for specimen B and C, issuey tturricane Teat Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and.sealed by Vii6 J. • Abraham, P.E. • • •• • (Submitted under NOA # 08-1010.02) • 4. Laboratory compliances letters for Test Reports No. HETI-08121434 . HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane'. •' Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification ofButacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 06/26/14 and expiring on 10/26/18. (1461)49 Manuel Were Product Control Ex'er NOA No. 17-018.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98i wit revisal t dated• • • • • 08/30/17, prepared by AI-Farooq Corporation, signed and stgjc'd:Dy Ja�:al hmad, .• • • • • P.E. •• • • 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. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on O5/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5' Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. Manuel Per , E. Product Control Ex er NOA No. 17-0T18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 GENERAL WINDOW SECTIONS FT.AT$GF,_FRAMF. SNUBBER AT IMPACT VINDOWS ONLY WINDOW WIDTH EXTERIOR INSTRUCTIONS', USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. i O461110 --� O 0 ,- II . r milimmiOmm�T I NOTES' L THISQ PRODUCT HAS BEEN 2014 (5TH AND TESTED TO( COMPLY WITH FLORIDATHE REQUIREMENTS OF THE (STH EDITION)/2017 (6TH EDITION) ORI BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). CAM LOCKS 2 LOCK POINTS ALL SIZES 0 3 Z 3 WINDOW WIDTH VENT WIDTH D.L. OPG. WW-7" 6" MAX. TYP. HEAD/SILL CORNERS 1L- T1 \Tl I I I \ It — I II �I \ e ,� ga rng No SURFACE APPLIED FALSE. HUNTINS OPTIONAL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42' 2 63' 3 84" 4 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WTTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4 IF ALUMINUM BUCK STSIEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP @ 144E LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE S1'SIEM. 24" MAX. TYP. TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS AT HEAD/SILL MAX. WOW. HEIGHT LOCK POINTS 38" 2 56' 74' 4 84" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 18Y OR 2BY WOOD 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 DERILS• AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMSEDMENT TQ )ASi,• • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHQQS• INTO•MDm ONItt• • •• FOR MULLION/MULTIPLE UNITS, REFER TO • • SEPARATE CCI MULLION N.O.A. • • ••• • • • • • • • • • •• = D MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT © 'U 7117 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE•4 AD•P•E• STANDARDS. asldh.lying with the Flrfilda Budding THIS PRODUCT APPROVAL IS GENERIC .AND DOES NOT OtOVJE IN RMATION • • NOA-No Code 77—Q918.1 T I FOR A SITE SPECIFIC PROJECT, i.e LIFE SAFETY OF THR P DU ADE�UA1 • • • • • _ •_•_ _•_ WATER INFILTRATION RESISTANCE ETC. • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING BND 0 t•1INUFOR •E pi tfem Date CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE AN1RLYZED APARATELY, By - • AND TO BE REVIEWED BY BUILDING OFFICIAL Miam ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. • • ade Pro •.ct • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • 0 i 0 U 3 O a 5 0 C 5 8 S drawing no. W98-100 sheet 1 of 7 ATE OF (; ORIDP,.•' i� ®R9AL S\‘ I1111111111 GENERAL WINDOW SECTIONS EQUAL LEG FRAME SNUBBER AT IMPACT WINDOWS ONLY FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR D.L OPG. VENT WIDTH WINDOW WIDTH Exp'1ation Oat: 1 P 6/2 • By •• ▪ Mla CAM LOCKS 2 LOCK POINTS ALL SIZES MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 2 63' 84" 4 WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L OPG. WW-6 1/2" I I ^ o j J } o • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida ('Z2 0 V 2 17 Building Code " • Npa•ftp. 47-09100 • • • • • • • • • • • •• • • • • • •• • 6" MAX. TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE HUNTINS OPTIONAL -r I IN O -. 124" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS • MAX. WOW. HEIGHT LOCK POINTS 36" 2 56" 74" 84" l 70,592 jATE OF OR1D�' �% MAI. 111111j ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMP-ANL\W9B-7OOCG1 FAX_ (305) 593-6592 6 2 m o a z z 8 6 /8 c R drawing no. W98-100 sheet 1.l of 7 VENT CORNER ALL FRAME AND VENT CORNERS TO DE SEALED WITH GE SILPRUF OR EQUIV. FRAME CORNER CORNER K 13 O .060 THICK ST. EY STEEL O CORNER KEY .062 THICK ALUMINUM O FLANGE FRAME 2.075 5 IA EQUAL LEG FRAME ITEM PART / QUANTTTY DESCRIPT00N MATERIAL MANE./SUPPLIER/REMARKS 1 CG7-373 4 FLANGE FRAME 6063-T6 !NOAID( OR EQUN. 1A CC1-397 4 EQUAL LEG FRAME - 6063-T6 INDALEX OR EQUIV. 2 CCI-378 4 VENT (5/18" LAN, GLASS) 6063-16 INDALEX OR EQUIV. 2B CGI-381 4 VENT (INSUL. LAM. GLSS) 6063-T6 INDALEX OR EQUIV. 2C CCI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 CCI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CM-396 4 SOUARE GLAZING BEAD 6063-T5 INn91 FX OR EQUIV. 4 - 4 .060 THIGH CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS RE00. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS RE00. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED w/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) Be X 3/8" SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH - 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/6" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 11A - 1 OPERATOR (OPODNAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" S5 SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 010 X 1-1/4" 5S SMS Z22 Q VENT 5/16" LAM. GLASS) 1.757 1,624 2B VENT INSUL LAM. GLASS) 1.757 .090 TYP. 1875 —1.3474 0 VENT 7/16' LAM. .754 PRODUCT REVI E • • • • • •as to lyinyytrvjthie �ori�a • • •BuAWng CO%O d • • 720 1.438 GLASS) SERIES-23B ALUM OUTSWING CASEMENT WDW. COMP-ANLVV98-100CGI FAX. (305) 593-6592 .830 — .617 Q CGI-375: OGEE GLAZING STOP .753 . 808 �� I�830 .6177 1-- CGI-396: SQUARE GLAZING STOP 0 U b 8 E1 6 B 8 O 13 • ExArat%n Sat••10,t6/2023 • •• • • • • By Miami " ade Product on • • • • • •••s_� t • ❑`• • • • • • o•?^} • • • • • • • • • • ` • • • • • • • • •• • • • • •• • •• • • • • • •• • T`,,, LIIIIr .70592 �\ $7 8 drawing no. W98-100 sheet 2 of 7 ,) • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 1/B'''ANN. GLASS / .090" Saflex Clear And 'Color Gloss - By 'Eastman, Chemical Co.' INTERLAYERS- .090" Trosifol .PVB By 'Kuroroy America, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 2. 5/16" NOMINAL - GLASS TYPE '2' 3/16" ANN. GLASS .075" Saflex CP With PET Core - By 'Eastman Chemical Co.' _ .090' Saflex Clear And Color Glass Dy 'Eastman Chemical Co.' INTERLAYERS- .090" SentryGlas - By Kuroroy America, Inc.' .090' Trosifol PVB By 'Kuraray America, Inc.' 3/16" ANN. GLASS 7/16" NOMINAL GLASS TYPE '3' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5. TNRU 7 FDR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24' 28' 30' 32' 36' 40' 42' 36' 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36' 40• 42' 42" 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 116.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36' 40' 42' +V 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69,4 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36' 40' 42' S4„ 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 68.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 DOW 995 DOW 899 -3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Core rBy 'Eastman Chemical Co.' .090' Saflex Gear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlcs By Kuraray America, Inc.' _ .090' Trosifol PVB By 'Kuroroy America, Inc.' 3/16' HEAT STREN'D GLASS INTERLAYERS- 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO 9RfGT9 5 TER/ 7 FOR INSAUATION OE0AAS SILICONE GE-1200 DOW 995 DOW 999 SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WLNDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' WIDTH HEIGHT EXT. (+) 1NT. (-) Exr. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1NT. (-) 20" 24" 26" 30" 32' 36' 40" 42' 80" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 63.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 19-I/8" 26-1/2' 37" 42' 28" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.D 110.0 195.0 110.0 128.1 110.0 1950 * 110.0 95,0 * 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120,0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 19-1/8" 26-1/2' 37' 42' 38-3/6' 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 66.8 110.0 120.0 110.0 120.0 20" 24' 28' 30' 32" 36' 40' 66" 86.7 86.7 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42' 50-5/8' 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20" 24' 28' 30' 32' 36' 72' 66.4 66.4 110.0 195.0 110.0 120.0 .19;1/8" /28-1/2 37' 42' �33 96.7 104.2 110.0 195.0 110.0 195.0 - 74.9-. 110.0 120.0 110.0 120.0 60.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 56.1 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 46.0 110.0 120.0 110.0 120.0 19-1/8' 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 48.6 46.6 110.0 120.0 110.0 120.0 59.8 59.8 59.8 59.8 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" 56.3 56.3 56.3 56.3 60.0 60.0 60.0 60.0 32" 36" 76" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24' 28' 30' 32' 78' 52.0 52.0 110.3 120.0 110.0 120.0 43.6 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 20' 24' 28" 30' 32' 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48.3 46.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. is, 17 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED ** ** SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 •• • • • • • • • • •• •• • • •• FRRQpUCT REVISED • • • • • of cop1p1•i.1180.iith the Florida A1111111111/\ • • • • Bilildyeg Qpdta, • `��\NOP* A�'!A,` • • • • • • • NO�Io. • •17.0818.11 1>S. JC.,•, ' Expiration Date 1Ol I2023 • • • • • ••• By 4iP"./&1;;,' - "•2 i7) • • • • Mew Dade Praeuet Co• • • • • •• •• • 1� rey„,U 8 68 So 0 I 3 8 8 0 an m 6 a 10 drawing no. W98-100 (sheet 3of 71 • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 1/8' TEMP. CLASS AIR SPACE �1/B" ANN. GLASS .075" Safes CP With PET Core - By 'Eastman Chemical Co: .090" Sales Coor And Color Gloss - INTERLAYERS- By 'Eastman Chemical Co.' .090" SentryClas By Kuroray America, Inc.' _ .090" Troslfol PVB By 'Kuroray Americo, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' SETTING BLOCKS 5T. STEEL BY 'CARDINAL' SETTING BLOCKS OR 2/LITE OR �II 2 LiIE DURASEAL BY 'QUANEX' EPDM DURASEAL BY 'WAND( EPDM 0R DUROMETER 55±5 OR DUROMETER 85±5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'OUANEX' 3/4" INSULATED GLASS TYPE '2A' 1/8" TEMP. GLASS AIR SPACE 1/5" TEMP. GLASS _ .075" Satlex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Class INTERL4YER5- By 'Eastman Chemical Co.' .090" Sen9yOlas By Kuroray Americo. Inc.' _ .090" Trosifol PVB By 'Kuroray Americo, Inc.' /8" TEMP. GLASS SILICONE GE-1200 DOW 995 DOW 899 GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SINTERS REQUIRED REFER TO SHEETS 5 TNRU 1" FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SNUITERS REQUIRED REFER TO 5HEE18 5 T1RU 7 FOR INSTN-ITIN DETAILS PERFORMANCE VALI ES OF IMPACT RESISTANT WINDOWS NO SHUTt.RS REQUIRED REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. CLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE 'EA' GLASS TYPE '3A' WINDOW DIMS. CLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24" 28" 30" 32" 36" 40" 42" 36" 110.0 194.3 110.0 195.0 20" 24" 28' 30" 32' 36" 40' 42' �" 98.8 112.E 110.0 195.0 19-1/e' 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 65.8 95.4 110.0 120.0 26-1/2" 110.0 203.0 110.0 195.0 110.0 138.8 110.0 195.0 76.7 83.3 110.0 120.0 37" 26" 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 * 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.E 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.5 110.0 120.0 26-1/2" 38-3/8" 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 50.0 60.0 - - 37" 95.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 42" 86.8 86.8 110.0 120.0 20° 24" 28" 30' 32" 36" 40" 42" 42" 110.0 166.5 110.0 195.0 20' 24' 28' 30" 32" 36' 40" 66" 86.7 56.7 110.0 169.0 19-1/8" 110.0 114.5 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 120.0 26-1/2" 50-5/5" 99.7 104.3 110.0 195.0 110.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 118.2 42" 65.6 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 26-1/2" - _ 74.9 77.9 110.0 120.0 83.3 83.3 110.0 120.0 ' 60.0 60.0 - - 37" 63 60.0 B0.0 110.0 117.0 79.3 79.3 110.0 120.0 20' 24" 28' 30' 32" 36" 72„ 86.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20" 24" 28" 30" 32' 36" 40" 42" 48" 110.0 145.7 110.0 195.0 56.1 56.1 109.3 109.3 19-1/5" 63.0 53.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 26-1/2' 74-1/4' 46.6 46.6 90.9 90.9 104.1 104.1 110.0 120.0 45.0 46.0 89.8 89.8 37" 59.8 59.8 - - 97.1 97.1 110.0 120.0 43.6 43.6 85.0 85.0 37" 77" 56.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - * UMIT MAX. LOADS TO 171.0 PS1 • 1 WHEN MULTI POINT LOCK BY 'IWTRLOCK' I • 1 IS USED • • • • 1 • • • 1 ** SIZE 37" X 77' APPLICABLE TO•FtANGE•IiIIES O11&`1 SEE SHEET 1 • • • • • • • • • NOTE: • • • • • • LOAD/AREA LIMITS • • • • . FOR +110.0, -120.0 Ft E = 14314 SQ. FT., 11 1 n r1 -1 a c rt O CL - I n n n cn aT 80.9 80.9 110.0 120.0 32' 36" 76" 60.0 60.0 - - 72.8 72.8 110.0 120.0 60.0 60.0 - - 69.4 69.4 110.0 120.0 20" 24' 28' 32" 75" 52.0 52.0 101.3 101.3 20" 24" 28" 30' 32" 36' 40" 42" 54" 110.0 129.5 110.0 195.0 43.8 43.8 65.4 85.4 95.0 107.9 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 60.0 60.0 - - 84.4 86.3 110.0 120.0 20" 24" 28' 35" 32" 84" 41.5 41.5 80.8 50.8 80.9 80.9 110.0 120.0 34.9 34.9 68.0 68.0 71.9 71.9 110.0 120.0 54.5 54.5 - - 64.8 64.8 110.D 120.0 51.2 51.2 - - 81.7 61.7 110.0 120.0 48.3 48.3 - - SQUARE BEAD OPTIONAL ALL GLASS TYPES PRODUCT REVISED as complying with the Florida Building Code NOn-No. 17-0918.11 Expiration Date 10/26/2023 By Miam' • ado Product C NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • •DEOLAR2cI Y STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • • • • • • • • • • • C''D •r10 17 • • • • • • • • •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • 0 5 0 2 a 3 a 2 drawing no. W98-100 sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET.6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT=L b .c_ SEALANT 1" MIN. 2-1/2" MIN. INSTALLATION TYPE '1' 1 3/8' WOOD BUCK TYPE '1' MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" 6 3/4" X 1/8' 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY COI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1" MIN. 2-1/2" MIN. SEALANT TYPICAL ANCHORS " " SEE ELEV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION N• a fr 2 1/8" MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8" MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' .MAlf oIAI • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TALI, ANCHQR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TO METAL STRUCTURES r /8" MIN. TYPICAL ANCHORS SEE ELEV_ FOR SPACING SEE SHEET 6 FOR DESCRIPTION -mmxiAiinaio li ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Ex •• • • • • • • • • • • • •• • • • 'Oa • ♦ • • •• • • • •• • • • • 11 (ration Date 10/26/2023 Dade P ucttl CdMral `--- I LIT// / Op� ' Z/;/ N .70592 • • • • • • • • • • • • • 0 : £ E7 • s • • • • • •• • • • •• • •• • • • • • • • •• • NAI GA,s /IIIi1 NA 0 0 2 E 0 0 0 8 2 a 0 2 2 drawing no. W98-100 sheet 5of 7 • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' 1 3/8' 2 1/8' I I WOOD BUCK TYPE '1' MATF6I61 PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 5 FOR DESCRIPTION 2-1/2' MIN. INSTALLATION TYPE '2' 2 1/8. MIN. WOOD BUCK TYPE '2' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAII ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8' MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MAIEOIAI• a9EEWR• TR•4TE19 • • • • • • •• • •• • • • • • • •• ••• •• • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 rFOR DESCRIPTION 1 METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code 410A-14o. • 1 j-ip81 s.11 E •irAiorta4 10/26/2023 • ••• • ••• •., • • • • ••• • • • • • • • • • • • • •• • • • • •• • •• • • • • • • • •• • 70592 E OF (U�� RIP�•`.•�G\`�� fQ y"U 0 0 0C, In La 0 O H N o to � 3 V MM7 h 0 3 Co Z n CD '5 U FAX. (3a5) 593-6592 a Pt 9 6 8 c0 a drawing no. W98-100 sheet 5.1 of 7 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • (� V pi Q PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CUP WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17' 0.c. AT 10" O.C. WINDOW DI115. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33273 (c.A.N. 3538) L TEL (305) 264-8100 FAX. (305) 262-6978 COMP—ANL\W98 WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 0CT.(+)/INT.(-) EXt(+)/INT.(-) %MOTH HEIGHT EDIT.(+)/INT.(-) EXT.(+)/INT.(-) LOCT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EM.(+)/INL(-) 20" 195.0 195.0 154.8 195.0 32" 133.2 195.0 76.4 122.2 19-1/8" 195.0 195.0 149.4 195.0 24" 195.0 195.0 129.0 172.0 36" 78, 118.4 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 28" 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190,5 37" 195.0 195.0 77.2 115.9 30" 180.0 195.0 103.2 137.6 24' 173.1 195.0 99.2 158.8 19-1/8" 195.0 195.0 151.9 195.0 32- 36, 168.8 195.0 98.8 129.0 28" 78" 148.4 195.0 85.1 136.1 26-1/2" 38-3/8" 191.2 195.0 109.6 146.1 36" 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37' 136.9 182.E 78.5 104.7 40" 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 42" 128.6 171.4 73.7 98.3 20' 195.0 195.0 132.7 195.0 26-1/2" 50-5/6" 193.2 195.0 110.8 138.5 20" 195.0 195.0 132.7 176.9 24" 195.0 195,0 110.6 165.9 37" 136.4 173.0 79.3 99.2 24' 192.9 195.0 110.6 147.4 28" 84, 165.3 195.0 94.8 142.2 19-1/8" 195.0 195.0 123.3 195.0 28" 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 30' 154.3 195.0 88.5 117.9 37' 63• 111.2 194.6 63.8 111.6 32' 42" 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 36' 128.6 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 195.0 ( SERIES-238 ALUM OUISWINC CASEMENT WOW. (LM.I.)jfl CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL, 33172 TEL (305) 593-6590 FAX. (305) 593-6592 40" 115.7 154.3 683 88.5 26-1/2" 74-1/4" 164.7 195.0 94.4 151.1 42" 110.2 .146.9 63.2 84.2 37' 117.s 188.6 67.6 108.1 20" 195.0 195.0 154.8 193.5 24' 195.0 195.0 129.0 161.3 28" 192.9 195.0 110.6 135.2 30" 180.0 195.0 103.2129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 32' 4.8, 168.8 195.0 96.8 120.9 'HILTI' 36' 150.0 fers 66.0 107.5 1/4" DIA. KWIK-CON II BY (Fu-163 KSI, Fy-157 K51) 40' 135.0 168.8 77.4 96.8 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KS!. Fy=155 KSI) 42' 128.6 160.7 73.7 92.1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 20' 195.0 195.0 137.6 195.0 1-1/2" MIN. PENETRATION INT0 WOOD 24' 195.0 195.0 114.7 172.0 28" 171.4 195.0 98.3 147.4 THRU 1BY BUCKS INTO CONC. OR MASONRY 30" 160.0 195.0 91.7 137.6 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 32" �" 150.0 195.0 86.0 129.0 Lin DIRECTLY INTO CONC. OR MASONRY 36" 133.3 195.0 76.4 114.7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 40' 120.0 180.0 68.8 103.2 11�•p� �LjwJ n . 8 Q c 3 NO CHANCE TANS SHEET UPDATED TO 2017 FBC 42" 114.3 171.4 65.5 98.3 I #14 SMS OR SELF DRILLING SCRFWS (GRADE 2 CRS) 20" 195.0 195.0 z3.6 135.E INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 24• 180.0 195.0 103.2 154.8 INTO METAL STRUCTURES Il 2a' 154.3 tas.o 55.s 132.7 • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 30' 144.0 195.0 82.6 123.8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) SHEAR WITH SWEAR CUP2 32" 60" 135.0 195.0 77.4 116.1 ANCHORS 19/0 CLIP BNCSWEARORS (STEEL IN CONTACT WLTH ALUMINUM TO BE PLATED OR PAINTED) 36" 120.0 180.0 68.8 103.2 TYPICAL EDGE DISTANCC 40" 108.0 162.0 61.9 92.9 42' 102.9 154.3 59.0 88.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. n 20 9s.o 95.0 aD7 95.o INTO METAL STRUCTURE = 3/4" MIN. P, 14 m .o + c g 3 24' 195.0 195.0 117.3 164.2 28' 175.3 195.0 100.5 140.7 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 30' 66" 163.6 195.0 93.8 131.3 • • C-ip4 j10LIBOW.FILLEB BLO•K AT JAM•3 f'm - 2000 PSI MIN. Es.- -, y 32' 153.4 195.0 88.0 123.1 • • • • • • • • • i - . u i) n a �I 36' 136.4 190.9 78.2 109.5 • • PRODSCT REVISED \1111111111,,,'' • • • Oas •om}Lyi� WRRtRe Fiotda s' AN .! q0' 122.7 171.8 70.4 9A5 �� • • •BuSfinl)Co•e • • • �., i Y ' U SP 20" 195.0 195.0 129.0 18D.6 . • • • • NID4-No. • 14-091 t.t1 24" 187.5 195.0 107.5 150.5 Ex iratlon Date 10/26/2023 _ No. T0592 �_ 28" 72' 160.7 195.0 92.1 129.0 �7 : - 30' 150.0 195.0 86.0 120.4 By _ • • • • OAiam' roduct ntr • • �` i drawing drawing no. 32' 140.6 195.0 80.6 112.9 • • • • • •i • • OF 36' 125.0 175.0 717 100 3 • • • • ."..'" • � © iJ )• 17 • • •• •• • • • % E • • • • •• • 11111A{L11155 sheet 6 of 7) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • P PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) c TEL (305) 264-8100 FAX. (305) 25269T8 COMP—ANL\W98-100CGI) OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER 70 SHEETS 3 THRU 6 FOR WINDOW CAPACDIES ' USE LOWER APPLICABLE VALUES. RIN0017 DIMS. WINDOW DIMS. WIND DW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) NTH WIDTH HEIGHT EXT.(+) INT.(-) 20" 110.0 195.0 20" 105.8 120.0 19-1/8' 110.0 195.0 24" 110.0 195.0 24' 90.9 120.0 26-1/2" 110.0 195.0 28" 110.0 186.5 28" 80.5 110.3 37" 26, 110.0 184.2 30' 110.0 182.4 30' 76, 76.3 104.7 42" 110.0 152.4 32" 36" 110.0 179.5 32" 60.0 60.0 19-1/8" 110.0 195.0 36" 110.0 177.3 36" 60.0 60.0 26-1/2" 110.0 172.6 40" 105.8 145.1 20' 102.7 120.0 37" 38-3/8' 110.0 156.3 42" 97.0 120.0 24' 88.2 120.0 42" 95.7 120.0 20" 110.0 179.5 28` 78" 77.9 120.0 19-1/6" 110.0 195.0 24" 110.0 159.6 30° 73.9 101.3 26-1/2" 50-5/8" 110.0 154.7 �I 28' 106.9 146.E 32' 60.0 60.0 37" 94.0 120.0 - 30" 103.5 141.9 20" 110.0 120.0 42' 89.8 120.0 32" 42- 100.7 138.1 24" 97.0 120.0 19-1/8" 109.3 149.9 36' 97.0 120.0 26' 64' 85.5 117.3 2fi-1 /2' 84.8 118.2 III J SERIES-238 ALUM OUISNING CASEMENT WOW. (LM.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 40' 95.2 120.0 30' 60.0 60.0 37' 63' 67.9 93.1 I. #14 SMS 42' 95.0 120.0 32" 60.0 60.0 42' 60.0 60.0 1 AT 6' FROM ENDS 20" 110.0 195.0 19-1/8' 110.0 154.8 c-41M' ill O.C. MAX. AT HEAD/SILL 17" O.C. MAX. AT JAMBS24" 110.0 177.3 26-1/2" 74-1/4' 86.4 118.524` [Hill t'/ #14 SMS 28' 110.0 160.9 37" 50.0 60.0 AT 6" FROM ENDS 30" 110.0 154.8 19-1/8" 109.9 120.0 LilULJ 17" O.C. MAX. AT JAMBS 24° O.C. MAX. AT HEAD/SILL 32" 4B' 109.1 120.0 26-1/2" 76' 84.0 115.2 = y�� _f=, �u I .41 36" 103.5 120.0 37" BO., 60.0 ,,6..�..�....��* A rn ,,,...,,,.........sssp Ml.a�„�� 40' 99.8 120.0 19-1/8` 108.3 120.0 Ir� L 42' 95.0 120.0 26-1/2' 77' 82.7 113.4 II�Yi 'C i N s 37" 60.0 60.0 tilt till II-Y_ �� 24' 1100 152.0 _ _;n_ellip, _ig MI _--�i_ 28' 99.8 120.0 - . 30" 95.5 120.0' - 54" 91.9 120.036"862 poi- 118.2 TYPICAL ANCHORS TYPE 'A' OR '6'N TYPICAL32' ANCHORS TYPE 'C' t 1 40" 822 1127 AT 6' FROM ENDS AND11\ 17" 0.C. MAX. AT JAMBS AT 6" FROM ENDS AND 17" 0.C. MAX. AT JAMBS .--. 2 u REV. PER RER COMMENTS GENERAL REVISION NO CHANGE THIS SHEET UPDA7ED TO 2017 FBC 42" 80.6 110.5 2 1/2' MIN. 17" 0.C. MAX. AT HEAD/SILL 24" O.C. MAX. AT HEAD/SILL EDGE DISi. 1' MIN 20' 110.0 153.2 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 28" 30" 82.8 113.5 2BY WOOD BUCK OR WOOD STRUCTURES A - 1/4' DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 K51) 32" 60' 79.4 108.8 TYPICAL INSTALLATION DETAIL PRODUCT REVISED 36` 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as complying Building with the Florida01 CodeNOA-No. ao' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 17-0918.11 I", az" 60.0 60.0 B - 1�4" DIA. UI TRACON BY 'ELCO' (F6-177 KS!. Fy-155 KSI) Expiration Date 10/26/2023 20"4 110.0075 120.0- H •g '"S•g h 24" 1D7.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2.500 .845 1 By 29' 95.3 120.0 -. 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .845 .065 Mlam D • • • • • • • adePro uctCo I e© � 30" 66' 91.3 120.0 .065- - r s92 , date: 12-04-98 r_w [dr, 6y: TWO (ehk. by: 1 32' 872 119.7 T- C - /14 SMS (GRADE 2 CRS) ;7 • �.12 • `• • • ••• • \\�\\11ii fiQ ' / .562 i • • . �\.D . 40' 60.0 60.0 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD �--1.435-- 9 • • • • • • • );: OENS �IB •'• 20" 110.0 154.5 125 .903 24" 97.0 120.0 TYPICAL FDGE DISTANCE 28" 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTVA .QVER • _ B" 30" 72" 81.7 112.0 • • • • • INTO WOOD STRUCTURE = 1" MIN. 6063-T6 • • 6 63-Tc • • .C.''_I•'V /}: • .y OF `� 32" 77.9 106.9 • • • • • • • • • • • • • • • • �i` OP,. \�� 36" 60.0 60.0 CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. • •• •• •• • • • • �� S4OIV/ L. e-�`� / (sheet 7of 7 • • • • • IiNtiii111\\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of consfreiction materials. The documentation submitted has been reviewed and accepted by Miami -,fade County:RER - • • Product Control Section to be used in Miami -Dade County and other areas where by th%iiui iority • Having Jurisdiction (AHJ). •• This NOA shall not be valid after the expiration date stated below. The Miami -Dade Ccxliity Product Control. Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade st),) reselrve the right • to have this product or material tested for quality assurance purposes. If this pradttet•cr materi{?fails to perform in the accepted manner, the manufacturer will incur the expense of such ttStitlb and tl?e may 1rIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • immediately revoke, modify, or suspend the use of such product or material within t1fe:i jurisdiction. RER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Proa.ro4entrol Section that this product or material fails to meet the requirements of the applicable bilijdg code • • • • This product is approved as described herein, and has been designed to comply with the F1ori.Building Code, including the High Velocity Hurricane Zone. IDESCRIPTION: Series "Sentinel 130" Aluminum -Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.L) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY NOA-No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 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.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, witl: revision Fdate • 04/10/15, prepared by AI-Farooq Corporation, signed and sea1ed91y J9vad phi• dd,• •.• P.E. • . • .... . B. TESTS •• • • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading perrI 2' TAS 2t)94 2) Large Missile Impact Test per FBC, TAS 201'94•' • • • 3) Cyclic Wind Pressure Loading per FBC, TA 203-V4 • • • • • along with marked -up drawings and installation diagram of a serie$ 7500 E •fixed. window, to qualify DuPont "Butacite" PVB interlayer, DuraseaIC } a4. Super cer®• • insulating glass spacer, prepared by Certified Test Laboratories, Test Rot No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifoun Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. 1-ITL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abram, P.E. (Submitted under NOA No.10 0510.13) /�//�► fa))L P E-1 Manuel Fez P.E. Product Control Exa finer NOA Nod. 7- 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 D. QUALITY ASSURANCE • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tb Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) • • • • 2. Glazing complies with ASTM E1300-09. • • • • • • • •• • •• • • •.• . 1. Miami -Dade Department of Regulatory and Economic Resourc ER) • • .• E. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Dnrelrnours'&'To., Inc. for their "DuPont SentryGlas® Interlayer' dated 08/25/11, axp1 it!g on QI/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont IleNeanours.&'Co , Inc, for their "DuPont Butacite® PVB Interlayer" dated 04/11/1 •exp ring o09.�� 11/16' 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical CompMiy'(MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tt' Edition (2014), and of no financial interest, dated July 18, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, F.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel Perez Product Control Ex in r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 .•• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, 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. J C 6th . . Edition (2017), dated July 15, 2017, prepared by Al-Farooq ConrpvrationvAgned 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. 14-0916.11 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — ,.M.l. approve_d913-Q6/25/15 and expiring on 09/22/20. Ef,-tea, Manuel P e P.E. Product Control E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 49 FLANGE WIDTH D.L OPG. 6' MAX. HEAD/SILL CORNERS 18" MAX. SHORTER SIDES c9 0 -R- II I II /i II 'Y _IL __ U a 48" BUCK WIDTH D.L OPG. II II II T n 11 1I 11 �r /./ FALSE MUNTINS (SURFACE APPUED) FLANGE & FLANGE ADAPTORS FRAME OPTIONAL SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS 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 (STH EDMON)/2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER 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 -METAWC 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. UFE 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 TB1 I II II _ LL 11 8' MAX. SHORTER SIDES EQUAL LEG FRAME U rn 49' FLANGE WIDTH D.L OPG. T1 1 II II 11 II T rB•444 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH L % J WINDOW MOTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1 B" MAX. SHORTER SIDES TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 96" BUCK HEIGHT D.L. OPG. /d. 01 II it �� ji II 11 II II II II II / II 6" MAX. CORNERS 17" MAX. STRAIGHT SIDES DAYI RE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" W. WIDTH1 0 5 LAM GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT • • • • • •• •• •("•D • • 3• �� •�/ • • •y, • • •'-'• • • u-'- - -rF•-I • • • • • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMIL2•C l• VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR R TA LE SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOS •S APES. By •-11 --711 Miami • • • • • • • • • • • • • • • • • • •• •• PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.07. • • • • Expiriion Date4109 • • O • •'. • t • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ATE OF is OR . F MO�.•��,*' ••w eo, YirnIF11� 0 0 0 8 =J f V 1 a 0 n c 5 B NO CHANGE THIS SHEET a c 1 drawing no. W10-02 (sheet 1 of 6 6" MAX. HEAD/SILL CORNERS 48" BUCK WIDTH D.L OPG. 16" MAX. r STRAIGHT SIDES 11 II II II I I II 11 48" BUCK WIDTH D.L OPG. m f8 4 - 1L 1rr It II _JL 'V 11 �r !t T II II FALSE MUNTINS (SURFACE APPIJED) OPTIONAL 18" MAX STRAIGHT SIDES 8" MAX. HEAD/SILL CORNERS FIN FRAMES 48" 16" MAX. STRAIGHT SIDES O 6" MAX CORNERS TYPICAL ELEVATIONS 96" BUCK WIDTH D.L OPG. ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES • • • • • • • • • • • PRMUC7•REV?SEb • • as complying with the Florida Building Code NOA-No. 17-0918.07 • • • • ••E,iration��tt 09/2 S O • • • • • • g�. • • ••• •• • M. �:de -• *du on • • • • • • • _ • •• • • • • • • • • •• • •• •• • c;fh4i 9 ZQS7 • <s. 16" MAX. STRAIGHT SIDES 11311 III ,,, )P•'v}GENS•!0 .TATE OF 40 SERIES SENDNEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) N a U FAX (305) 593-6592 5 0 5 5 5 ND CHANCE THIS SHEET UPDATED 10 2017 FHC o` b c a drawing no. W10-02 sheet 1.1of 6 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • DESIGN LOAD CAPACPPY - PSF DESIGN LOAD CAPACITY - PSF W AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 9538) C TEL (305) 2648100 FAX. (305) 262-6978 COMP-ANL\W10-02C01) FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'8'Ci' GLASS TYPES 'D'k'D1' FLANGE DIMS. BUCK DIMS. MASS TYPES 'C'k'CI' GLASS TYPES 'D'k'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 23' 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80,0 30' 29- 80.0 80.0 80.0 80.0 30" 29- 80.0 80.0 80.0 80,0 L 36' 35' 80.0 80.0 80.0 80.0 36" 114' 35" 113' 73.0 73.0 80.0 80.0; 42' 36. 41" 35"80.0 80.0 80.0 80.0 41' 40' 61.4 61.4 80.0 80.0 48' 47" 80.0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 !%;:% 54' 53' 80.0 80.0 80.0 80.0 30" 120' 29" 119" 80.0 80.0 80.0 80.0 3 60" 59" 80.0 80.0 80.0 80.0 36" 35' 72.4 72.4 B0.0 80.0 1 61" 60' 80.0 80.0 80.0 80.0 39• 38' 65.8 65.9 80.0 80.0 24• 23" 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 .1016 30" 29" 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 B0.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 36" 35" 80.0 80.0 80.0 80.0 36" 121' 35' 120" 72.3 72.3 80.0 80.0 42' 48" 41' 47. 70.2 70.2 80.0 80.0 39" 38' 65.8 65.8 80.0 80.0 48" 47' 61.3 61.3 80.0 80.0 54' 53" 61.3 61.3 80.0 80.0 . " 7`P. BUCK DIMS 14•I 6' 61.3 61.3 80.0 80.0 611 60"" 60" 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY - PSF SERIES SENTINEL 130 ALUM FIXED WINDOW (L.M.I.)(S.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FM. (305) 593-6592 I 24" 23" 80.0 80.0 80.0 80.0 FLLN'GE DIMS. BucK DIMS. GLASS TYPES 'CTC1." GLASS TYPES 'D'k'DI' FLANGE FRAMF 30' 29' 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 36' 35" 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 42' 60" 59" 59"70.2 70.2 80.0 00.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 FLANGE DIMS 48' 47" 61.3 61.3 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 BUCK DIMS 54" 53' 54.3 54.3 72.5 72.5 48" 26, 47' 25, 80.0 80.0 80.0 80.0 60• 59' 48.8 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 80.0 80.0 80.0 61" 60' 48.8 48.8 65.1 65.1 61" 60" 80.0 80.0 80.0 80.0 i 24• 23" 80,0 80.0 80.0 80.0 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 1- fGUAL I FG FRAMF 36• 35" B0.0 80.0 80.0 80.0 37' 38-3/8" 36' 37-3/8" 80.0 80.0 80.0 80.0 42• 41' 70.2 70.2 80.0 80.0 48' 47' 77.1 77.1 80.0 80.0 F BUCK DIMS 48' 72. 47' 71. 61.3 61.3 80.0 80.0 53-1/8' 52-1/8' 77.1 77.1 80.0 80.0. 7 60' 5' 54.3 54.3 72.565.1 61' 60' 77.1 77_1 80.0 80.0 60' S9' 4 48.8 48.8 65.1 65.1 19-1/8' 18-1/8' 80.0 m6,�1£°'oSS o b b b t• o b b 80.0 80.0 61' 60• 48.0 48.0 64.0 64.0 26-1/2" 25-1/2" ., 80.0_ 80.0 80.0 ;i FIN FRAMF 24" 23" 80.0 80.0 80.0 80.0 IN] 37.. • 50-5/8_ 36' I 80.0 80.0 80.0 -�.7 8 n u WOW. SIZES ADDED NO CHANCE THIS SHEET I1 M H - ry g Ls,k 00 i j 2 2 ry R 30' 29" 80.0 80.0 80.0 80.0 48' 47' 61.3 80.0 80.0 ' BUCK DIMS 36" 35" 78.2 78.2 80.0 80.0 53-1/8' 52-1/8' 49-5/8' 58.0 77.4 77.4 �� 42" 84. 41" 83' 70.0 70.0 80.0. 80.0 61• 60" 58.0 77.4 77.4 P 48" 47' 61.3 61.3 80.0 80.0 75-1/4' 74-1/4' 58.0 77.4 77.4 ' ' '>•• 54- 53" 54.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 76.5 76.5 FLANGE ADAPTOR FRAME ` e 56" 55' 52.4 52.4 69.8 69.8 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 I -I- 24" 23' 80.0 80.0 80.0 80.0' 26-1/2" 2713 25-1/2" „ 80.0 80.0_ 80.0 80.0 FLANGE DIMS 30• 29' 80.0 80.0 80.0 80.0 37 (63 ` 36' I 80.0 80.0 L 80.0 80.0 36' 97" 35' 96" 75.6 75.6 80.0 80.0 48" 47" 62" 61.3 61.3 80.0 80.0 NOTE: GLASS CAPACFIES ON THIS SHEET a 42- 41' 65.2 65.2 00.0 80.0 53_1/8' 52-1/8' ,. 55.3 _ _ 55.3 73.7 73.7 ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) m U o o ' a o x 8 48' 47" 60.6 60.6 80.0 80.0 t 6111 1(p 60" - 48.0 48.0 1 64.0 64.0 AND FLORIDA BUILDING COMMISSION 49' 48" 59.6 59.6 80.0 80.0 75-1/4" 74-1/4" 46.5 46.5 61.9 61.9 DECLARATORY STATEMENT DCA05-DEC-219 24" 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" •841.0 •• .0.0• •80.0•• 8:0 : ••• II11 m c" a w "" 30" 29' 80.0 80.0 B0.0 80.0 26-1/2- 25-1/2" , • 80.0 :0.0 • :Bo.: • 8:0 • `1111111l j7 • � 1l />D}y1 7/, ,, " e $ ', 9 . et g 36" 102' 35' 101 • 74.6 74.6 80.0 80.0 37" 36' a •78.9 • �8.9 • •80.. • B�0• • • i 'jnn17 Jam` �� " LENS LI �. V B•-• 42' 41' 65.7 65.7 80.0 80.0 48' 76" 47' 75' 60.3 . 1.3 • . '• •Bo.? • 810 4 . C 9 G.1 • • 46' 45' 59.3 59.3 80.0 80.0 53-1/8• 52-1/8" . • •e55.3 • 55.3 73.7 73.7 PRODUCT REVISED ^•70592 24" 23" 80.0 80.0 80.0 80.0 61" 60" 48.0 48.0 84.0 64.0 as complying with the Florida Building Code '- , = - 30' 29' 80.0 80.0 80.0_ 80.0 NOA-No. 1T-0918.D7 f 36" 108" 35" 107" 73,8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER 6HEEIS 1 lik 1.1 • • � ••• • . ATE OF ({/; • I�ti Date 09 2020 drawing no. W1 D-0Z 42" 41' 62.4 62.4 80.0 80.0 �•,�+� • • • . .. F<OR10P;. •�\�� : • • • • : �i "" 44' 43' 59.1 59.1 80.0 80,0 • s, • • • • • • • • • •ay I yp 74 (Sheet 2 of 6 • • • • • -• • -.Ilia . l roductZbntro( f i n l i �N3 • • •••• ••••••• • • • •• •. •• • • •• • •• •• •• • • • •• • • • • • • • • 00 00 • • • 00 00 3/16" ANN. GLASS 075" Interoyer Saflex CP With PET Coro. By 'Eastman Chemical Co.' 0R .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray Americo, Inc.' 0R .090" Inter -foyer Trosifol PVB By 'kuroray America. Inc.' 3/16" HEAT STREN'D GLASS v ra ® �W► �rj ® 11F-7-77] AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE `C' 7/16" OVERALL LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 (L.M.I. & 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core '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 'kuroray America, Inc.' 3/16" HEAT STREN'D GLASS I I ®AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16' OVERALL LAM. GIA55 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/8" AIR SPACE 3/16' HEAT STREN'D GLASS K O 7. /EC W 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/8" AIR SPACE 3/16" HEAT STREN'D CLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'OUANEX' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'CI' 1' OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cr At 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/16" HEAT STREN'D GLASS .075" Interlayer Scflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 0R 090" Interlayer SentryGlos By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuroray America, Inc.' 3/16' HEAT STREN'D GLASS •• • AT 1/4 PO NTS SILICONEE 1200 OW CORNING 899 OW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' •OR• • • • • •• •DUTASBIL 'OEANA(' • • •OR • • • • • • • •SURER '& 'I!(' • • • • • • • • • • • • • • • • • • ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSIL L/444l SS • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • •- • • • SLICONE GE 1200 ,�. DOW CORNING 899 DOW CORNING 995 � p SILICONE '' GE 1200 F DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED complying with the Florida Building Coda NOA-No. • 17-0918.07 raft 09/22r2020 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • OPTIONAL GLAZING DETAIL, GLASS TYPES 'Cl' & `Dt' OF h�NAL1�11N 1) FAX. (355) 593-6592 0 UPDATED TO 2014 FOC 0 9 3 0 0 1.4 41 n d owing no. W10-02 (sheet 3 of 6 ' TYPICAL INSTALLATION DETAILS 4.1(/ fil COMP-ANL\W10-02CGI)I THESE' DETAILS ARE TYPICAL•ON ALL FOUR SIDES OF WINDOW -, AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.IY. 3533) TEL (305) 26443100 FAX (305) 25241978 INSTALLATION DETAILS THRU 1X i , WOOD BUCKS INTO CONCRETE FLANGE ��JJJ INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL EA ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4' MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MUWONS FLANGE SSHIMS ji II �I it 2BY WOOD BUCK FOR SPACING OR W000 STRUCTURE TYPICAL ANCHORS METAL STRUCTURE SEE REV. , FOR SPACING TYPICAL ANCHORS 4 _/ a v rSEE ELEV. © O- y FOR SPACING <h - s i CO i� RI�IgM �81 1i� lei" i for. 0 IN.. IIMMIIIMOMII ,rp .b o w SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.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 `l WOOD ' v " 1BY BUCK TYPICAL AW9HORS SEE ELEV. FOR SPACING © i ® I .� E1 E3 . 1/4" MAX. .' EQUAL LEG EQUAL LEG SHIMS - EQUAL LEG © EQUAL LEG aa. ® 2BY WOOD BUCK OR METAL q B I I 10 � WOOD STRUCTURE �+ li a STRUCTURE ® TYPICAL ANCHORS ® I/p., i 7 1=11=_i:l SEE ELEV. -I x y FOR SPACING © � ® • .. IIF ,T; -�` I II r:� 1 I:i�'i� Ez ��&��nhu`,l�� o$r —ten LIn_ mai„ c o I w 4 � yNINNN 800©�� ^ 2 S . ' scale: 1/2• — 1• 1 C 02.28.11 ✓r NO CHANCE TH5 SHEET (dr.\ D 10.10.11 NO CHANGE THIS SHEET by: J E 07.21.14 UPDATED TO 2014 100 F 04.10.15 NO CHANCE THIS SHEET �cNk. by: ) C 08.29.17 UPDATED TO 2017 FBC �, ®irr Q -_4'•> SEE SPACING FOR SPACING 'v ` LII WOOD ,. v1 ^'1' BY BUCK TYPICAL AFlCHORS ' SEE ELEV.= FOR SPACING ® ,I I TYPI®ANCHORS SEE ELEV. FOR SPACING ® N PRODUCT REVISED as complying with the Florida Building Code NO-N Non -No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2 / ' AND TRANSFER THEM TO THE BUILDING STRUCTURE. By JAL, 1/4" DIA. KW1K-CON II BY 'HILT' (Fu=163 KSI, Fy=157 KS) Mplpl • • • • • • • t�1�111111i/t 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) i14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) •• ir ,, �7 a • `Y11�' INTO 26Y 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) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) • (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.) STEEL' 1/B" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTO • • • • • • -_ • • : *INTO CatICRE!E D�N�1'•-� 2-19/a" MIN. i O YVG� S�F TUR6•= 1i Miu. • • �,1� t ' 1 U1Ih INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS to = 30 PSI MIN. iT C•EE S10LLOW)FILLED &L ( AT J L m 0 PSI MIN. • • 4 J •_ • • • • • • • • • • • • • :• • •• • • • • • • • ` 'J - ", -• ' ,i ��7a Altlllllllttt A_ F�AQ�A�A�i�� g''•'>'Q �� y •-' _ I * . �= ly` 7E OF J ' `t/ '' OR1OP.•' C9?� ••�A�.,0' drawing no. 9 Nl1 O-Orz sheet 4 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • TYPICAL INSTALLATION DETAILS {�U iO rj o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (306) 262-13978 COMP—ANL\Wb INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAETOE INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX. I SEE ELEV. 2BY WOOD BUCKFOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE ® B S L ® 3 �I SEE E EV. FOR SPACING ' ® TYPICAL ANCHORS FOR SPAC �IL �. ® lohbol `y'' ° FOR SPACING � I. N \ ° C3 44 �i�� (SERIES SENTINEL 130 ALUM FIXED WINDOW (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 !--'IL::::i.-. 11,414441 rI rI �-ri'�� 1 . _ 5�� i-V\ MINA i CD W000 s ° 1BY BUCK 0 .TYPICAL AFYCIHORS SEE ELEV. FOR SPACING- © 111 CD. x CD 19 Cif H 2 3/8" MIN. 1/4" AlAx. BUCK HEIGHT 1/4- MAX. GAP GAP W000 STRUCTURE NOT BY CGI 1/2' MIN 1/2" MIN. nt r1 O C2 ' 2 3/8" MIN. FIN FRAME ® BAGKBED CAULKING ,__ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I �', .- NB SMS (GRADE 2 CRS) `E, .822 - o AP UPDATED TD 2014 MC NO CHANGE THIS SHEET 8BUCK o E INTO 2BY WOOD BUCKS OR STRUCTURES -WA "-"__' -_'_ -___ WOOD .._ _ WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD +ti . DEPTH SHALL BE 23i". a �' THE USE OF DEEPER' OR BEVELED WOODBUCKS IS PERMITTED, H JSFNOT Y WRAPea 0 EXTERIOR BUCK WIDTH BUCK WIDTH a I I FF==_� 11 II MIAMI-DADE COUNTY APPROVED MULLION rr �1 1 MIAMI-DADE COUNTY APPROVED I I MULLION & MULLION ANCHORS I 2 o o o ' ..Soo d m _I I I 1 I I I & MULLION ANCHORS SEE SEPARATE NOA • •.. • I SEE SEPARATE I� 1 •• • I • NOA I • • • I • • • •I • • • • • •7) • Cf1 i 4 Lg11 N111111111///' ��y",/ v 2cc w i. scab: 1/2' - 1' / ' dr. by: chic by: PRODUCT REVISED 1 as comp) In ith the Florida NJ T,1.„ - 1 i L _-J 1 Building Code 17-0918.07 _ • • • • TYPICAL ANCHORS ��N___O��-A��,��--No. • • ELEV. P i. • . WU�atlon Date 09,22,2020 O. e. OF l{/� .FOR a14 % 1' SMS. • • • • • • • • • • • s`. OR1DP./\�� • •. '/i/ • • •• •• •• •• ;Mlynt de Pro •NAL ) • • • • • •• • s • ��` ///11111111111 (sheet $ of 6 • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • E1 FLANGE FRAME FLUSH FRAME/FlN FRAME GLAZING BEAD (LAM. GLASS) -.120 .995 1 E4 GLAZING BEAD (LAM. INSUL. GLASS) L .500 .125 GLAZING ANGLE (LAM. INSUL GLASS) 1.130-1l--.065 lsly"so .050 J 1.395 1.680 NAIL FIN ADAPTER .550 E6 FLANGE ADAPTOR .160 L .180 050� 065 FLUSH FRAME COVER .050 OSCREW COVER rrEM FART 11 QUANTTY DESCRIPTION MATERIAL MANF./5UYYUM/REMARKS E1 CM-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/RN FRAME 6063-T6 - E3 CM-121 4/ WDW. GLAZING BEAD (UM. MUSS) 6063-76 - E4 CM-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CM-110 4/ WDW. NNL FIN ADAPTOR 6063-T6 - E6 CM-109 4/ WOW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CM-3612V AS READ_ GAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CM-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-75 - M5 - 2/ UTE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 110 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• c fl `u17 PRODUCT REVISED as complying with the Florida Building Code NO`1-No. 17-09113.07 • • • • • • • • • • ,• • •• • phltlon Date 09/22/2020 • • • • • • • • • o • • • • • • • •• gy • • •• • •• • Min ado ro•uc Co r•1 • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • J NEL 130 ALUM F1XED 23 COMP -ANL\W10-02CGJ C FAX. (305) 593-6592 0 0 c 1.1 tz 2 5 Q A G 2 6 UPDATED TO 2017 FOC 8 �s Li R 0 drawing no. W10-02 (sheet 6 of 6j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiaI•fails tp meet the requirements of the applicable building code. . • •• . • • •• • . • This product is approved as described herein, and has been designed to comply with the Flori} da • Building cele; including the High Velocity Hurricane Zone. • . 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.ov/economv IDESCRIPTION:'Series f 160:Senti'nel' Aluminum Outswing'Glazed'Doors'w/wo Side'lities�•VE— • • APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alumcutswing Dop;.. • • (L.M.I./S.M.L)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq CorpojiriQ47dated.(1r1 3/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cpuut 4 Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Daae Couinty ontrdl • Section. • • • MISSILE I'VIPACT RATING: Large and Small Missile Impact • •. ... •. • . . • ..• . Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1.1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered 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. TERMTNATION 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. rNOA No:17.1226.05' 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) Unifoini 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 Eialuiininuniurw/ • • sidelites, by American test Lab of South Florida, Inc., Test Report No. ATI/SF;2218.01 'f2 dated • 02/11/2013, signed and sealed by Henry Hatem, P.E. • • 2. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per FH '�'S 204.9 •'•• • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 20344•• • •••• • Along with manufacturer's parts and section drawing marked -up drawings orlitYlinum sidelites, • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample /3) dated 041t5f2015, • • signed and sealed by Ramesh Patel, P.E ...• • •• • •• • .• •• • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct 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 Outs;yipipoor sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Faroo4Loxporatiore,.dded ' 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Akrriael, 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 Fli1G i'44S 202-94 • • 3) Water Resistance Test, per FBC, TAS 202-94 • • 4) Large Missile Impact Test per FBC, TAS 201-94: •' 5) Cyclic Wind Pressure Loading per FBC, TAS 203•-94 • • • •• • • •Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t 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 in ngncial ipivest . • prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by.JavadAgniad, P.T.•.:• 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. Produlct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 z SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR Wf SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR 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 0R 2BY WOOD 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 LIMITED 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 /16 ANN. GLASS 3/16' HEAT STREN'D GLASS .075' Soflex CP With PET Core — By 'Eastman Chemical Co.' — .090" Soflex Clear And Color Gloss By 'Eastman Chemical Co.' _ .090" SentryGlas By 'Kuraroy America, Inc.' _ .090" Trosifol PVB' By 'Kuroray America, Inc.' NTERLAYERS 3/16' ANN. GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS INSTRUCTIONS: USE CHARTS AS FOLLOWS. GLAZING OPTIONS • • • STEP 1 STEP 2 STEP 3 STEP 4 7FP 5 THE LOWEST VALUE RESULTING FRRM STEPS 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. • • INTERLAYERS— _ .090' SentryGlos By 'Kuraroy America, Inc.' .090' Trosifol PVB By 'Kuraroy America, Inc.' 3/16' HEAT STREN'D GLASS .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Glass _ By 'Eastman Chemical Co.' SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'B' 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-0 a Product Control DOO• •RS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. • • • • • • • • • SHUTTER, ARE NOT REQUIRED. • • • DETERMINE DESIGN WIND LOAD REOUIREMEI* B SED ON WIND VELOCITY, BLDG. HEIGHT, WINO IONE • • • • • • • • • • USING APPLICABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE (XX) 000R CAPACITIES SEE SHEET 2. FOR SIDELTE PANEL (0) CAPACITY 9[E SHR7• 1 • • • • FOR SIDELITE COMBINATION WITH cipOR• • • • • SEE MULLION CAPACITY CHART ON SHEET 4. • • • • • • FEB 1 5 ?018 • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • •• • • • • • • • •• • f I tj COMP -ANL\W13-01CGI 1 8 8 2 5 rN 0 0 N O cc c O S ' o 0.1 0) o A -o 3 C Z . 0 - o� Uo FAX. (305) 593-6592 0 drawing no. W13-01 sheet 1 of 13j 3/16' TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS .090" Interlayer Saflex Gear And Color Glass By 'Eastman Chemical Co,' 3/16' TEMPERED GLASS 3/8" AIR SPACE 3/16' ANNEALED GLASS .075" Interiayer Sofles CP With PET Core By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS ` 3/16' HEAT SIREN•D GLASS SILICONE DOWSIL 995 r DOWSIL 899 GE-1200 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R L_ DURASEAL B1' 'WAND(' / OR SUPER SPACER BY 'QUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'Cl' " OVERALL INSUL LAM. GLASS 3/16' TEMPERED GLASS 3/8- AIR SPACE 3/16" ANNEALED GLASS _ .090" SentryGlas INTERLAYERS— By 'Kuraray America, Inc.' .090' Trosifol PVB By 'Kuraray America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE SILICONE DOWSIL 995 DOWSIL 995 DOWSIL 899 DOWSIL 899 GE-1200 GE-1200 a \ nZ� XL EDGE SPACER Si. STEEL BY 'CARDINAL' 0R DURASEAL BY 'OUANEX' / OR SUPER SPACER BY 'QUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERLING' AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM, GLASS GLAZING OPTIONS / AT 1/4 POINTS GLASS TYPE 'C3' 1' OVERALL INSUL LAM. GLASS •• ••• • • • • • •• XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 0R KODISPACE 4SG TPS BY 'KOMMERUNG' PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control • • • • • • 11111111f11!!// , • FEB I 5 2918 _ '�••'EN36.9 'Na. 70592 • ••• • ••• • • _ \.. • • • • • • • • • DC:: • • • ••• • • • • • \= / _ 4 Liet,� • • • • • • • • • • • • • • • • • • • • • • • • • • • • (OR 'ONA' IO YP� LLt111ill U 0 U CC n FAX. (305) 593-6592 drawing no. W13-01 sheet 1.1 of 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HINGES SEE NOTE BELOW / y 6". MAX. HEAD/SILL 7 CORNERS 42" DOOR FRAME WIDTH 3"\ LEAF -HEIGHT 83 1/8' O 1 II II rli _ ter/ / �I II / iJ1 %r a \_ -�=aF==== \ �\ / / / A II I \ I .• w S z ACTIVE ,-1�. TYPICAL ELEVATION ( X ) too 'U 2 ANCHORS TYPE 'A', 'B' OR AT STILE ENDS \_2 ANCHORS TYPE 'B' AT STILE ENDS HINGES SEE NOTE BELOW - P'' - / / / / / \ \ \-4r FLU BOLT SEE IILSH`4E7 11 LEAF HEIGHT 83 1/8" D.L OPG. O I I _ I S /DETt / 3 POINT LOCK SEE SHEET 10 \ \\ \ yy '/Lr �r / II \ / \ % ACTIVE lk.. ., ,IMIESEMIllI DOOR OPTIONS 4 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - ± PSF GLASS TYPES 'A', '8', 'C1', 'C2' B 'C3' FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX) .HEIGHT „ STD. ADA SCH CC BLDW CXL KOD I QUAN 37-1/4" 72" 44.96" ) 35" . 80.0 1 70.0 �.80.0 I 80.0 80.0 80.0 80.0 I 080.0 • 42" 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 80.0 70.0 70.0 80.0 {•, NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. SEE CHART FOR QUANTITY SURFACE APPLIED FALSE MUNTINS MAY BE USED LOCK CfTS• SCH SCHLAGE CC = COPPER CREEK BLD = BALDWIN K = Po 4�y(11SP CE • • 2 AN QLAN DIIRA AL • • • • • • j1 N fUPER6PACfR •l ASy INlUI AT11RC' • • CAL JCAIAIN X: •• • • • • • • • • • DOOR D.L.O. DIMS. • • • • • D.L.O. HEIGHT = FRAtME•FIU'HT . 12.835" • D.L.O. WIDTH (X DOORS). = ERAM4 WIDTH - 13•'5" • • D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 35)/2• HINGES SEE NOTE BELOW HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - j • C'1 a i n c / 61 G SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 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) •• • • •• •• PRODUCT REVISED as complying with the Florida •Building, Code • NIOA-No.• 17-1226.05 • •JJPirotio• �Date 08/08/2023 • • • • I113r Miami-D Pro oc Control �tt111I111` FEB 1 5 2D18 /� �No, 0582 /\I 1\54 — a a L 1 .�cr 4 drawing no. ° " `�� W13-01 ��u 1�11111111\ sheet 2 of 13 • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 43 1/8' SIDELfTE WIDTH 6' MAX. HEAD/SILL CORNERS b � O 37 1/8' D.L. OPG. TYPICAL ELEVATION ( 0 ) 65 1/2" MAX. 42- 81 1/2" 42" SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3' 3' #1' SIDELITE WIDTH 1 Fr- - _ _ I / / .. T. \ ,, II ,,, --rr---- FRAME HEIGHT 83 1/8' D.L. OPG. .l'\r.. SEEMS / I II 0 < SEE SH L_ =---yl 1 �F III I E // / / \ \ \ •,,-,- t�! //II . \ -� I II -- �� zlr II / ii / II II I L__ / // ACTIVE ,_' . INACTIVE � _ SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A. •8. 'C1' GLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30' 33" 36- 37-1/8' 3g" 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.o 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" 96" 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.o 80.0 80.0 37 1/8" D.L. OPG. SIDELITE OPTIONS GLASS INSU) ATOR I IMfTAT10NS FOR SIOF1 TIT WIDER THAN 37-1/8' ONLY 90' do 96' HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE .C3' CARDINAL XL (OMIT MAX. LOADS TO 370.0 PSF) 28 1/4" • D.L. OPG. 4 ANCHORS TYPICAL ELEVATION TYPE '13' AT STILE AND ( OXXO ) MULLION ENDS •• ••. • • • • • •• 37 1/8' D.L OPG. SEE CHART FOR QUANTITY HEAD ANCHORS QUANTITY 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 MUNI1NS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. Ff. • • • `41 �1\111 lI l If lj/ .• •.• •• . . • •• FEB1 5 2Q19 ;`• s\''WGENgF PRODUCT REVISED :/-\N' O592 ' as complying with the Florida = Li y + Bulldin Code SIDELITE D L 0 DIMS • • • •• • • • • •• • • B6• � i 17-1226.05 1 ' L $T{ITE F D.L.O. HEIGHT = FRAME HEIGHT - 12.8750 • • • • • • • �' • � pi: tiA1 Date 08/08I2023 AkJ e •�� D.L.O. WIDTH = SIDELITE WIDTH - 6" STANEIVNE� VELRE MNLT. • • or • � ,...9 "�C!\ ` • D.LO. WIDTH = SIDELITE WIDTH - 4.875 �I�LITE TQ DOOR ONLY. • • • MIa a roduct Control ////'°NAt-1,1�s\s �t1 Si • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • •. •• • • • •• •• 0041 • • • •.• • • (e�U COMP -ANL\W13-01C S O d 8 5 2 6 :E THIS SHEET 8 a g drawing no. W13-01 sheet 3 of 13 DESIGN LOAD CAPACITY - PSF DOOR SIDELITE SIDELITE TO DOOR MULLION SIDELITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES Exr.(+) 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 80.0 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 90 80.0 80.0 37-1/8 80.0 80.0 39 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 SIDELTE WIDTH 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 SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MUWON CAPACITY SEE CHART .ABOVE LOWER VALUES FROM DOORS, SIDELITE, D00R/SIDEUTE OR DOOR/DOOR MUWON CHART WILL APPLY TO ENTIRE SYSTEM. DOOR FRAME WIDTH SIDELITE WIDTH �� SIDELITE DOOR FRAME r WIDTH II WIDTH SIDELITE DOOR FRAME SIDELITE WIDTH WIDTH WIDTH - 0 IT 7\01 \/- rmri► d • IC 14 ,/©tI\\0_I / /\I L\/ \ / / \ / Clalmm• MUWON END ANCHORS SEE SHEET 3 ( OXX ( )(XO DOOR SOLE END ANCHORS SEE SHEET 1 0X0 ) SIDELITE DOOR FRAME DOOR FRAME DOOR SIDELITE . FRAME '. WIDTH WIDTH ` W10TH s. / // / / �i O \ \ \ \V. •_ i // \ \ \o_- /�/\ \ / / / ] / SIDELITE WIDTH WIDTH WIDTH l av 4/ /\ • n / i \ \ \ \, \ 5 \ •. / / / \ ( 0XX0 ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE RASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • • DECLARATORY STATEMENT DCA05- DEC-21 9 • • • • •• ••• •• • • • •• PRODUCT REVISED as complying with the Florida Building Code • • • • • NOnra• 126.06 74i2 •• • • • .• �,_ • • • • •inplrayon Date 08/08/2823* STA OF • • • • • • •• • • i •'•.!PL P.'N, • • •• Yv 77/r/ • • sSS, .. • • 1•ia 1-pa d••2Contr 1� /ol�(A�. t0‘\�� FEB 1 5 2018 \\1t111111/ 7 E92 COMP-ANL\W13-01CG1 0 2 NO CHANGE THIS SHEET 4 0 REV. PER RER COIWENTS 0 drawing no. W13-01 ••• • • • • ••• • • • • • • • • • e • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 4 of 13 8 EDGE DIST CONCRETE i TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING I63-a or ` ono Li EDGE DIST. POURED Et HARDENED HIGH STRENGTH GROUT f'c 5000 PS MIN. NOT BY COI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOUS SHIMS / g OPTIONAL TO GROUT) M - N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE • • • •• • • • •• TYPICAL ANCHORS SEE ELEVATIONS FOR SWING • • • • • • • • • • SADDLE (ADM THRES.H...,,,•••OO'''ID'''• • • • NOT APPROVED FOR WATER INFILr ileN RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70. PSF ••• • • • DOOR, DETAIP • • • • • • • • • • • •• • • • • • • FEB 1 5 Y018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 0y Mia i-D. • roduct Control J 'p.• �ENSF '•. '. , "0592 E OF ADIVALt f`'111111 `% COMP-ANL\W13-01CG1 8 8 8 Y NO CHANCE THIS SHEET 0 0 0 c 014,- drawing no. W13-011 sheet 5 of ) 3 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY WOOD BUCK SEE NOTE SHEET 1 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 'E'- 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 EDGE 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 OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 mi fa o TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE •• • • • • • • • • •• rI MIAMI—DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE NOA • FEB 1 5 201E • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • •• i DOOR PETAIL9•• ••• 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 Dad roduct Control 70592 A fY.._ i+1111111� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • .4:4119' CC N 00 o1- "o C O H N 0 cn Nf m O"1 - 3 cz�n 3 0 . 5 CD p5 J FAX. (305) 593-5592 EE o � 0 NO CHANGE THIS SHEET a c" drawing no. W13-01 sheet 6 of 13 3/8" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w METAL STRUCTURE 1/T MAX. LOAD BEARING', SHIM CONCRETE OR MASONRY TYPICAL ANCHORS SEE ELEV..; FOR SPACING 810R ACTIVE LEAF 1 /2" MAX. LOAD BEARING SHIM tin D.L OPG_ EXTERIOR LEAF WIDTH DOOR FRAME WIDTH ©OR (2)-\ D.L. OPG. LEAF WIDTH DOOR FRAME WIDTH 18Y WOOD BUCK SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L 0PG EXTERIOR LEAF WIDTH • • • • • • •• ••• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.d22f•-•Q6• • • • • • • • • • • • • • • • Expiration Dater ;_q$/2013 • • • • • • • • • • • • • • • • • • By ''. • • •• • • • Nile -Da. Trodu•t Contrr. DOOR DrTAILS • • • • • •• • • • •• FEB 1 5 1018 1 /2' MAX. LOAD BEARING SHIM BY W000 BUC STRU TE RE EET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING il1111111110, 70592 •. $TA1 OF Nd ,'X01fJ1OR•'• sue. °00a. ' \s 'lit 11 O ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • COMP-ANL\W13-01CG1 FAX. (305) 593-6592 1 0 0 L 0 L G g 2 drawing no. W 13-01 sheet 7 of 13 • -. .EDGE "DIST.' e. A TYPICAL ANCHORS SEE _ FOR SPACINGNS 000 MATING JAMB FASTENERS `: .. .. FOR LOCATIONS ,- u,- fly ,� c- o AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 284-6100 FAX. (305) 262-8978 COMP-ANL\W1 CONCRETE - CONCRETE, • , �ze © O ® ONE SDOOR JAMB SPACING yam 111�� - �_Zv�1 CO s � � �-, y �,II��J�p1 o ,I Om-. i� •, ` ," ? PRODUCT REVISED IM et en EXTERIOR 0 ©� : 0 ® as complying with the Florida Building Code non -Ho. 17-1226.05 © Expiration Date 08/08/2023 B y SERIES SENTINEL 160 ALUM OUISWING DOOR (LM.I./5.61.1.)n CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 v I Ij LEAF WIDTH D.L. OPG. Miam Control I II DOOR FRAME WIDTH _ a roduct SIDEL/TE WIDTH E4 i, it is Li 42" MAX. SINGLE (X) 81-1/2" MAX. DOUBLE (XX) 1/2" MAX. w a 0 II n( A LOAD BEARING. SHIM O O MATING JAMB FASTENERS S 33 O -Jti oY ;� Ij is CONCRETE ` ® FOLDO0RJAB SPACING 5 i ON SHEETS 2 & 3 W I MASONRY _) k 1 a1 E. u w GENERAL REVISION REV. PER RER COMMENTS I� I � jF II 41 r0 000 @it EXTERIOR iv 0 D.L. OPG. LEAF WIDTH 2 TYPICAL ANCHORS SIDELIrE WIDTH _ DOOR FRAME WIDTH o o 7- 0 4" LONG SEE ELEV. FOR SPACING 42" MAX. SINGLE (X) • • • • • • • • • • •84-1/2" MAX. DOUBLE (XX) • • • •FR41E 1y1DTy. • • °c u o w 0 .t da CO • • •• •�''••,,. • • • • • • • it • R mi':' G • • • • • • • ��pI Aild `/ce i •• •• • • i• • • • •• •��•'-GE'„si.. FEB 1 5 1018 ={}!';" '\N 7Ows . - i7 ° f —` o �i dx2 :_ / • • • • • • • • • • CONCRETE. '.• .` :: NOTE: LIMIT SHIM TO :El_ ST:UCTURE :,j i4MB TO 3/8: _ .• `� drawing no. he 1 3-1 ° • ° • • • • • • • • • • • I T E OF • iy; N. EDGE DIST. TYPICALELEVAIANCHORS • • • • • • �'9/0 , •• • FOR SPACING SIDELI2E DIETAILS• • • At. eiG�: //lit sheet 8 of 1 3) 1 Illlli'\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ,- II0 03 " J \ • F, o ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARICS I DUMMY 1 AL-189 AS REGD. FRAME HEAD & SILL 6063-T6 KEYMARK / SAPA r __ - 2 AL-190 AS REGD. FRAME JAMB 6063-T6 KEYMARK / SAPA 410.0 IT-r---�__ _ _J AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 2848100 FAX. (305) 262-6978 _ 3 � 3 AL-196 AS READ. SIDELTTE HEAD & SILL 6063-76 KEYMARK SAPA / (ma® _ 4 AL-197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF i CI)1-_IINACTIVE LEAF 5 AL-198 AS READ. MATING SIDELITE JAMB 6063-76 KEYMARK / SAPA I��1 illPANIMBIEVai 6 AL-193 AS READ. PANEL TOP & BOTTOM 5063-T6 KEYMARK / SAPA n-pi ��I�� I di h l 7 AL-194 AS READ. PANEL VERTICAL S11LE 6063-T6 KEYMARK / SAPA - '' -°'I p') �y11�1 L 1 II -- _ 8 AL-199 AS READ. SHEAR BLOCK 6063-76 KEYMARK / SAPA I L�V>rrt..'IYI �(� Il't-�� II & SILL SCREW COVER 6063-T5 KEYMARK / SAPA 3•� -_ 9 10 AL-191 AL-192 AS REOD. AS RE00. FRAME HEAD FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA tin 11 AL-121 AS READ. GLAZING BEAD (7/16" LAM.) 5063-75 KEYMARK / SAPA OPERATION OF DEADBOLT CD0 r _ _-7 12 AL-123 AS RE00. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA (WITH KEY FROM THE 0 EXTERIOR OR URN EXTERIOR I I 13 AL-200 AS REGD. SHEAR PLATE 6063-76 KEYMARK / SAPA FROM THE INTERIOR) -1 _ __ 1 14 AL-195 AS REOD. ASTRAGAL 6063-75 KEYMARK / SAPA ACTIVATES THE THREE-POINT L------__ J REMECHANISM --- MECHANISM 15 AL-508 AS REGD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA REGGAA OF LOCH SET 16 AL-540 AS READ. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. SECTION AT DEADBOLT LOCK 17 HD-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY oi oi o N CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX, (305) 593-6592 18 HD-1204 AS READ. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, SIELL CGI PROPRIETARY 19 HD-5455 PASS AS REGD. LEVER LATCH LOCK, AT ACTIVE PANEL 20 HD-5455 AS READ. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 21 HO-8231 AS REGD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL m®® 090 23 J10 TOR605 AS REGD. TIVE PANEL DUMMYAT LEVER, AT INACTIVE LOCK SET OPTION 2 BRASS SCHLAGE 24 JD60 AS REOD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LEAF 26 HD-34-10116 A5 RECD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK ACTIVE INACTIVE LEAF �_ AT ACTIVE PANEL - (� .- f, o , i 27 28 HD- DB2410 HD-537 A5 READ. AS READ. DEADBOLT (THUMBTURN), LATCH LOCK STRIKE PLATE S. STEEL - ,. 28A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - _, T. 29 HD-538 AS REQD. LT STRIKE PLATE DEADBOLT S.EEL ST - IIMF 29A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 1- 1 C NYLON CGI l r T 1 30 31 HD-536N HO-390P AS READ. AS READ LATCH LOCK STRIKE PLATE SHIM LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CG1 ^^ ® 21 -� AS REGD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR date by desc (ption 105.14 15 NO CHANGE THIS SHEET l NO CHANGE THIS SHEET GENERAL REASON REV. PER RER COMMENTS 32 33 HD -STRIKE BOX HD-525-9-REV 2 /LOCK'MECH. BOLT LOCK ASSEMBLY 5. STEEL CGI ( ` 1 l �� 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-US32D 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 P3/8"-16 ROD 2 /LEAF 53/8'-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-1Y33321 AS REGD. .187" x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - SEALANTS: S ` o 41 HD-12-10042 AS REGD. .350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 42 WS-32011 AS REGD. FOAM-7CalITE CLOSED Cl FOAM COMPRESSION SEAL - AMESBURY••---1R•.-� • • • *GE $E42000 SILICONE SEALANT. 43 HD -CUP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - • • • • • • • • • J 2 . o w �. 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - • •PROOeC7 REVISED • 11111p111J'Il/I • • *as AI#I c i o a - I. I. - E -1 45 - SEE ELEV. #14 x 3/4' HH. TEK (MUWON ATTACHMENT) S. STEEL om}Iyift with orida• \\\ - • •Bustin. Cost • • • • xx\ .�r1,9e// "' �i 46 - 8/HINGE 4/CUP #12-24 x 1/2" PHP. FH_ UC. THREAD FORMING 5. STEEL - • • • • •NOA�1�'. • 17-1224.0i • � ye� e"V9"V. / N 47 - , 2/EACH 16 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expiration Date 8/2023 . 48 - 1/EACH #10 x 3/4' PHP. PH. 5M5. (BOLT LOCK / FLUSHBOLT GUIDE ASSY_) 5. STEEL - By FEB 1 5 2018 = N° 0592 -I 49 03/8"-16 NUT 4 /LEAF ♦3/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - • • • • Mloam - ad atlact Cont al • _ , _= 50 - 2 /FLUSHBOLT #6-32 x 1/2 PHP. PH. MS. (FLUSHBOLT ASSEMBLY) 5. STEEL - • • • • • • • • • -_ ) no. W - 01 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL). SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCR% TECH ••••Ik • �drawing 52 HD-34-?0003 1 /SCREWHOLE INSTALLATIONLATION SCREWHOLEPLUG (ATDOORFRAMEJAMBS ONLY)51 NON - • • •• • • • • • • 53 -(sheet 2/ LITE SETTING BLOCKS EPDM DUR06TER 805 SHORE A 9 of13) • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • LOCK (ACT 10 STrtt 1��------II.. ASTRAGAL 110-24 . 2-12• PHP. PH. 55. M5. 0.450. (OD)..031• NYLON WASHER 0.255 (OD)..040. 2 5. STEEL SPRING 0.450• (OD)..03I • NYLON WASHER TOP HEX ROD WITH CCUPLJNG NU! (L=ST11E HT: 49.675') NYLON SILENCER SLCCK 03.500' 5. 5TEEL WHEEL 1! BOTTOM HEX ROD 57 COUPLING N'J0 HENGTH=34') EACH END. TYP. UNLOCKED POSITION LOCKED POSITION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date08/08/2023 By Main a Product Control • • • • • „mutt", �. AH P� VC�Sf FEB1 5 ma (� • ••• • • • • • • • • • • • • • • • • • • •• • • • .• . • • • • .. • SWAT IF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• Nl c 0 EL O O 3 A va c " drawing no. W13-01 sheet 10 of 13 1 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.L.N. 3538) /� TEL (305) 264-8100 FAX. (305) 262-8978 {•� COMP-ANL\W13-01CGI) ASTRAGAL r� \ LOCK STRP (INACTIVE) l I I I F. U 4 `Tr Ill II Ili I { �ii I1 III UUNrO Wn • • • GPI l I" � 1. J l © 4o rwsnaoLr ACTUATOR 11 1 I f I' 1 1 of PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 ui v ,�^ ^ J CGI Windows and Doors, Inc 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-5590 FAX. (305) 593-6592 o u � w L,3 " o L 2x W g jj g 58 g i Expiration Date08/08/2023 ao Mia I -Da roduct Control NOTE: • • • • • • • I LUSH•BOLT•AT �NACTIIA, STILE • • • FPARITIAL•TOfi END SECTION SHOWN, BOTTOM END SIMILAR) m °' w o 'e N 0 0 o °c o W ,� a L UNLOCKED POSITION LOCKED POSITION �� • 1.• •to FEB 1 5 201892 •• • • h i.:. • . • • • j rG� ob�AL 0 //;rllliO sheet 11of13) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O DOOR FRAME HEAD/SILL .062 - - 1.625 L 1.587 -I • FRAME COVER 6.438 1.755 3.825 075 1.625 SIDELITE TOP & BOTTOM FRAME 1.125 d r 1.587 D62 t0 SILL COVER I'-1.788-1 0 4.495 5.500 1 1.410 O TOP & BOTTOM RAIL • SIDELITE JAMB COVER O HINGE & LOCK STILE O 14 ASTRAGAL ADAPTER .625 f 1 -1 622-�i SHEAR BLOCK 1.500 ,185 SHEAR BLOCK PLATE -.125 IL( l,..Th .500 F- 4.000 SADDLE THRESHOLD i 1.810� - 111.125r_ 4.000 0 .120 080 .500 .120-� {�- - 1.225 r-� .125 DOOR FRAME JAMB 2.388 3.005 - 2.000 ..1 1.4,62 .oso 4.000 .070 T 420 O SIDELITE FRAME JAMB 1.465 -{ 1.061 .310 .080 20 4.000 505 1.465 20O .870 O SIDELITE MATING JAMB .675 .995 050 • 4 7.184 i4-• • • • • • • •• • GLASS STOP (LAMP GIASP) I •. •. .995 4762 -j•• .050• •• L-- • • • . . . ... • .'. 1>�4 I • I • GLASS STOP (NSUL. LAM. GLASS)• • • •• • • • • • • •• • • • •••FEB 1 5 2018 • • a • • . . • . • • • .. •• • . • • . . •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •.• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Data08/08/2023 By Mia roduct Control 0 0 0 1 0 0 v 1.61 21 5 drawing no. W 13-01 sheet 12 of 13 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / I / I 'llJIj1 JAMB 8 DETAIL HOLE CAP FASTENERS SHEET MATING SEE FOR ACCESS HOLE DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS ,zn'2 £:J SIDELITE MATING JAMB CORNER TOP & BOTTOM •• ••• • • • • • •• • • • • • • • FEB152018 •• ••• •• • • • •• ••• • • • • • • • • • •• • • SADDIF THRFSHOID CORNER • ••• • • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 ey Mia 1-7e'Product Control PO.• 70592 JE OF .. y tr '.!•ilubRlOIv, U a U 8 0 z U c 00 o w cc x O N C O N oN " N O -a cZL 0=0 o� 0 og 0 0 o c drawing no. •W13-01 sheet 13 of 13) LDPIOA DCPAATMENT OP Business & rofessional Regulation r OFFICE OF4THE "SECRETARY CONTACT OBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications ( FBC Staff I BCIS Site Map I Links I Search Product Approval ;USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16708-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email El ]ELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com •••• • • • •••• • • • •• • •••• • • • •• • • •• • • • • •••• • • • • Authorized Signature Jason Kantola • •••• • • fbcl@jeld-wen.com •••• • • • •• •• •••• Technical Representative ]ELD-WEN Corporate Customer Service • Address/Phone/Email 3737 Lakeport Blvd. • • • • • • • Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method • • • •• Klamath Falls, OR 97601 • • • • (800) 535-3936 • • • •• • •• • • • customerserviceagents@jeld-wen.com • • • •• • Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden P.E. El Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R8 COI COI JW SS 2015-04-27.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL16708 R8 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/02/2017 12/12/2017 12/18/2017 02/13/2018 FL # Model, Number or Name Description 16708:1, A Design Pro / Smooth Pro / Studio Fiberglass Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010871A X, OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4663.1 SS 2017-11-6?.pdf Created by Independent Vird Party: Yes..... • • . • 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed 4clo41-.3iq x 6-8 3gc13-o:x 8-0 ' Inswing and Outswing • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions ... . • • • FL16708 R8 II A010872AW SS 20':8108126.pdf Verified By: Hermes F. Norero, P.E. 73778 • • Created by Independent Th a? r y: Yes •••• Evaluation Reports • • • • • • •• • FL16708 R8 AE PER4438.1•24117-11-17.pdf • Created by Independent Third Party: Yes. . • 16708.3 C Design Pro / Smooth Pro / Studio Fiberglass Double (XX) Impact Opaque Door g-0 x 6-8.vd•6-0 x 8 p . Inswing and Outswing • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010873A XX, OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4664.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010874A XX, GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4440.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5 E Design Pro / Smooth Pro / Studio Fiberglass Single with sidelite(s) (X,0/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010875A OXO, OX OPQ SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.6 F Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010876A OXO, OX GLZ SS 2016-08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4442.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes I 16708.7 G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010877A OXXO, OXX OPQ SS 2017-02- 09.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4666.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.8 H Design Pro / Smooth Pro Fiberglass Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010878A OXXO, OXX GLZ SS 2016-08- 26.pdf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4444.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Back Next • • • • • • • • • • • • • • • •• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • • • •• • • •• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: ,t 'I y§tatement :: Refund Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a i blic•records reQt,est, dsnot send eitctronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85(1487.1399.6}01st,gnt to Seek 1, • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DepgrtrMent with an email address if they hove • one. The emails provided may be used for official communication with the licensee. However email addresses are publi6 wypi4•14 you do not ylirth tosupply agp•r o•y address, please provide the Department with an email address which can be made available to the public. To determine ifrou ate a licensee ender Chapter 455, F.S., please click here . • • • • • • • • Product Approval Accepts: • • • • r cC [+ Gredlt Ca"rd Safe• f sccuritVmiTRIC3' • • • • • • • • • •• • • • •• • • •• • • • • • • ••• • JELIrWEN DESIGN PRO / SMOOTH PRO / STUDIO IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 = • TAS 202-94 DQ° `# l7 • TAS 203-94 OD 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE l7 Do ¢ RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE z l7 cc FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 Z Q INSTALLATION. O O 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 2 A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES. ADDITIONAL PANEL CONFIGURATIONS AND FLUSH DOORS ARE QUALIFIED. 6. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH _ OH HEIGHT IS 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 A OPTIONAL 2X BUCK ANCHORING DETAILS AND QUALIFIED SKIN PATTERNS 4 A VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A WOOD SUBSTRATES 7 A CONCRETE SUBSTRATES 8 A COMPONENTS & BILL OF MATERIALS 37 1/2" MAX. O.A. WIDTH 0 �0 v= v v e • ACTIVE 11%. 41110©0Y000 vvWWI vvv TYP. ELEVATION 1 1 i- DOOR HEIGHT • • • • • • 37 1/2" MAX. O.A. WIDTH 0 4© 4 HINGE LOCATION 0'1 22 TYP. ELEVATION 2 8'40" DOOR HEIGHT NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •• • • • • • • • • •• • • •• • • • • • •• • • • •• • • • •• ccipivip RATION 1 • • 1 • • MAX. OVERALL NOMINAL SIZE DESIGN PRESSURE (PSF) MISSILE IMPACT RATING • • • WIDTR • • • • • HEIGFR • •• IFSSA/ JG • OUTSWING •POD •- RIEG. • POS. NEG. • 1 • •X • • • '• 3'-0"0 • 6'-8"' •65• •65 ' 65* 65 LMI & SMI X • • 3'-0" •• 8'-0" 50* 50 50* 50 LMI & SMI *SEE GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: 19541399.8478 FAX: 1954 744 4738 WEB: www.bul dingdrops.com 0 w Z F- C7 O 0 v, Z C CC o a v W p ¢ Z Z W U F U 0 - LU Z J Q J LU O U aN w CC wa 4- REMARKS BY DATE Add ADA Sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT Is THE PROPERTY OF BUI , WC DROPS, INC AND SHALL NOT REPRODUCED IN WHOLE OR WITHOUT WRITTEN CONSENT OF BUILD NG D OPS.IINC. ALTERATIONS. ADDITIONS, HIGHLIGHTING, , OR OCHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND ``IDAt`19`1 FITi''14* O �1.4, PO �* 7 *i FBPE CERT. OF AUTHORVATION NO. 29578 Digitally signed by Hermes F. Norero. P.E. Season. I am approving this document )a1e: 2017.02.09 15:24:09 -05'00' DATE: 02.05.14 DWG. Y: LTTJ G M CHK. Y: SS MSS SCALE: NTS DWG. 6: A010871A SHEET: OF8 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • • • • • • ■ INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN. EDGE DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS WOOD SCREW #10 2X WOOD BUCK OR FRAMING 1-1/2" 3/4" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1-1/4" - CMU 1" 17-1/2" 17-1/4" ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" DETAIL B2`_ TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION 2- #9 X 2 1/2" PFH PFH SCREWS 1- BOTTOM SHOOT BOLT PLATE HOPPE #2098911 SILL SECTION VIEW INSWING SHOWN OUTSWING SIMILAR SEE DETAIL B2 2-#9 X 2 1/2" PFH Tx, CO SEE ANCHOR T 37 1/2" MAX. O.A. WIDTH 3" TYP. C2 C2 A2 A2 1 TYP. ANCHOR LAYOUT 2 6'-11' & 8 4" DOOR HEIGHT m SEE ANCHOR T NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. • • • • • • • • • • • • • • • • • • SCREWS • DETAIL D2 TYP. HOPPE MULTI -POINT SHOOT BOLT PLATE LOCATION (RH PLATE SHOWN) D2 c HEAD SECTION VIEW INSWING SHOWN 00TSWING SIMILAR SEE DETAIL 02 • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• ♦ •• • • • • • • • • • • PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: 1950 399-8078 E4019501740.0738 WEI8 wWw.13 din8dropRmm TYPICAL ANCHOR LAYOUTS AND NOTES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT 15 TEE PROPERTY OF BUILDING DROPS. INC AND SHALL NOT BE WHOOR PART WITHOUT WRITTEN CONSENT OF LE F BUILD NG D ORS, INC. ADDITIONS, HIGNUGHTING, oR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND N````t`195PT1'j�T� & -0 - T T cy''9>Ye�X55``` 398 E ortatilrodt Ai,B DATE: 02.05.14 DWG. Y: GLITJM CSSHK.,MY: SS SCALE: NTS DWG A010871A SHEET: 018 2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • o u 4 1/2" TYP. 4 1/2" TYP. 1 1/2" OFFSET - YE. 7.1 4 t. �TYP. ANCHOR LAYOUT 3 TONAL8X BUCK IN CONCRETE/MASONRY 11/4" MIN. EMBED TYP. IL, �F 1 SEE TABLE 2X WOOD BUCK TABLE BELOW 7.1 z 2X WOOD BUCK INSTALL, ANCHOR PER BUCK ANCHOR TABLE (D 2X WOOD BUCK INSTALL. (2X WOOD BUCK INSTALL. 3 CROSS SECTION SIDE VIEW NOTES: 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. SL230 SL130, LEFT SL130, RIGHT SL230, 8'0" SL220, LEFT SL220, RIGHT 5L300, LEFT SL300, RIGHT QUALIFIED SKIN PATTERNS .250±.010 .092_+ o010os l .030±.010 (I)TYP. GROOVE DIMENSIONS SL130, 8'0" SL600 2% BUCK ANCHOR TABLE ANCHOR TYPE ANCHOR SIZE • • • SUBSTRATE • • • • • • • MIN. EMBEDMENT • • • • • • • • • • • MIN. EDGE DIST. TO UBSTINTE • • • MIN. CENTER TO CENTER DISTANCE 6'8" DOORS 8'0" DOORS MAX. O.C. SPACING AT JAMBS MAX. O.C. SPACING AT JAMBS ITW TAPCON • 1/4"• • CONIV•E/C•IU • •-1/0' • • • --0 • • 2-1*2" • • 4" 25" 30-1/4" ELCO ULTRACON • 1/�' • • • CORLRAE/CM� • • •1-3/8'♦♦ CON* 1-1/4" - EMU • •1• 4" 25" 30-1/4" • ••• • ••• • • • • • • • . • • • • • ••• • • • • • • • • • • • • •• • • • • •• • •• • • • • • • • •• • PREPARED BY:\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 330 DANIA BEACH, FL 33W4 PH: i954)399.8478 FAX. 19s4)244.4738 WEB: www.buildcmdrops.corn ti REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 Add qualified Skin Patterns LS 12/21/16 THIS DOCUMENT IS THE PROPERTY OF BUILDIN DROPS, INC AND SHALL i BE REPRODUCED IN WHOLE OR PART WITH,OUT WRITTEN CONSENT OF BUILDING DROPS, INC. Ox0 HIGHrE'NOT ,OROTHER MARKINGS TONTN SDDO[UMFNT ARE xOT vERMInFD ANO I````3A 91 E17YI» 05. ES F O O • =-0 -• TT �- CC G FBPF CERT. OF AUTHORIZATION ND. 2B713 DATE: 02.05.14 DGL WG. Y: TJM CSSHK. Y: %MSS SCALE: NTS DWG A010871A SHEET: OF8 3 ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • 1' INTERIOR ICI EXTERIOR 0 OUTSWING SHOWN - INSWING SIMILAR OPERABLE HEAD 4 05 OPERABLE ADA SILL INSWING/OUTSWING ENDURA HCI5000 CD OPERABLE SILL OUTSWING OPTIONAL AFCO A-117 EXTERIOR INTERIOR 0 IPA IP 11r OPERABLE SILL INSWING ENDURA ZAIL4565F INTERIOR OPERABLE SILL INSWING AFCO A-276/P-2000 INTERIOR EXTERIOR OPERABLE SILL OUTSWING AFCO 1-2297 OPERABLE SILL OUTSWING OPTIONAL AFCO H-497 EXTERIOR —re— • • • • • • • • •• • OPERABLE SKI •:• • ••• • • • • • • • OUTSWING • • • • • • • • • • • OPTIONAL ENDURA ZO S F • • • • • • • • • • RW 45•• • •• • • • • • • • •• • PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., 5TE. 338 DANIA BEACH, FL 33004 PH:(950)399-8478 AR:(954)704.4738 WEN w.w.buildingdroDs.som 0 0 b co 0 ci �u a- 0 k= VERTICAL ASSEMBLIES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 DOCUMENT IS THE PROPERTY OF BUIL•IN DROPS, AND SHALL NOT RF REPRODUCED IN WHOLE OR PART OUL wRITTEx CONSENT OF BUILD NG O OPBINC. AilOxS. ADDInOxS, xIGHUGxTING, R MARKINGS HIS DOCUMENT ARE NOT PERMITTED AND I WAL;:t`CHIFFIllrlh;;�. O 7 -_ . Q_ FBPE CERT. OF AUTHORMAHON NO. 29578 DATE: 02.05.14 DWG. Y: GLITJM SS)fMSS SCALE: NTS DWG. it: A010871A SHEET: OF8 4 • • • • • • • • • • • • • ••••• • • •••••• • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0410 • • 1 LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR 8 - #9 X 2 1/2" PFH W/ STRIKE HARDWARE 4- MPL STRIKE PLATES 9 - #9 X 1 3/4" PFH W/ HARDWARE (6'-8" & 8'-O" UNITS) EXTERIOR INTERIOR HINGE DETAIL AT JAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP HINGE SCHEDULE DOOR HEIGHT QUANTITY 3 4 1- #9 X 2-1/2" PHILLIPS FLATHEAD WOOD SCREW 3- #9 X 3/4" PHILLIPS FLATHEAD WOOD SCREWS 4-#9 PHILLIPS FLATHEAD WOOD SCREWS USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS HINGE JAMB OUTSWING SHOWN - INSWING SIMILAR 3-#8X2"PFH W/ STRIKE HARDWARE 1- MPL STRIKE PLATE 13 - #8 X 13/8" PFH (6'-8" UNITS) 15 - #8 X 1 3/8" PFH (8'-0" UNITS) COMES W/ HARDWARE EXTERIOR INTERIOR • • 4 - #8 X 1 3/8" PFH 1 - REINFORCEMENT PLATE HOPPE #2512296 05 44 ROCKWELL MULTI -POINT LOCK JAMB 5 HOPPE MULTI-POINT•L€CMA;VfB• OUTSWING SHOWN - INSWING SIMILAR 5 OUTSWING SHOWN - INSWING SIMILAR • • •( HOPPE MULTI -POINT LOCK l ITOPREINFORCEMENTPLATE- ACTIVEPANELONLY • ••• • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • •• • • • • • • • •• • PREPARED BY: //\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: (954)399-8478 8A8:(954)744.4738 WEB: www.EuildingdroVs con) HORIZONTAL ASSEMBLIES LLL r 5- 2 REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 TNIS DOCUMENT 15 THE PROPERTY OF BUI DING DROPS, INC WHOLEAND SHALL NOT BE REPROOLOCBC, OR PART ITHOUT WRITTEN CONSENT OF BUIEG ITOPS, INC. BARONS. AODInOuS, NIGHUGHTING, OR OTHER MARgIN ixls DONMENT ARE NOi PERMrtTED AND ````A WI3FETi'»0O0 N DES F. = * * -a • TT rY= Gam` 398 E o<y� E 01.19�J6M' 99 T. PPE CERT. OF AUTHOWATION NO. 29598 DATE: 02.05.14 DGLWG, Y: TJM CHK.SS?Y: MSS SCALE: NTS DWG A010871A SHEET: OF 8 5 •••• ••••••• • • • •• • • • • •• • •••••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • J 0 OUTSWING SHOWN - INSWING SIMILAR MIN. EDGE DIST. SEE TABLE SHEET 2 2X WOOD BUCK WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) SILICONE 2X WOOD BUCK OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AFCO 1-2297 2X WOOD BUCK OPERABLE SILL 6 OUTSWING - NO ANCHOR REQUIRED AECO A-117 tp OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. rw Ewa 0 OUTSWING SHOWN - INSWING SIMILAR 2X WOOD BUCK 0.25" MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 WOOD ANCHOR SEE TABLE ON SHEET 2 JAMB (TYPICAL) OPERABLE SILL INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 •• OPERABLE SILL OPERABLE SILL INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F 2% WOOD BUCK OPERABLE SILL 2X WOOD BUCK 2X WOOD BUCK OUTSWING - NO ANCHOR REQUIRED AFCO H-497 SILICONE • 2: WaOD�l1C� •• • • • • • • • • •• • • • .• 2X WOOD BUCK OPERABLE ADA SILL OUTSWING - NO ANCHOR REQL.WRID • • • •\ Fj /IISNSWINVUTSWING - NO ANCHOR REQUIRED ENDURA ZO9l4SOSF • • • • • • • ENDURA HCI5000 • • • • ••. • • • . • • • • . • • . .• • • • • •• • •• • • • • • • • •• • PREPARED BY: •� BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 33B DANIA BEACH, FL 33004 PH: 1954 399-808 FAX: 195417444338 WEB: www.bu dingtlrops.com WOOD SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -Point Lock 6L 06/23/14 THIS DOCUMENT IS THE PROPERTY OE BUILDING •ROM INC AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUMS NG O ORS, INC ALTERATIONS, AMMONS, HIGHLIGHTING, OR OTNER MIGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVASIDAWyRFIRRIf`y jO _ ram• p0 , 7 a T T cr l98 E.bIMC RA0M0.gB DANI DATE: 02.05.14 DWG. Y: GL TJM SVMSS SCALE: NTS DWG. #: A010871A SHEET: OF 8 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ▪ MIN. ▪ EDGE DIST. SEE TABLE SHEET 2 CONCRETE/ MASONRY BY OTHERS IE 1X WOOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR SILICONE CONCRETE/ MASONRY BY OTHERS OPERABLE SILL CD OUTSWING - NO ANCHOR REQUIRED AFCO 1-2297 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO A-117 p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. MIN. EMBED. SEE TABLESH ET2 1X ▪ W▪ OOD BUCK (OPTIONAL) CONCRETE ANCHOR SEE TABLE ON SHEET 2 r I 0.25" MAX. SHIM CONCRETE/MASONRY BY, OTHERS JAMB (TYPICAL) OUTSWING SHOWN - INSWING SIMILAR CONCRETE/ MASONRY BY OTHERS OPERABLE SILL INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 OPERABLE SILL SILICONE CONCRETE/ MASONRY 8Y OTHERS OPERABLE SILL coil& rE/• • MASO V • • BY O� INSWING - NO ANCHOR REQUIRED ENDURA ZA114565F OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED • • • • ••• •• • • • •• OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F AFCO H-497 • • • :OPERABLE SILL CONCRETE/ MASONRY BY OTHERS CONCRETE/ MASONRY BY OTHERS UTSWING/INSWING - NO ANCHOR REQUIRED ENDURA HCI5000 ADA • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0.0 •• • •• • • • • • • • • • • PREPARED BY: BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA REACH, FL 33004 PH: 1954 399 8478 FAX: 1954 744.4738 WEB: ww.bu din8droii<om CONCRETE SUBSTRATES REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY OF BUI DIN DROPS, INC AND SHALL T BE REPRODUCED IN WHOLE OR PART wITHOUT WRITTEN CONSENT OF BUILD xG D OPS. INC. HLIGHTNG, OR ORHER MARKINGS i0 iNls DOCUMENT ARE NOT PEPMITTED AxD '`````t�9LFF17i'�1' PPE CERT. OP AUTHORIzADON NO.29573 DATE: 02.05.14 DWG. Y: G L/TJ M CSSHK. Y: MSS SCALE: NTS DWG A010871A SHEET: OF8 7 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • BILL OF MATERIALS ITEM# DESCRIPTION MATERIAL 1 FRAME HEAD/JAMBS FINGER -JOINTED PINE SOLID PINE LAMINATED VENEER LUMBER COMPOSITE 2 (NOT USED) 3 (NOT USED) 4 ENDURAZAIL4565F THRESHOLD - 5 AFCO J-2297 THRESHOLD - 6 AFCO A-276/P-2000 THRESHOLD - 7 AFCO H-497 THRESHOLD - 8 AFCO A-117 THRESHOLD - 9 ENDURA ZOBL4565F THRESHOLD - 10 ENDURA HCI5000 ADA THRESHOLD - 11 WEATHERSTRIP URETHANE FOAM & POLYETHYLENE 12 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE 13 (NOT USED) - 14 (NOT USED) - 15 #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT STEEL 16 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL 17 BUTT HINGE (SEE SCHEDULE SHEET 5) STEEL 18 KWIKSET LOCK SERIES 400 STEEL 19 KWIKSET DEADBOLT SERIES 780 STEEL 20 ROCKWELL MULTI -POINT TONGUE LATCH #732287686-8 UNIT ROCKWELL MULTI -POINT TONGUE LATCH #73228780 8-0 UNIT STEEL 21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL 22 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH #8784091 STEEL 23 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH #8783923 STEEL FRAME HEAD/JAMBS VARIES, SEE BOM AT LEFT 4.563" AFCO H-497 THRESHOLD 4.62" ENDURA ZAIL4565F THRESHOLD AFCO A-117 THRESHOLD AFCO J-2297 THRESHOLD 20 ROCKWELL MULT-POINT LOCK to O 0 0 ♦ O 11 0 O ♦ O O ♦ mq HANDLE HEIGHT 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 0 ♦ Li ♦ El • 0.63" 1000 -1 1.65" 4- OAFCO A-276/P-2000 THRESHOLD •• •••_ • • • •m • • 5.62" • •I ENDURA ZOBL4565F THRESHOLD • • •'H •• • • I • • • • • • • • •• • • • • •• • • •_ • • • • • • • • • • .- 47„. ENDURA HCI5000 ADA ••THRESFRJID • • • • • • • •• 1 • • • • • • •• • 5.00" NI HANDLE HEIGHT 36.00" [6'-8" & 8'-0'] p O O Fio 0 o O E HEAD SHOOT BOLT PLATE (LH) 00 1.75" HEAD SHOOT BOLT PLATE (RH) 1.75" 00 PREPARED BY: ///\ BUILDING DROPS, INC. 398 E. DANIA BEACH BLVD., STE. 338 DANIA BEACH, FL 33004 PH: 19ST0399.8478 FAX'. INSOPW.4738 WEB: www.eul mnsdrops.cnm 3- h COMPONENTS AND BILL OF MATERIALS REMARKS BY DATE Add ADA sill, Multi -Point Lock GL 06/23/14 THIS DOCUMENT IS THE PROPERTY of BUI DING DROPS INC SHALLAND NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT Of BUILT, NG 0 OPS, INC. ALTERATIONS ADDITIONS , HIGHLIGHTING, OR OTHER MARRIN NOT PERMITTED AND L`DaMLITFiWCATIO NN 0 ♦♦''i • TT x • ▪ * ▪ .73 G EWE CERT. OF AUTHORIZATION NO. 29578 DATE: 02.05.14 DWG. Y: GL TJM cam MSS SCALE: NTS DWG. #: A010871A SHEET: 8 OF8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 008 • • • • • ••• • 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 nd the•A4ii'may immediately revoke, modify, or suspend the use of such product or material within thtir j'urisdiiriee! .RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade t•o111V Product Control Section that this product or material fails to meet the requirements of the applicable lA ilcTmg code. • • This product is approved as described herein, and has been designed to comply wit. Floridn•Bailding • Code, including the High Velocity Hurricane Zone. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . • •• EDESCRIPTION: •Series'Clipped; Extruded.Aluminum`.Tube •Mnllion�L:M.I-•, • • • • •.• • APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Eai ruJeci Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision•H datql, 0446/18, • prepared by A1-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing tlt%Miami-Da County• Product Control Section Revision stamp with the Notice of Acceptance number and expiration•datMy the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 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 CNOA No 18-0129-08 Expiration Date: March 28, 2023 Approval Date: March 29. 2018 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. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS.202-94 3) Water Resistance Test, per FBC, TAS 202-9:1 ••• • • • • • 4) Small Missile Impact Test per FBC, TAS 201' 94 • . • •:• . • • 5) Large Missile Impact Test per FBC, TAS 20:1a: • •. • • along with marked -up drawings and installation diagram of caserneiat windows jnullect using a 1 "x 2"x 1/8" aluminum tube mullion, prepared by Hurt -Toone Testing Lab' Inc.,..... Test Report No. HTL-0080-0105-08, dated 03/26/08 for Srh.Ms No. ;r *and 2, • • signed and sealed by Vinu J. Abraham, P.E. • • • • • • (Submitted under NOA No. 08-0331.07) : • : • • 2. Test reports on: 1) Large Missile Impact Test, Loading per SFB+C, PA 201-5' • • • . along with marked -up drawings and installation diagram of •an • alunjnupn • fixed • window, prepared by Hurricane Test Laboratory, Inc. Test Report No. • • • HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manue Pere Product Control Exa r NOA No. 18-012'.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, s•paaimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/Q8, jgped andsealed by • Vinu J. Abraham, P.E. • • • • • • •• •. • • (Submitted under NOA No. 08-0331.07) • • • • 3. Laboratory compliance letters for Test Report No. HTL-00&Qr1303-96, issued bX • Hurricane Test Laboratory, Inc., dated 03/06/96, signed and' sealed by unothy S. • • • . • Marshall, P.E. . . • • • • • (Submitted under NOA No. 95-0929.39) • • • • 4. Laboratory compliance letters for Test Report No. HETI-96-5Z5, issued by Hurricanq Engineering & Testing, Inc., dated 02/12/96, signed and sealed by.Hector�•?.1�?edina, P.E. .. • .. •. (Submitted under OA No. 95-0929.39) • • • G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. GManuel ' rez, .E. Product Contro x. finer NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG 6:h Edition (2017), dated 10/04/17, prepared by Al-Farooq CorpotiolT„signeci•m • sealed by Javad Ahmad, P.E. • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources•(fR) • E. MATERIAL CERTIFICATIONS 1. None. . . . ..• .. .... • •. F. STATEMENTS • • • • •• •• •• 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with•I BC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a . a • er NOA No. 18-1 29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 • .• • • 1000 125 2.000 � — .125 �V MU W ON\M95-13.I f ! y" K" .250" TYP. HOLE \ A i \\\\\\\*\*\\110 •\\\\t1111\\\\\NNI` 2.000 .125 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 111iii�� {r 3, 4.000 I�I� TYPICAL GLAZING PRODUCT L— J• ' Ix Sx = = 1X2 .332 IN\4 .332 IN\3 MULLION /N 7Loo0 2.000 CLIP ANGI F M'ls0•Dif N— 'v' 1V 6.000 '^ w A IJ I 2.000 3.000 -A.000 — 6063-T6 r— 2.000 i12 6063-T6 1.000-1 1-125 4.000 — ( —.1z5 ' ' MULLIONS --2.000---I CONTAINING TYPICAL GLAZING PRODUCTS 3.000 125" [Series Clipped, Extruded Numinum Tube Mullion-LMI) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 w' I) liElN;z[?dT -..--,.... HORIZONTAL OR VERTICAL MULLION "'W' - IN. SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 2" 1.688 3" 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 4" 3.688 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Ix = .9502 N\4 Sx = .6335 IN\3 1 X3 MULLION 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY 715 NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6063-T6 1.875 .125 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DES DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 6063-T6 ---- - r— 2.000 125 -1.000 ..1.125 r 1 1 NOTE REV. UPDATED TO 2010 FBC UPDATED TO 2014 FRC REV. PER RER COMMENTS UPDATED TO 2017 FAX � 6.000 a } .125 L. TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4.000 MULLION CI IP FOR 1RY TURFS 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. CGI _ 606338T6 1.700 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 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. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR 4,000 --•- .125 F■•1 L•,,," in ■■ rn ONNINI ��I.A�� © Ghh77 WATER INFILTRATION RESISTANCE ETC. INSTRUCTIONS: • • • • • • • • •• •CONDRIINS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ` IMINEINI • • • •ANU TO BE REVIEWED BY BUILDING OFFICIAL. USE CH�jtTS AND GR/ItHS A�:OLIWS• • • • [dd.. 11-25-95, [...IA' 1/2' - 1' ) [dr. by: TAR1O ) Rhk. by: 2.000 125 • DETERMINE DESIGN •lam �60L ED E •AS• 7 • • `Illt 1 L I I I111/IZ STEP 1 •P i • • •PRODUCT FOR PAULAR SITyING. • • • • • • • REVISED JP�.At14/ .' STEP USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING a9 eetnplying with the Florida )1...'. ' NSF 2 ABOVE LOAD REQUIREMENTS. Budding Code )p STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Acceptance hin/O"D/ •C8 E nation Ix = 2.0374 IN\4 Si = 1.0187 IN\3 r 1X4 MULLION f Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION APPROVAL Date 20?3 ��447 _ K r 4,000 • • • • • • • • USING rjtAPHS•oN SHEET•2 SELECT! yITLLION SISE %TN • By - %'' 2n±y r drawing no. M95-13A MULLION CLIP FOR 2BY TUBE$ STEP 4 DEIGN iATIN ORE IGN AD SPECIFWD THA� �� • •• A4�smi ade Product C• �� IN STSP 1 AB/E. • • • • • • • • • T OF Qt/ USe1G ANCHOR•1SPES ON SHEETS 4lI5, AND ANCNDR •RAMIS , ''' F.'• �`�� CGI-395 6063-T6 STEP 5 ON SREETS 3 R 3.1. SELECT SNCHOR TYPE WRR •ESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. a AL(�`\\ ll'11111ltl\1� 6063-T6 _ (sheet 1 of 5 6063_ T6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 130 120 110 100 p 80 J z w 70 60 50 40 30 130 120 110 100 Qo 80 r2,70 60 50 40 30 130 120 110 100 LL a 90 0 p 80 z 0 70 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 74- 1 X 3 X 1/8" MULLION 5 63" 1/4" 50-5/8" 38—; /8" MULL SPAN 84" 1 X 2 X 1/8" MULLION 38-3/9 MULL SPAN 50-5/8" 56" '3, 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 2 X 4 X 1/8" MULLION 56" 96" 106" 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 130 120 110 100 LL 90 0 J 80 U w 70 0 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 2 X 6 X 1/8" MULLION 84" 108" 130 120 110 100 LL a 90 0 p 80 U a1,70 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH — INCHES /16_1.X_4"X 1/8' MULLION 63" 74-1/ 84" 96 56" 50-5/8 / J , MULL SPAN 108" 74-1/4" 120" 132" 144" 75 85 VERTICAL MULLION MUWON GLAZING GLAZING PRODUCT PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE &6ZING PRODUCT GLAZING PRODUCT HORIZONTAL MULLION GLAZING PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — w1 +2 W2 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • • • • • • • • • VERTICALLY OR HORIZONTALLY. • (INTERPOLATION BETWEEN WIDTHS ALLOWED) • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • . . • • • • ••• • • • • • • • • • • •• 75 41 • •• • MULLION PRODUCE REVISED as o.o $ying with the Flmda 4:�1i�I $�cCe 1Vn 18-0129.o$ Lion Date ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • arm nad e Product C Series Clipped, Extruded Aluminum Tube Mullion—LMI MUWON\M95-13A FAX. (305) 593-6592 0 NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED TO 2017 FHC .o 0 drawing no. M95-13A (sheet 2 of 5 130. 120 110 100 0) On 90 80 0 70 w 60 50 40 30 130 120 110 100 Il a- 90 0 80 J z N 70 0 60 50 40 30 2 ANCHORS TYPE 'A' 38-3/8" MUWON SPAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'BF' 130 120 110 100 a 90 ec 80 0 70 w 60 50 40 30 2 ANCHORS TYPE '8' 38-3/8" MULLION SPAN 50-5/d 56 63 84 96 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 38-3/8" MULUON SPAN 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 75 85 130 120 110 100 a 90 0 80 0 70 0 50 2 ANCHORS TYPE 'C' 85 38-3/8" MU_LION SF• 50-5/8" 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES NOTE. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 130 120 110 100 En En 90 O 80 0 70 w 60 50 40 30 2 ANCHORS TYPE 'BH' UWON PAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 GLAZING PRODUCT W1 CUP ANCHORS cuP ANCHORS VERTICAL MUWON GLAZING PRODUCT cuP ANCHORS W2 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE PRODUCT GLAZING PRODUCT 1 ANCHOR DETAIL fi GLAZING PRODUCT CUP ANCHORS 3 MUWON SPAN ,J TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 + W2 2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCH0114. C'• • • • • • • • • • APPLICABLE TO ANCIOR• DIREOTLY•TO•MEiAL STRUCTURES • • •• • • • • • • • • • • •• • • • •• • • • •• ••• • • • • ANC4,14OR, LOAD• EHIRTSS • • PRODUCT REVISED • as complying with the Florida • BA • g Code 0( � 1.02q • •• • ilk 2 ANCHORS AT MULLION ENDS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • `AAA1�. AF? NA�',i' J , ra4"v Extruded Aluminum Tube Mullion—LMI i rn z 0 U In 0 OCi o1- '0 c O N o coo 3N10 O rM n v 3• Z1 0 05 CD FAX. (305) 593-6592 0 6 9 UPDATED TO 2014 FBC 5 5 UPDATED TO 2017 FBC a drawing no. M95-13A sheet 3 of 5 130.. 120 110 100 rn a 90 0 0 80 4 ANCHORS TYPE 'A' 50-5/3 38-3/8" N 70 0 60 50 40 30 130 120 110 100 LL 90 0 Q 80 0 w 7 0 60 50 40 30 63 74- 4" 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 130 120 110 100 to - 90 0 80 c� 70 0 60 50 40 30 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'B' 50-5/8" 08 130 120 110 100 LL ut a 90 0 80 1, vl 70 0 60 50 40 30 4 ANCHORS TYPE 'C' 63" 4-1/4 6" 84' 108 120 3 3/8" 75 85 50 -5/8" 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES NOTE' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 130 120 110 100 4 ANCHORS TYPE 'BH' 90 _ 0 0 80 70 60 50 40 50-5/8' 30 .... ,.. ,. ., ... ... 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES CUP ANCHORS GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT CUP ANCHORS W1 II W2 CUP ANCHORS HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE �GLAZ NG ,7 PRODUCT GLAZING PRODUCT \ANCHOR ETAIL #1 GLAZING PRODUCT CUP ANCHORS 3 MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) - wi + W2 2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS 'B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS 'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHQR•S • • • • • • • • • APP✓♦ICABLE TO•ANIHORS DIRGCTI1' TD METAL STRUCTURES • • •• • • • • • • • • • • •• • • • •• • • • •• PRODUCT REVISED • • • • • • • • • as °B0°dy with the Florida • • St=dingCode ]n, AI C •IO t LOAD. CARTS: • • • •• • •• 4 ANCHORS AT MULLION ENDS • •B 'Nam i e ,de Product • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • • • • • • • • • • p�P®L �H 1��i Clipped, Extruded Aluminum Tube Mullion—LMI to 0 U c to L O 0 Lu c 0 c vFNo W•(0 N 3 NM j M -00 3 10 c Z 3 30 -M _off 5' o: U FAX. (305) 593-6592 c a 0 v UPDATED TO 2017 FBC 0 c drawing no. M95-13A (sheet 3.1of 5 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE PI ULUON MUWON 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 1.500 MAX. 2/4" 0 ULTRACON 1/ ANGLE 1BY OR 2BY W000 BUCK > 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MUWON 2 X 2 X 1/8" ALUM ANGLE 2" MIN # 14 S.M.S. 2/ ANGLE 2X 2X 1/8" ALUM ANGLE 1 14 S.M.S. 2/ ANGLE MUWON MULLON 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 1.500 MAX as .1/4" 0 ULTRACON 2/ ANGLE 18Y OR 2BY WOO. BUCK • 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL •• •••• •• •• •• •• •• ••• • • • • NOTCH ANGLES TO • • • • MISS MARBLE SILL • OR TRIM •• ••• •• • • • •• • PRECAST CONC! SILL' , 4. 8 1/4" DIA ULTRACON 1/ ANGLE • • • •• • • • • • • • • • • •• • • • J Mtn -�t- 1 I%a.a. " CONCRETE OR NASONRY BLOCKS 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE MULLION NBTCM WOOD BUCK TO ACCOMODATE • CLIP., ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE 2X 2X 1/8" ALUM ANGLE 3-5/8" LONG 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS PRODUCE REVISED • • • • •ay comparing with the FtQida • • • [3•ildi g Cie • • • • • • • • A•mp�oce..lo / .•D/?S/. 06 /t *iron Soto 23 �S • •• • • • • •T1y Mi Dade Product Caltrpt I ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • 1\1111111)i D EAHtiL CN • 7. :2 /l 2 3 2n116 ®e• / E OF (1411v Series Clipped, Extruded Aluminum Tube Mullion —LW MULLION\M95-13A FAX. (305) 593-6592 0 6 0 3 0 6 6 6 UPDATED TO 2017 FHC a 0 drawing no. M95-13A sheet 4 of 5 MULUON CUP MULUON ULLION MULLION r PRECAST CONC.° o SILL s 4/4" 0 ULTRACON • 1/ ANGLE 1BY OR 2BY WOOD BUCK 7 MUWON CUP MULLION MULUON °4 .1/4" 0 ULTRACON 2/ ANGLE • 1BY OR 2BY WOOD BUCK MULLION SEE SHEET 1 FOR APPLICABLE MULUON CUP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULL1D11 CLIP, • • • • NOTCH CUPS TO • • • • MISS MARBLE SILL a OR TRIM •• ••• •• • • • •• 1/4" DIA ULTRACON 1/ ANGLE • • • • • •• PRODUCT REVISED as complying with do Florida • •• ••• • •• •• ••Ruadimg*code la-0129.06 nk heron `!vo r 1Oia • • • • • • • • E.. IfarOm {1ti(C • • • • •• • • •• IT!L"�.._-,, • • • • • •N,1'nn a.de product Contr:t" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WITCH - WOOD DUCK TO ACCOMODATE CLIP .ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE ° CONCRETE OR NASONRY BLOCKS 0 drawing no. M95-13A 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 TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4'. MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'— #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (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 EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" 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 f'm = 2000 PSI MIN. • • • • • • • • • 2 OR 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 1/8" THICK ALUM CHANNEL LENGTH TO FR SNUG INTO MUWON •• ••• • • • • • •• •• ••• •• • • • •• ACCESS HOLE METAL STRUCTURE OR TUBE MUWON #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MULUON 2 PER CLIP AT LARGER MULLIONS MUWON 1BY OR 2BY TUBES ANCHORS DETAIL in METAL TO METAL CONNECTION PRODUCT REVISED • • • • • • • • • s cargplying with die Florida • • • ••• • • ••A No«'aZ4.Oa • • • • • • • • •E', •ho.tc Sr •1� "23 • • •• • •• • • • • • • • By Miam 8de Product Coat( ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • ••• • • • ••• • • • • • • • • • • • • • •• •• 1�11111111/t7 /, GFNSt 70592 Series Clipped, Extruded Aluminum Tube Mullion—LMI A Z 0 0 n a 5 5 0 0 0 111 a drawing no. M95-13A sheet 5 of 5