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REV-18-1816BUILDING PERMIT APPLIC ❑BUILDING ❑ ELECTRIC Miami Shores Village RECE,�,Lc 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 EVI sI JUL 0 31018� FBC 20h �� 11S——1g-11144 r Permit No.w � J Q Q • Permit No. R `f 1S -' V ❑ EXTENSION ❑RENEWAL El PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: Q� N a 1.Z tVE- City: Miami Shores County: Folio/Parcel#: /11 Occupancy Type: --3Q0q--Oa -03go Load: Construction Type: CONTRACTOR DRAWINGS Miami Dade Zip: / j38 Is the Building Historically Designated: Yes OWNER: Name (FeetSimple Titleholder): Z1/ca n <:1,50 rvzPJS Address: I'R� J N E fa_Are, City: Miami 5ko S State: ' I (Y(d 4 Flood Zone: Tenant/Lessee Name: Email: NO BFE: FFE: Phone#'r�ei(O 3`7 5- f 4 L- Zip: Phone#: f�t5 � k) I (k� (W 94 �5 Phone#: �D5 QQ 1u13 CONTRACTOR: Company Name: Address: , Y 5S 0 ° M�11 �q 16 4 3T '-p City: 'i'dm) State: T' I U1`�j (fin Zip: y✓D 14 Qualifier Name: On S h fla nS Q\.1Z5Z �p State Certification or Registration #: i3 - i.p t �Og 't" Certificate of Competency #: / /� DESIGNER:/Arlc_hitect/Engineer-: V yv Q� i gE.x pr.-cis c �p Phone#:9 J 3�j1- 'C��O0 Address: t VI 0 1 +L,' Ave.. (06 city:D—OcteoC tate: f L zip :��'`j Value of Work for this Permit: $ (3, 3- Li -io 0 Type of Work: ❑ Addition Description of Work: Phone#: `30S �o -b5-ggq Square/Linear Footage of Work: ❑ Alteration ❑ New j1 Repair/Replace doors and mi►,c S -to = ❑ Demolition Specify color of color thru tile: I S 0 . cn Submittal Fee $ Permit Fee $ Lk v +Ito CCF $ "l '127 CO/CC $ Notary $ C Technology Fee $ S- �0 / Training/Education Fee $ ' - �� Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ '� Scanning Fee $ l -vim Radon Fee $ • v—� / DBPR $ 2 • Z S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mu posted at the job site for the first inspection ch occurs seven (7) days after the building permit is issued. In the absence of .uch posted notice, the inspection will not be . roved and a reinspection fee will be charged. Signature WNERorAG NT The foregoing instrument was acknowledged before me this 1 day of �ciY� , 20 ) % , by Tvvn , Q nz-ec,0 , who is(personally knoW:i to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ary Public State of Florida • Jessica Gonzalez o My Commission GG 107252 Expires 05/23/2021 Signature TRACTOR The foregoing instrument was acknowledged before me this 1 g day of d�"4-1 , 20 1 6 , by G(S Y• SC /0 , who is(ersonally knoOn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ******************************** APPROVED BY b*// Plans Examiner O4 Notary = u • lic State of Florida Jessica Gonzalez My Commission GG 107252 Expires 05/23/2021 Zoning (Revised02/24/2014) Structural Review Clerk Job Description: Replacing Windows To Impact 5 Openings 1. Fixed Picture Window 106" x63" 100/100 NOA 15-0612.08 2. SN Project Out 33-3/4" x 26" 110/145.4 NOA 15-0512.21 3. Casement Window 33-3/4" x 62" 60/60 NOA 15-0512.19 1. (2) Fixed Windows 10.5" X 51" 80/80 N OA 17-0918.07 1- X 2 1/2" Unclip Mullion NOA 18-0117.01 2. (2) Fixed Windows 10.5" X 51" 80/80 NOA 17-0918.07 7. Fixed Picture Window 68-1/2" x 29" 80/80 NOA 15-0413.03 8. SN Project Out 33-3/4" x 26" 110/145.4 NOA 15-0512.21 ( 6. (2) Single Hung Windows (.33.75" X 62.38" .......„ 75/75 NOA 17-1018.09 1" X 21/2" Unclip Mullion NOA 18-0117.01 3. (2) Flx.d Windows 10.5" X 51" 80/80 NOA 17-0913.07 1" X 2 1/2" Unclip Mullion N OA 18-0117.01 4. (2) Flxad Windows 10.5" X 51" 80/80 NOA 17-0918.07 1" X 21/2" Unclip Mullion NOA 18-0117-01 5. (2) Single Hung Windows 33.75" X 62.38" 75/75 NOA 17-1018.09 Ivan Kasanzew 9225 NE 12 Ave Miami Shores, FL 33138 18. Sliding Glass Door 170.5" X 79.5" 60/60 NOA 17-1218.20 9. Casement Window 26.19" X 6238" + 74.9/-77.9 NOA 17-0918.11 Fixed Window 53" X 6238" 55.3/55.3 NOA 17-0918.07 Casement Window 26.19" X 62.38" + 74.9/-77.9 NOA 17-0918.11 (2)1" X 4" clip Mullions NOA 1B-0129.08 RE'1I81(o 10. Casement Window 33.75" X 38.13" 98.5/98.5 NOA 17-0918.11 11. Outswing Door 32.63" X 82.75" 80/80 NOA 17-1226.05 12. Casement Window 33.75" X 38.13" 98.5/98.5 NOA 17-0918.11 RECEIVED JUL 031018 44°4 444 11. 10. KITCHEN no change 8. DINING N I) C r GARAGE 8. BATH ROOM no change 7. BED ROOM 3 2. 1. I it • • • •• • • • • .• .• • •••• • • ••.• • • • • .. L ,• m O m o a.•.• c • a, O �^ • • • • ••• .•6: • •• ••.•.• •• • • . • • • •••.• . . 8ED • • 0JOM2• • 4" egress •••••----) BATH LIVING ROOM 1. 2. .. . BED ROOM 1 egress 3. • PERMiT#: V Miami Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT 2 /n ( �J / 16 SUBJECT 'i'O CGMPUINCE WITH ALL FE RAL STAI E AND CCUN'iY RULES AND REGULATIONS . _-:- w- 01/09/2018 - 12:34pm internl V:\Projects\_Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017_b FBC WIND CHART.dwg • • • •• • • • ••••• 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING INTERIOR ZONEF4 PRESSURES Mean 7 Roof DESIGN PRESSURES (PSF) - Z • E 4 Area of Opening (Sq Height 2 30 401 -49.1 47.1 45.9 -45. ' 0 - 10 ft +45. •., 43� +42.1 +41. 15 ft -52.7 -50. -49.3 -48.3 - : I +48.6 +46.4 +45.1 +44.2 +43.5 20 ft -55.4 -53.1 -51.8 -50.8 -50.1 +51.1 +48.8 +47.5 +46.5 +45.8 26 ft -58.0 -55.6 -54.2 -53.2 -52.4 +53.5 +51.1 +49.7 +48.7 +47.9 30 ft -59.5 -57.0 -55.6 -54.5 -53.7 +54.8 +52.4 +50.9 +49.9 +49.1 36 ft -61.4 -58.8 -57.4 -56.3 -55.5 +56.6 +54.1 +52.6 +51.5 +50.7 40 ft -62.5 -59.9 -58.4 -57.3 -56.5 +57.6 +55.1 +53.5 +52.5 +51.6 45 ft -63.8 -61.2 -59.6 -58.5 -57.7 +58.8 +56.2 +54 +53.5 +52.7 -65.0 • -b 3 /60.7 \1-59.6 -58.7 •(4V./ +' 59.9 +s7,2,_+5t6•1F 45 +53.7 •55ft -66.&..- .3 '161:1 -60t6 -59.7 • +603 +5$.2 +46• +514 +54.6 -67.1• -64.3 -62.f • c65.=-60-64 • •60•ft +41%,' •5.9.1 +57 • +66.3 1- •••••• •••• • • 1I1ER&ORZOyE4,EXTE•111'ORZD ago la% f,1F LEASI tIORIZONTAL DIMittfa1 OR 40% OF M` 1(OOF HL•IGHT, WHICHEE/E%IS SMALLER78111f ' U LESS THAN 4% OF LEAST HQFZIZONTAL DIMENSIfIN•OR 3FT4USE474)NE 5 IF AT ALL IN QUESTION. CAN9LILi AN ENGIKE FOR A MOREISPECIFIC INTERPRETATION IF REQUIRED. • • • •• • •• • MEAN • a ROOF HEIGHT EXTERIOR ZONE® PRESSURES Mean 7f DESIGN PRESSURES (PSF) - ZO E 5 C Area of Opening (Sq Ft fight • • 30 40 50 k.0 -60.7 ( -56.6 -54.2 -52.5 -51.2 +45.3 +43.3 +42.1 +41.2 +40.6 , 15 ft ' .1 -6 .7 -58.1 -56.3 -54.9 +48.6 +46.4 +45.1 +44.2 +43.5 20 ft -68.4 -63.8 -61.1 -59.2 -57.7 +51.1 +48.8 +47.5 +46.5 +45.8 26 ft -71.6 -66.8 -64.0 -62.0 -60.4 +53.5 +51.1 +49.7 +48.7 +47.9 -73.4 -68.5 -65.6 -63.5 :0- 30 ft +54.8 +52.4 +50.9 s+Q29=1 ..•,'+49i 36 ft -75.8 -70.7 -67.7 - +56.6 +54.1 +52.6 + ; -77.2 -72.0 -69.0 - '6. .1 40 ft +57.6 +55.1 +53.5 5 - - 45 ft -78.8 -73.5 -70.4 -68.2 -= . +58.8 +56.2 +54.6 +53.5 +52.7 - 50 ft -80.2 -74.8 -71.7 -69.4 -67.7 +59.9 +57.2 +55.6 +54.5 +53.7 '.--- % -81.6 -76.1 '72:9 -70.6 -68.8 55 ft +60.9 +58.2 +56.6 +55.4 +54.6 ft -82.8 -77.3 -74.0 -71.7 -69.9 / +61.9 +59.1 +57.4 +56.3 +55.4 rA n • • • • • • • ELEVATION ZZ-17-LISdW-00 r, 0 0 z 0 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 MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. GHT EXPLAINED PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOMETRIC WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: IDENTIFY THE ZONE OF THE OPENING IOR{ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR IOMP OVIpED s. Y THERS. 1.1. ANY QUESTIONABLE - -TO`B ONS D THE MORE CRITICAL (EXTERIOR) ZONE \t./ IDENTIFY THE BUILDING MBA I(&VE r T FROM THE LOWEST GROUND ELEVATION. IF TF MEAN ROOF HEIGHT CANNOT F D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP R• 'F Fj_ TON LE VALUE. 2. VALID FOR ALL ROOC S TRIBUTARY�AR • ES�FOf;SLOP �r EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE • 6 - STION AS THE GREATER OF (HEIGHT TH) OR THE SPAN LENGTH (HEIGH _ E VE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU •rOPENINGS 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 4OTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. . READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: MRH<_60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. / 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. :-TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 5. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. 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 NOTr • FBER-AI'4�1.P_RO� D A! • V D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH • - • LS1'O' • ESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T+ =VE' •Sa. • .ER' - ,ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT • • • ECTI• ` •� ' • • + ANCES. 12. NO CERTIFICATION IS OFFERED: 0 • EG' • HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE • - ER �. • DDIT • 6 ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. ►L ;• LEAST HORIZONTAL DIMENSION 50 O PLAN VIEW \ COMPLEX CORNERS C V l m n z rA O m ,m., (nm z 20••OOrx x•+O m>0m0GInpm-mG1Z m InxOzoZDaZ7immDr ;mODl9D( RCwmmZ 2 nOlOCGZmDmeOZrArO.3Gr9GZO:wwO Oln>m• nmonc)rrnnD -i"zo O""Orzmr < Z Z H X Z (mry p C z iA rn m m O m D Om m�� - r m pso �GU1 0 Li,' 6TH EDITION FLORIDA BUILDING CODE 2017 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 1`d3S I8 1ViJDIJ ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM # -n o Z A X a▪ m � Z 0 v O M IAM I-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (NOA CGI Windows and Doors, Inc. 10100 W ZS`trStreet Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series "Sentinel" Unch ed, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, 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•tiovided to tlae•user•by the manufacturer or its distributors and shall be available for inspection at tl1q job ate. t iha *lest otthe Building Official. This NOA revises NOA# 14-1103.09 and consists of tflip$g0 j�rtt,evide� ce gages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • . • • . •. . . . • . • . :.• • • Expiration Date: MIAMI•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy NOA No. 18-0117.0 eptember 22, 2020' Approval Date: March 01, 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.10-0510.14) 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. •• ••• • • • • • • • • • • • • • •.•••.• • •• ••• •• •C. • • . • • • • • • Manuel Pe P.E. • • • • • •• • • . • •• • • • • . .• • • • • } . product Control E i iner • • .. • . . • • ••• • •1. • • • • • • • • • •• •.. . . NOA No. 18-0117.01 •Expiration Date: September 22, 2020 Approval Date: March 01, 2018 ••• . . • • • • . • • • . • • • • • . •• •. • ••• • • • . ..• CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 4, 2014, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E. (Submitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. •• ••• . • • • • • 09 . . • .. ... .. • • ..•. • ••.• • • • ' •' • • • • • Manuel Pe ' E. • • . • . • • • • •• •• •• : product Control : finer • • .•• . . • • . • . • • • • • . • NOA No. 18-0117.01 Expiration Date: September 22, 2020 • • • • Auproval Date: March 01, 2018 •.• . . • . 1<-2; • • • • ••• • • • • • • • ••• •• • • ••• • •• . • • • • • • • . • • . • . •• •• CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 28, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. approved on 03/05/15 and expiring on 09/22/20. • •.••• •• ••• • • • • • ••• •• • • • •• ••• •• • • • •.• • • • •• • •• •. . . • • Manuel Perez • • • • • • • •• • ••. • • . • Product Control Exa • • •• . . . • • . NOA No. 18-011 .11 ••• • . • • 4- 3• . • • • • ••• • • • • • . • •• •• • • ••• • • • Expiration Date: September 22, 2020 Approval Date: March 01, 2018 • • • • . . • • • • • •• •• 1 ,.DDo r 4.000 3.000 2.500 .125 TYP. 1 X 2-1/2 M- STD. TUBE .125 TYP. 1 X 3 STD. M- TUBE .125 TIP. J 1 X 4 STD. I- TUBE 6063-T6 6063-T6 6063-T6 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES • •• ▪ THES MULLIONS•TO BE USED WITH • • •411 130 SErITIINEt FIXED WIVDOIN • • SERI 110 SENTINEL SINGLE MUrG WINDOW SERIES 120 BEN1 t1 •HORIZ. SLIDING AINDOW • 4CR 1JINDOWS *MPACT•AND L04.D RATINiS SEE •CORRESPONDING NOA'S. • • • • LOWER DESIGN PPRESSURE FRORI•MINLNA/ APPROVALS •••t7R•MIULLION €01ARiS• WILL APPLY JO TIRE SYSTEM. • • • • • • • • • THIS PRODUCT WAS tag pESIGNED fEISIiD TO COMPLY WITH THE • REQUIREMENTS 0E0704 ipi7 (6TH E 2jQ0 FLORIDA BUILDING CODE •• • •:CODING HIGH VELOCITY HURRICANE YORE (AVHZ). • ALL LAZING PRODLCTS USED WITHOISI iED MILLIONS MUST MEET THE • • •• INFILTRATION, CABLE a CEi G CODE REQUIREMENTS LE: WIN ENTRY RESISTAIICINM/•BSWRDS ETDC. LOAD, WATER • • 1BY OR 28Y WOOD BOW. & BUCK ASTESE@S BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATEL• TC•MANVER APPUED PRODUCT LOADS • • • !CIA1E • • ANCHORS BUILDIN•G•F3�1361141TURE, SHOWN ON DETAILS ANDINSTALLEDLPIP! PAAUFF'S INSTRUCTIONS.IRUCTIONS. SPACED SPECIFIEDF S 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. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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. THESE -MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIREDPER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION OF WINDOWS TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEETS 3 THRU 5 SELECT MULUON TYPE STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. STEP 2 JAN 0 5 2012 PRODUCT REVISED ns complying with the Florida Building Code �f Acceptance hlo IS' (•VrfnI Ex. eati. Date 171,4/ -�v � _ SERIES SENTINEL UNCUPPED ALUM MUWONS 0 8 UPDATED TO 2014 FBC UPDATED TO 2017 FBC 2 drawing no. M10-01 (sheet 1 of 7 0 0 0 1 OR 2 ANCHORS AT EACH SIDE OF MUWON (AT WINDOW FRAME) TYPICAL SEE CHART 'A' FOR CAPACITY // •/ // •/ W1 I I I 1 W2 EXTERIOR • • •FIXDAD TO FIXED • • • •• • • StliART 'A' FOR CAPACITY • • • • • • •►•• •• • IP ••16 • 3 •••t1• • • • • • • •• ••+• • • • • • •• •• • • • • /. • // • • • • •••• • • •• • • • • • •••• • • ••b' • • I r ••1• • •W2 • • • •••• ••rll,•• • ••• 00 FIXED TO S.H. SEE CHART 'B' FOR CAPACITY SEE CHART 'A' FOR CAPACITY MULLION SPAN / / // ./ ^ I Wt I I W2 00 S.H. TO S.H. SEE CHART 'A' FOR CAPACTY z 0 0 0 EXTERIOR 0 0 0 FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL MULLION COMBINATIONS. 1 i I I I W1 W2 n 00 I I W2 00 FRAMES MAY BE FLANGE OR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS EXTERIOR SEE CHART 'A' FOR CAPACITY 0 0 H.R. TO H.R. WIDTH (W) wi + W2 2 / // W1 W2 00 JAN 0 5 201g EXTERIOR 1IJIIIERIOR Nu� FIXED TO H.R. S.H. TO H.R EXTERIOR F4;S2D emylying with tM Ion.ta Iom9 Cone 0irekm Duce _ 0592 Y®'AL� �ttnln� / 0 SERIES SENNNEL UNCUPPED ALUM MULLIONS 0 v NO CHANGE THIS SHEET UPDATED TO 2017 EBC a 0 drawing no. M10-01 (sheet 2 of 7 • CHART 'A' DESIGN LOAD CAPACITY - PSF MULUON WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 19-1/8" 26-1/2" 37" 49" 53-1/8" 50-5/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 82.9 82.9 82.9 90.0 - 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 74.7 74.7 74.7 90.0 90.0 90.0 59.8 59.8 59.8 83.3 90.0 90.0 52.2 52.2 52.2 70.7 90.0 90.0 50.9 50.9 50.9 68.5 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 76" 77.5 77.5 77.5 81.5 90.0 90.0 59.2 59.2 59.2 60.2 80.3 90.0 45.3 46.3 46.3 45.3 60.4 90.0 37.0 39.0 39.0 37.0 49.3 77.3 35.2 37.5 37,5 35.2 47.0 73.4 19-1/8" 26-1/2" 37" 49" 53-1/8° 85" 57.9 68.3 68.3 57.9 77.3 90.0 42.6 51.8 51.8 42.6 56.8 90.0 31.7 40.0 40.0 31.7 42.3 74.3 25.5 33.2 33.2 25.5 34.0 59.3 24.1 31.7 31.7 24.1 32.2 55.9 19-1/8" 26-1/2" 37" 49° 90" 48.7 64.0 64.0 48.7 65.0 90.0 35.7 47.7 48.4 35.7 47.7 83.7 26.5 35.3 37.2 26.5 . 35.3 62.1 21.1 28.2 30.7 21.1 28.2 49.5 19-1/8" 26-1/2" 37" • 96" • 40.0 53.4 59.6 40.0 53.4 90.0 1 f1,r,•5 39.1 44.9 29.3 39.1 68.7 • • Z1 •fi• 28.E • 34.3 21.6 28.9 50.7 • • • •• • • • NOTE: • • • MULLION! foffic•IN THESE CHARTS WITH ANY COMBINATION F MXEI! SINGLE HUNG !R HORIZ •SLIDING WINDOWS MAY BE ORIENTED VERTIC4LYY•0 RIZONTALLY. (INTERPOLAI ION BETWEEN V S'IX OWED) •• •• •• •• • • • • • • • • • •••it • MULLION SPiN•• • • ••••I • •• • • ,Z •• - • • • • • • • • - .7 • • • • • • • • • • 1 0R 2 ANCHORS A7 EACH SIDE OF MULLS • • • • ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS CHART 'A' DESIGN LOAD CAPACITY - PSF MULUON WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SUDING OR SINGLE HUNG WINDOWS WINDOW DIMS. ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 86.9 86.9 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 60" 85.5 85.5 85.5 90.0 90.0 90.0 73.0 73.0 73.0 90.0 90.0 90.0 65.1 . 65.1 65.1 90.0 90.0 90.0 60.1 60.1 60.1 90.0 90.0 90.0 57.0 • 57.0 57.0 84.9 90.0 90.0 55.3 55.3 55.3 81.7 90.0 90.0 54.7 54.7 54.7 80.6 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 68.4 68.4 68.4 77.8 90.0 90.0 57.6 57.6 57.6 63.9 85.3 90.0 50.7 50.7 . 50.7 55.0 73.4 90.0 46.0 46.0 46.0 49.0 65.4 90.0 42.8 42.8 42.8 45.0 60.0 85.5 40.5 40.5 40.5 42.2 56.2 81.1 39.1 39.1 39.1 40.3 53.8 78.2 24" 30" 36" 42" 48" 54" 84" 48.4 57.0 57.0 48.4 64.6 90.0 39.5 47.6 47.6 _ 39.5 , 52.7 90.0 33.7 41.5 41.5 33.7 44.9 78.4 29.7 37.2 37.2 29.7 39.6 68.8 26.9 34.2 34.2 26.9 35.8 61.9 24.8 32.0 32.0 24.8 33.1 56.9 24" 30" 36" 42" 48" 96" 32.2 43.0 48.9 32.2 43.0 75.5 26.1 34.9 40.5 26.1 34.9 61.2 22.2 29.6 35.1 22.2 29.6 51.9 - 25.9 31.3 - 25.9 45.5 - 23.2 28.5 - 23.2 40.8 • WIDTH (W) - w1 +2 W2 FLANGE OR FLUSH FRAMES ULLION SPAN 1 0R 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W1 \ W2 MULLION WIDTH (W) - Wt +2 W2 FIN FRAMES NOTE: REFER TO PAGE 2 FOR OTHER COMBINATIONS. FR ODUCT REV 13ED as complying with the Florida Building Code "Q "Q I AceepnnoN: into i Ettpkitiou Date H de Product Cuoird JAN 0 5 2013 i'10 111111II/I777ji 592 �V U 0 Z O 3 3 SERIES SENTINEL UNCUPPED ALUM MULLIONS FAX. (305) 593-6592 NO CHANGE THIS SHEET 0 n 0 0 A drawing no. M10-01 sheet 3 of 7 CHART 'B' DESIGN LOAD CAPACITY - PSF MULUON WHH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. ANCHOR AT EACH SIDE OF MUWON 2 ANCHORS AT EACH SIDE OF MUWON WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 19-1/8" 26-1/2" 37" 49" 53-1/8" 50-5/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 82.9 82.9 82.9 90.0 90.0 90.0 78.9 76.9 76.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 19-1/8" 26-1/2" 37' 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 74.7 74.7 74.7 90.0 90.0 90.0 59.8 59.8 59.8 90.0 90.0 90.0 52.2 52.2 52.2 90.0 90.0 90.0 50.9 50.9 50.9 89.4 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 76" 77.5 77.5 77.5 90.0 90.0 90.0 59.2 59.2 59.2 78.5 90.0 90.0 46.3 46.3 46.3 59.0 74.2 90.0 39.0 39.0 39.0 48.2 60.6 78.1 • 37.5 37.5 37.5 46.0 57.7 75.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 85" 68.3 68.3 68.3 75.6 90.0 90.0 51.8 51.8 51.8 55.6 69.8 90.0 40.0 40.0 40.0 41.4 52.0 80.1 33.2 33.2 33.2 33.2 41.7 66.5 31.4 31.7 31.7 31.4 39.5 63.5 19-1/8" 26-1 /2" 37" 49" 90" 63.5 64.0 64.0 63.5 79.8 90.0 46.6 48.4 48.4 46.6 58.6 90.0 34.5 37.2 37.2 34.5 43.4 70.1 27.5 30.7 30.7 27.5 34.6 55.9 19-1/8" 26-1/2' 37" _ 96" • 52.2 59.6 59.6 52.2 65.6 90.0 • ow 44.9 44.9 38.2 48.1 77.6 _ • 282• 34.3 - 34.3 28.2 35.4 57.3 • • • • • • • NOTE: • • • •tIILLIONS RAID IN •THESE C WI SINGLE HUNG FRAMES • MAY BE ORIENTED VERTICALLY T2NTALLY AS SHOWN BELOW. • (INTERPOLATION BETWEEN WIDTHS ALLOWED) •• •• •• •• • • • • • • • • • • • • • • • • • • 0 0 0 WIDTH (W) - w1 + W2 2 CHART 'B' DESIGN LOAD CAPACITY - PSF MUWON WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. ANCHOR AT EACH SIDE OF MULUON 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 _ 86.9 86.9 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 60" 85.5 _ 85.5 85.5 90.0 90.0 90.0 73.0 73.0 73.0 90.0 90.0 90.0 65.1 65.1 65.1 90.0 90.0 90.0 60.1 60.1 60.1 90.0 90.0 90.0 57.0 57.0 57.0 90.0 90.0 90.0 55.3 • 55.3 55.3 90.0 90.0 90.0 54.7 54.7 54.7 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" - 68.4 68.4 68.4 90.0 90.0 90.0 57.6 57.6 57.6 83.4 90.0 90.0 50.7 50.7 50.7 71.8 90.0 90.0 46.0 46.0 46.0 64.0 80.4 90.0 42.8 42.8 42.8 58.6 73.7 85.5 40.5 40.5 40.5 55.0 69.1 81.1 39.1 39.1 39.1 52.6 66.1 78.2 24" 30" 36" 42" 48" 54" 84" 57.0 57.0 57.0 63.2 79.4 90,0 47.6 47.6 47.6 51.5 64.7 90.0 41.5 41.5 41.5 43.9 55.2 82.9 37.2 37.2 37.2 38.7 48.7 74.4 34.2 34.2 34.2 35.0 44.0 68.4 32.0 32.0 32.0 32.4 40.7 64.0 24" ' 30" 36" 42' 48" 96" 42.0 48.9 48.9 42.0 52.8 85.3 34.1 40.5 40.5 • 34.1 42.8 69.2 28.9 35.1 35.1 28.9 36.3 58.7 25.3 31.3 31.3 25.3 31.8 51.4 22.7 28.5 28.5 22.7 28.5 46.1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS 2 PRODUCT REVISED as complying with the Florida Buildin Code Accrptuacc No 1 E<oieat'On Date JAN 05 2113 will II/77��i 11�'NSF •. U 0 7 0 SERIES SENTINEL UNCLIPPED ALUM MULLIONS (305) 593-6592 to 0 0 UPDATED TO 2017 FBC .0 drawing no. M10-01 sheet 4 of 7 CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MUWON WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SUDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MUWON 2 ANCHORS AT EACH SIDE OF MUWON WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1/8" 73" 25° 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 . 90.0 18" 90.0 90.0 90.0 90.0 24" 82.9 82.9 90.0 90.0 30" 74.3 74.3 90.0 90.0 36" 68.1 68.1 ' 90.0 90.0 42" 63.6 63.6 85.0 90.0 48" 60.3 60.3 77.5 90.0 52-1/8" 73" • • ••:60• • • • • 52-1/8" 73" 37 3/8" •• • • • •• • • • 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 89.4 89.4 90.0 90.0 42" 86.3 86.3 90.0 90.0 48" 84.8 84.8 90.0 90.0 12" 90.0 90.0 90.0 90.0 18" 78.3 78.3 90.0 90.0 • •27"• •3•• 69.7 636 69.7 • • 63.5 90.0 88.0 90.0 90.0 36"• • •1!"• 58tJ • • 55.5 4.9 55.5 80.0 73.3 90.0 90.0 • • 48"• • 12" 52•tt • 900•• 0.0 • •9E.0 67.6 90.0 90.0 90.0 •• • • 49-5/8" •• • •1i • 24"• 30" 90.0 • • 90• 900 • • •W.0 • 90.0 • •90.0 90.0 90.0 90.0 90.0 90.0 90.0 • •3e^ • • •44i" 48" • 12" 90.0 • • • •90.0 90.0 90.0 900 • • 90.0 • •90.0 90.0 ••• 90.0 90.0 90.0 90.0 90.0 90.0 90.0 18" 7 90% • • 87.3 • •9e.o • •87.3 90.0 90.0 90.0 90.0 30" 1•• 36"• el% • • 78.1 11.8 78.1 90.0 90.0 90.0 90.0 • •4:" 75.7 75.7 90.0 90.0 48" 74.5 74.5 90.0 90.0 12" 75.3 75.3 90.0 90.0 18" 66.5 66.5 90.0 90.0 24" 60.1 60.1 82.7 90.0 30" 55.5 55.5 75.6 90.0 36" 52.0 52.0 69.6 90.0 42" 49.3 49.3 64.5 85.9 48" 47.0 47.3 60.1 80.6 CHART 'C' DESIGN LOAD CAPACITY -PSF HORIZONTAL MUWON WITH. COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SUDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MUWON 2 ANCHORS AT EACH SIOE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 36" 52-1/8" 73" 62" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 12" 90.0 90.0 90.0 90.0 18" 82.4 82.4 90.0 90.0 24" 76.4 76.4 90.0 90.0 30" 72.2 72.2 90.0 90.0 36" 69.3 69.3 90.0 90.0 42" 67.4 67.4 . 90.0 90.0 48" 66.4 66.4 90.0 90.0 12" 64.2 64.2 85.5 90.0 18" 57.7 57.7 77.9 90.0 24" 52.9 52.9 71.6 90.0 30" 49.2 49.2 66.2 85.5 36" 46.4 46.4 61.6 80.3 42" 44.3 44.3 57.5 75.7 48" 42.2 42.7 54.0 71.5 1 0R 2 ANCHORS AT EACH SIDE OF MUWON (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY go z WINDOW WIDTH FIXED OVER H.R. PRODUCT REVISED as complying with the Florida Building Code !a Aceeptaace Tb _ E..Sei• Date JAN 0 5 20'9 n u CO 0 2 FAX. (305) 593-6592 drawing no. M10-01 sheet 5 of 7 ) • • • • • • • • •• • EDGE DIST. ai 0 • (-• • •[ • • S*• • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• •• • • • • • • • • • • • • • • •• • • • TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL(AT WINDOW FRAME) SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY N N EDGE DIST. TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY METAL STRUCTURE TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA, TAPCON BY 'ITV (Fu=125 KSI, Fy=100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fo=177 KSI, Fy=15S K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • 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 8E PLATED OR 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, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 MIN. PSI MIN. 2BY WOOD BUCK 0R WOOD STRUCTURE 18 SMS 1-1/4" MIN. WOOD EMBED 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. j18 SMS (GRADE 2 CRS) INTO WOOD STRUCTURES FOR FIN FRAMES ONLY 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1/2" MIN. EDGE DISTANCE FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE HUNG AND HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, EQUAL LEG OR FIN FRAME CONFIGURATIONS. 2 3/8" MIN. 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23 ". THE USE OF DEEPER OR . BEVELED WOODBUCKS IS PERMITTED. PRU13UCT R VISFD ..mp{yir>g with 11k Florido 3oild.ng Code f r.«prrnce do S'D =_xp5a400 Uate "1TjL By Ade Pro&* C J,4 0 5 2073 111111IIi , _!Lf� y�yii Y • • VGEN$F ••. O TE OF '6 Y\1111 111\\\\\ SERIES SENTINEL UNCLIPPED ALUM MULLIONS MULLION\M 10-01 CGI FAX. (305) 593-6592 0 n 9 G 8 UPDATED TO 2014 FOC 5 6 8 a 0 drawing no. M10-01 sheet 6 of 7 -1 1.583 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) 262-6978 s MULLION \M 10-01 CGI .812 .500 1.301 2.505 2.737 • .065 .065 .065 TYP. TYP. 065 1.450 2.505 TYp 2.505 .180 2.440 1.7453.675 3.175 1.335 .811 1.429 2.613 .550 ,- .050 1.015I f .745 111 i .065 Tom. P .995 4- .745 a 1.015 L.-1.000 2.846 .500 1.000 1.995 1 .991 SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD H.R. WOW FLANGE FRAMF_JANA 2.505 SERIES 110 SENTINEL SERIES 3.237 120 SENTINEL FIX. WDW. FLANGE FRAME S.H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAMF_HFAO S.H. WDW. FLANGE FRAME SILL H.R. WDW. FIANGF FRAMF_JAUR FLANGE ADAPTOR CGI-118 ' CGI-136 CGI-135 CGI-137 CGI-139 CGI-109 1.301 1.583 -1 2.737 .812 065 '2.505 065 TYP06TYP.O65 SERIES SENTINEL UNCUPPED ALUM MULLIONS j CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 24402505 �T2.5051.3351.015 4 811jI175 1.550 1.680 1.245 1 .745 1 1- .745 a .500 .050i I 1-� ,991 FFF �� 1.395 .995- 4-1.495 2.346 H.R. WDW. FLUSH FRAME HEAD H.R. WDW. 1.015 I- FLUSH FRAME JAMB 2.505� SERIES 110 SENTINEL S.H WOW FLUSH FRAME 'SILL H.R. 2.737 SERIES 120 SENTINEL WDW. FLUSH FRAME JAM SERIES 130 SENTINEL S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD CGI-101 CGI-116 FIX. WDW. FLUSH FRAME ccl-102 ccl-too FIN ADAPTOR CGI-119 CGI-110 - • 1.75•!-•• • 1.015 r- • • • • • �I • ••• • • • • • i 1.140 • • • 4.430 • • •• • • 3.685 •• • eft • 1SP.• • • • • • • • • • • • • • ftft5• • • • • • • • • •••• • • • 3.930 • • 3.185 .065 TYP. 2.885 °titi . ' E' t, T SC o 2 2 INO CHANCE THIS SHEET UPDATED TO 2017 FBC • •• • • •• 2.440 s. 40 2.440- - • • • • SERIPS 12C•AltINEL • •• SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL o"2 v o • • FRAME SILL i.R. WDW. Film • ccl-t t3 PRODUCT REVISED - the FloridaFlora0uildia• • • • • • • •CGI-138 • • • • • • with w cnptyin8y Coda AaagGooe No l $•'E%tii • bl Date b a m u o 2E %-�cl-----��--� • f a \1111111It1f//// BY nde Proddctc Miem JAN o 5 2E9 - ...... ors.. ',//Y�ffIi,io• :' VGENgF'•.!V 70592 = TE OF (y�� RroP.•.&C- \` Q G drawing no. M 1 0 - 0 1 (sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION ICE OF ACCEPTANCE (NOA) 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.mia midade.gov/economv 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, inc the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentine um Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., 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 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. 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 td the uv:r lI}* thIntanrActtier or its distributors and shall be available for inspection at the job site at the request of the'Building©ffieal; :.. • 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. P1r eicit, P.E.; • � • ;• ; ;• • • • • •• • ••• • • • • • bL')el2vih •.. •.. • �•NOA No.1171226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 • • • •• . ••• •• ••• •• • Page l •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Unifoini Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with 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 issuuTto res msnqe al'Company(MA) former Solutia Inc. for "Saflex CP-Saflex & SafleX.HP itterlanr w/ PET core", expiring on 12/11/18. E-1 .. .•• •• • • • •• • . • • • • ••• •• • • • • •• •• • • • • • •• • •• • ' • Jchg$ M. Plasencia, P.E. • ' "' 'Pr,ddei•Codtrol Unit Supervisor NOA No 17-1226.05 • •. • • • • 1j iration Date: August 08, 2023 •. Approval Date: February 22, 2018 11• • • • • • . • • • •• •. . • • •. •. s•• • • • ••• • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifomru 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 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). •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •J • • •• • • • • • ••• • • • E-2 • ••• • • •••• • •• • • • • i • • • •'` g4 M. Plasencia, P.E. "' • 'Prod •+Cotttrol Unit Supervisor NOA No 17-1226.05 • • • Tspiration pate: August 08, 2023 • • eApprovvl Dale: February 22, 2018 • • • • • •• • • • .• •• ••• • • ••• 0 • • • CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. E-3 .. ... . . . . . .. • • . . . • . .. ... .. . . . .. . • .. • . • .. • • • •• • .' orge'1VI. PlasgnCia, P.E. • ' Prod et Control LIM Sdpervisor NOA No 17-1226.05 ... .Expiratio& 1hte: August 08, 2023 ipprova3 Jjate: Fe3 rua jy 22, 2018 • . . . . . . • • • ••• . . • .... . . SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDEI.ITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHHQjJT I ELITES. •., OR. • • • • •SIRS WITH STANDAFf.DIDE LITES COT NC �THRESHO D ONE OR THQIreJYE0 FORSIDES OF INSTALLATIONS • WHERE WATER INFILTRATION iNCE IS•REQUIRED. • • I • DOORS WITH •51RDDI •(i�A) THRESHOLD NOT APPROVED FOR WATER • IAFTLTRATION RPSISTANLt. • • • • • • • • THIS PRODUCT HAS BEEN DESIGNED •AND TESTED TO COMPLY WITH THE • • • • fkiUIREMENT• OF 114 2017 (6TH ENIWON). Gf 0RIDA BUILDING CODE • • • Ig ELUDING HINH %L .I1• HURRICANE ZONE (HVFIZ). • • •1BY OR 2BY WOOD BUCKS & BUCt(T"tetERS BY OTHERS, MUST BE • • • ilEIIGNED AND jISTOLiED ADEOUATELJ Ji ii2ANSFER APPUED PRODUCT LOADS TO THE BUILDNG STRUT URE. • • • HORS SHALS !E•LbRROSION RESM11T} SPACED AS SHOWN ON DETAILS • • • INSTALLED PER MANUF'S INST3j2U�CTIONS. SPECIFIED EMBEDMENT TO BASE MA IAL SHALL BE BEYOND WALLn,NE a1 SDR STUCCO. • • 1 • lit !DAD DURATINN INCREASE IS USER ✓►I•DESPN OF ANCHORS INTO WOOD ONLY. • • ALL SHIMS T: Be wcil•IMPACT, NNN-MF•TA,LLIC AND NON -COMPRESSIBLE. • MAJERIALS INCLUDING BUT NOT UNITED, TO STEEL/METAL SCREWS, THAT • • • • %ANTE INTO CORM, KITH OTHER OI•SIMILAR•MATERIALS SWILL MEET THE REQUIREMENTS OF THE .017 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 SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/16' ANN. GLASS .075' Safi.CP — By 'Eastman Chem. .090" Safi. A _ INTERLAYERS- By 'Eastman Chemic• _ .090" SentryGlas By 'Kuraray America, 1 _ .090' Trasifal PVB By 'Kuraray America, Inc 3/16" ANN. GLASS SILICONE DOWSIL 995 r DOWSIL 899 / GE-1200 A- T 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS INSTRUCTIONS: USE CHARTS AS FOLLOWS. hPET Core al Co. d Color Gloss Ca: OPTIONS STEP STEP STEP STEP STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2 FOR SINGLE (X) AND DOUBLE (X%) DOOR CAPACITIES SEE SHEET 2. 3 FOR SIDELTE PANEL (0) CAPACITY SEE SHEET 3. 4 FOR SIDEUTE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16" HEAT S1REN'D GLASS INTERLAYERS- .075" Soflox CP With PET Core — By 'Eastman Chemical Co.' .090" Saflen Clear Pod Color Glass — By 'Eastman Chemical Co.' .090" SentryGlos By 'Kuraray America, Inc.' .090' Trosifol PV9 By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 AT 1/4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS PRODUCT REVISED Bas uildcomping Clying odwith the Florida e NOA-No. 17-1226,05 Expiration Date 08/08/2023 ey Miami-D a Product Control DOORS/SIDEL.TTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FEB1 5 2O1B 0314"u COMP-ANL\W13-01 SERIES SENRNEL 160 ALUM OU1SWING DOOR (LM.L/S.M.I. c of Q W CC (305) 593-6592 drawing no. W13-01 sheet 1 of 13 • i6 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/8" AIR SPACE 3/16" ANNEALED GLASS ` 3/16" ANNEALED GLASS / •\ • • • • • • • • 1 •/ .090" Intedayer Sofex Clear And Color Glass By 'Eastman Chemical Co.' r3/16" HEAT STREN'D GLASS SILICONE SILICONE DOWSILIUCO995 DOWSILILICO995 DOWSIL 899 DOWSIL 899 GE-1200 GE-1200 \\` XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' / OR SUPER SPACER BY 'QUANEX' / 0R r KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 P:INTi, • • • • • • • ••• •�CLM:T PE 1" OVERALL INSUL LAM.•GLASS � • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • •• • •• • • • • • • • • • • • • 1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' 0R SUPER SPACER BY 'OUANEX' / OR KOOISPACE 4SG TPS BY 'KOMMERLING' AT - 1/4 POINTS GLASS TYPE 'C2' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS .075" Intertoyer Safex CP With PET Core By 'Eastman Chemical Co: 3/16" TEMPERED GLASS 3/8" AIR SPACE 3/16" ANNEALED GLASS _ .090" Saran/Qas INTERLAYERS— By 'Kuraray America, Inc.' .090" Troeifol PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 1 XL EDGE SPACER St. STEEL BY 'CARDINAL' OR ��DURASEAJ BY 'OUANEX' / OR SUPER SPACER BY 'QUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERUNG' AT 1/4 POINTS GLASS TYPE 'C3' 1" OVERALL INSUL LAM. GLASS FEB I 5 1018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miarrf Da product Control ``\L1114111f1lI /lllli No. 70592 O '•, COR IONAL • • .�i V 0 a a U 8 O C LI 0 p w42 C =N W n7 r- • • • 'T T 3 C z n O_ U'3<J o.- ! drawing no. W13-01 sheet 1.1 of 13 • • • • 42" DOOR FRAME WIDTH 6' MAX. HINGES HEAD/SILL SEE NOTE CORNERS BELOW y u / D / / Tr II/ I 0 10 n m o O n J ` h Ngaz — _ / \ / II -/- -Tr---- ri / Of I \ I 1 \ 1 \ I 1 I I _-_- \ \ \ ACTNE •-h'3q � �rc • a• •V • • • • • •• • • •• • •o••• • • •I••• •• • • • • • • ••• • • • • • • • 28 1/4" • •• • • • • • • TYPI4L ii_EV410N •• • 2 ANCHO TYPE 'A', T STILE 2 CHORS E 'B' T STILE ENDS 81 1/2- 'B' OR 'C' ENDS 6" MAX DOOR FRAME WIDTH HEAD/SILL HINGES CORNERS SEE NOTE BELOW AO 3" _____ i) 6" 1` 3' -- `. FRAME HEIGHT 94 1/8' LEAF HEIGHT 83 1/8' D.L OPG. n I I I I 1 / / / / / / N 1\ 1 1i Y $ \ ii \ 11 _ \ 1L-- -rr- FLU BOLT DETA / / / SEE ISHEET 11 II / \ / E 3 POINT LOCK SEE SHEET 10 \ // \ \ \ \\ g I Itl 1 1 ii�l '/Lr ___tp ====aF==Y= -I / // \ \ \ • / ACTNE / INAC VE - 28 1/4"\ 28 0 1/4" DOOR OPTIONS 4 ANCHORS TYPE 'B' SEE CHART FOR QUANTITY ua SURFACE APPLIED FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - ± PSF CLASS TYPES 'A', 'B', 'C1', 'C2' 8 'C3' • • trip. E LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIQg� ) HEIGHT CC BLDW0.0 CXL KM QUAN 3/-1/4:. � 96' 35' � 70.0 70. B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • /2" 96" 39-3/4" • 70.0 80.0 70.0 70.0 80.0 - • • NOTE:• • VWTiFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. • • • •••• • • NOTE: • • FLUSH BOLTS AND LOCKS MUST 8E • • • • ENGAGED TO HEAD AND SILL DURING NOTE: PERIODS OF HURRICANE WARNING. •• • • • • • • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 J OCK SFT9• 5CH = SCHLAGE CC = COPPER CREEK BLD = BALDWIN HINGES SEE NOTE BELOW HEAD ANCHORS OUANRTY AT STILE ENDS ANCHOR TYPE SHIM 'A' '8. 'C' 1/4" 4 4 4 3/8" 6 6 6 1/2" 7 7 - O GLASS INSULATORS. CXL = CARDINAL XL KOD = KODISPACE OUAN = QUANEX DURASEAL OUANEX SUPERSPACER DOOR D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 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) FEB1 5 2018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miam-0 Prouc Control /ON�IGJ-rG I�Tllllll rehlV COMP-AHL\W13-01 rr d FAX. (305) 593-6592 0 drawing no. W13-01 sheet 2 of 13) • • • • • • • • •• • • • • •• • •• • • • • • • • • • • • • • • 43 1/8" SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS D.L OPC. O O 0 'm x /, // 1m IJ , 37 1/8" D.L OPG. TYPICAL ELEVATION ( O ) 4 165 1/2" MAX. 42" 81 1/2" 42" SIDELITE WIDTH 6" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 3" 3" / j' __ / \ / 3 POINT, SEE \ // / g/ I\ I \\ \\ II \ �o IIL BOL SEE SHEEET -=-�L- ii\ D.L. OPG. /ji - 1 O -LOCK SHEET 10-' '/ \ \ \ \ \ \ 1 1 1 t U 11 M 1 I //I1 '.N /,� rt it --ter; 11 / V /11 -_ / 11 / 11 r ;1 ACTIVE I /I INACTIVE • SIDEUTE WIDTH SEE CHART FOR OUANTRY 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 • • SIDILTEE LOAD CAPACITY - PSF • • • • OR•5!AND ALONE •TAT10IARY PANEL (0) • • FRAME • • CL.VS TYPES • • • W• D', 'Cl' • • GLA:S TYPE C2' GLASS TYPE 'C3' • All.1I HEIGHT* EXL(is) INT.(4 EXT.(+L INT.(-) EXr.(+) INT.(-) 30" 33" • •3!" •3j j/8" 1 3g" • • • 2" 84� • • • • 80.0 80.0 • • 80.0 • 80.0 80.0 80.0 • •80.0 80.0 • • •l1l1 • 80.0 80.0 80.0 4E0.0 80.0 • • 80.• • 80.0 80.0 80.0 • 86..L0 80.0 • • 111E • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 • 'e.g. 80.0 • • • ibe • 80.0 80.0 80.0 • •l•" 36" '37-1/8" 39" '• ``'' • 90" • • • 41811.0 80.0 • • lilpe 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• • • Ilbe• 60.0 80.0 80.0. • •814 80.0• pip 80.0 80.0 80.0 - • • 70.0 • 70.0 80.0 80.0 30"`- 33" 36" 37-1/8" 39" 42° ••• •0.g, • 96" 80.0 • 80.0• 80.0 80.0 80.0 • •81.0 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 B0.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 - - 70.0 70.o 80.0 B0.0 37 1/8" D.L OPG. SIDELITE OPTIONS 28 1/4" D.L OPG. GLASS INSULATOR LIMITATIONS FOR SIDELUTFS WIDFR THAN 37-1/8" ONLY 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3" QUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE .C3' CARDINAL XL (UMIT MAX. LOADS TO 370.0 PSF) 28 1/4" �.L. OPG. TYPICAL ELEVATION ( oXXO ) SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 37 1/8" 4 ANCHORS TYPE '8' AT STILE AND MULLION ENDS D.L OPG. Z In mW U SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB 1 5 21118 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By MlaLfiE-Da roduct Control COMP-ANL\W13 1 cti i3 5 FAX. (305) 593-6592 0i 0 NO CHANCE THIS SHEET ei 0 drawing no. W13-01 sheet 3 of 13 DESIGN LOAD CAPACITY - PST DOOR SIDEUTE SIDELITE TO DOOR MULLION SIDEIITE LEAF FRAME (SEE NOTE BELOW) WIDTH INCHES WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 36 39-3/4 84 80.0 80.0 37-1/8 80.0 80.0 39 80.0 80.0 42 80.0 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 72.9 • • • NIP Ed • •• • • • to LEAF WIDTH • •• • SIOEUTE WIDTH • • • 6. DOOR FRAME WIDTH • • • DOUBLE (XX) e1-1/22" MAX. • • • • SIDEI.TIE•?IP OOR •• •• •• •• • • • • • • • • • • • • • • • NOTE: • • • • • FOR DOd!i! CAPACITY SEE SNLtT 0R SIDELITE CAPACITIES SEE SHEET 3. • FOR SIDELTE MUWON CA1•ACIfi'•SEL�•ECHART ABOVE ORWDc&R/j100R MUWON LUES FROM C� T�\LL APPLY T IDEUTE EN ENTIRE SYSTEM. • • • • • ••' • • • • • • • • • • • • • • • U 0 DOOR FRAME SIDELRE WIDTH' WIDTH •/ n i o- // o- /%/' 'i / i v \ O \ \ \ ( XO ( OX) SIDELTTE DOOR FRAME r WIDTH WIDTH SIDELTTE 000R FRAME SIDELTE WIDTH WIDTH I } WIDTH J ` F ..- / %' v! / ?A ' / ' O \ \ \ \ / \ 0 0 0 / / \41 \ \ \ F / / \ / MUWONJ X O \ D00R SOLE END ANCHORS l \..END ANCHORS SEE SHEET 3 ' SEE SHEET 1 OX0 ) SIDELITE DOOR FRAME DOOR FRAME DOOR SIDELITE FRAME WIDTH WIDTH WIDTH • ti ` 'Iv / \ 4/ \cy__ '® / \ / \ / \ / \ / 'CI -. -11>'. ( XOX ) SIDELITE WIDTH ( WIDTH ; WIDTH : ,� / \ 2) /6 \.\ 0-- -- la / j% / '�i \ %j \ 1\ '�i / \ / \ / \ / \ / PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 -Da roductControF- NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 /t111111 Ii , FEB1 5 2018 0. 70592 JSTA OF . (( 111 f 11111111 se `0- n NO CHANGE THIS SHEET GENERAL REVISION 0 REV. PER RER CON a d U 0 0 to drawing no. W 13-01 sheet 4 of 13 • • • •• • • • • • • • • • •• EDGE DIST. CONCRETE •• E�E DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mx 0 N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING POURED & HARDENED HIGH STRENGTH GROUT f'c - 5000 PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHINS OPTIONAL TO GROUT) STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. DESIGN LOADS TO ±70.0 PSF DOOR DETAILS FEB1 5 1018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Miaf�i-Da ,NIT Illlff/,,. 9 : •• Er+sF •••.O `N. 05,92 �ffntill 11%-‘ • re 6 0 a 8 0 L 8 0 L a 0 v drawing W13-01 `0 sheet 5 of 13 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 '8'- 144" IOLA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 K51) %TH = 2-3/4" • • DIRECTLT INTO CO . 0R'BLOCKS • • 1-3/4" N. EMB •IIRTO (/NCRETE (HEAD/SILL) •••••• T:}/Rti�N. EMBED INTO CONC..OR BLOCKS (JAMBS) •I, TYPE 'C'- 1 /4; DIA. TEKS 01= S E 4)QILJJNG SCREWS (GRADE 5 CRS) • INTO MIAMI-DADE COUNTY APPROVED MULLIONS ,,p •• •• •• =NTS M STRUCJ, FFS• EAD/JAMBS) • • (3) DS MIN. TOr1S BEYOND METAL THICKNESS AIUTARISM: 1/8" THI• •.i•J• (6063-T5 MIN.) • • %E I j " THK. tiv• firY It 36 KSI MIN.) (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) • • •► • •• •• • TYPICAL EDGE DISTANOE • NTCONCRETE AVM? M? = 2-1/2" MIN. • ONTO WOOD STRUCTURE s•1" MIN. • INIQ 4467AL STRUCi :! _ :/4" MIN. • Weqp•Aj •HEAD OR JAMBS SO = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. ANCHORS MAY BE HEX 0R FLAT HEAD. 20Y W000 BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING \ rsn m EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DOOR DETAILS METAL STRUCTURE 0 rr I MIAMI-DADE COUNTY APPROVED,, I I CLIPPED MULLION Ij SEE SEPARATE NOA II I[ ce FEB157018 TYP CAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mlam--DaF rvduct Control 70592 ill 111lt 14.0 U O r1 8 0 0 8 5 'O 5 drawing no. W13-01 (sheet 6 of 13 3/8' MAX. LOAD BEARING SHIM t `� TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/2' MAX. LOAD BEARING' . SHIM CONCRETE OR ' MASONRY TYPICAL ANCHORS •. SEE ELEV.. FOR SPACING." • •• • • • • m®m D.L OPG. .1/2" MAX. LOAD BEARING SHIM IBY WOOD BUCK 'SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEV. 1 FOR SPACING R_II 1I3.61w IIa !=r r tl.luv;:il;,e ; ® 47CID EXTERIOR LEAF WIDTH DOOR FRAME WIDTH i"k w i w• m r• mm� O Ef m •• •• • • • • •••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 0 _08/2023 By Mia -Da • roduct Control DOOR DETAILS FEB1 5 2018 1/2" MAX LOAD BEARING SHIM RE EET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING •\ `4PD. titf�gy�pp/� PI.170592 .. SERIES SENTINEL 160 ALUM OUISWING DOOR (ULI./S.M.I.) COMP-ANL\W13- FAX. (305) 593-6592 U 5 5 REV. PER RER COMAQNTS v 5 a c drawing no W 13-01 sheet 7 of 13 .'•EDGE'DIST.' a TYPICAL ANCHORS SEFOR ELEVATIOSPACING 00e O FOR SPACING K MATING JAMB FASTENERS AL-FAROOQ CORPORATION a ENGINEER.. PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 9538) C TEL (305) 264-8100 FAX. (305) 262 6978 COMP—ANL\W13-01CG1) - 4 CONCRETE . ,,_... CONCRETE,', 'VD 0FOR LOCATIONS ('� �.(� SEE DOOR JAMB SPACING _ `� _ `-' ON SHE 2&3 u � 44 1 "® " mm ' II 1I -1 ..1 mil iiM"1 1 -I: LSNIONNSIN 0 � 111 h RIMINIIIIF la'-', PRODUCT REVISED a)NOA-No. EXTERIOR ©m ®® as complying with the Florida Building Code 17-1226.05 Expiration Date 08/08/2023 6 SERIES SENTINEL 160 ALUM OUTSWING DOOR (LM.I/S.M.I.) CG( Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TO.., (305) 593-6590 FAX. (305) 593-6392 J 1i LEAF WIDTH D.L. OPG. ?Mom rodent Control �1 jl DOOR FRAME WIDTH SIDELITE WIDTH 0 III IIi 1� 1 I! 1. I I i Ij l I'I 42" MAX. SINGLE (X) 51-1/2" MAX. DOUBLE (XX) 1/2" MAX. 0 1! II III A LOAD BEARING. SHIM O 0 F' (sj KI . • CONCRETE' OR ' •. '- O ® 0 O-. MATING JAMB FASTENERS FOR LOCATIONS ®SEE DOOR JAMB SPACING / ON SHEETS 2 & 3 MASONRY ' my �1 IIIIuI NO CHANGE THIS SHEET REV. PER RER COMNEMS GENERAL REVISION REV. PER RER COMMENTS 111 • I ` I. ----.=._- - .. -_:_. _;. • • • _: _ .... ••I• IlL 1111-.. it Q •• 1 • 1 0©m `0 a EXTERIOR ' • • • • • D.L. OPG. LEAF WIDTH • • ••• • • TYPICAL ANCHORS SIOELTTE WIDTH DOOR FRAME WIDTH �' • • • • • • • . 4" LONG FOR SPACING 42' MAX. SINGLE E (25) 81 -1/2- MAX. DOUBLE (XX) FRAME WIDTH 800©Yl, Yl • • • • • • • • • • •• G • • • • TM NN ` LL wilt,,,,, lull,,,, ,, APPLY SEALANT �� // BEFORE MATING egpn® �.M / FEB 1 b 1018 \� 7a�z data: 01_03-13 —1 Beale: 3/8' - I') dr. bp TAM)rr (chic by. i I\ • DONC v . e, •.. NOTE- LIMIT SHIM TO MFTAL STRUCTURE AT JAMBS TO 3/8" tJ . .. It T v a ••• TYPICAL ANCHORS EOF :•� LD?;.-'' NYC - EDGE DIST. ELEVATIONS / ` FOR SPACING -11 SEE SIDELITE DETAILS / � AS// G At.�� (sheet 8 of 13 1, 11111��G • •• • •• • • •• • • • • • •• •• • • •• /� , TM CO • ( COMP-ANL\W13-01CC1)I ITEM PART Na. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS DUMMY `.-___ __ 1 AL-189 AS READ. FRAME HEAD & SILL 6063-T6 KEYMARK / SAPA 1--� --•-, 2 AL-190 AS REQD. FRAME JAMB 6063-T6 KEYMARK / SAPA il®© L,--r--".J I I i AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) ( TEL. (305) 264-8100 FAX. (305) 262 6978 3 AL-196 AS READ. SIDELRE HEAD & SILL 6063-16 KEYMARK / SAPA — IIIIIIMI _-i5 ®� 4 AL-197 AS REQD. FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF - INACTIVE LEAF 5 AL-198 AS REQD. MATING Si/ELITE JAMB 6063-T6 KEYMARK / SAPA 1+�M9 �ill!, mearesem 6 AL-193 AS REQD. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA `��I• II' IIII 7 AL-194 AS RECD. PANEL VERTICAL STILE 6063-16 KEYMARK / SAPA -`°F-:'j , •_III _,� 'J�1��• `I)I �11 =J iE € if��'Ii� 8 AL-199 AS REM. SHEAR BLOCK 6063-T6 KEYMARK / SAPA w,�IL''t.."III a• U_ SILL SCREW COVER 6063-T5 KEYMARK / SAPA �.�� 9 10 AL-191 AL-192 AS REQD. AS REQD. FRAME HEAD & FRAME HEAD & SILL SLANTED SCREW COVER 6083-T5 KEYMARK / SAPA U—S' i 11 AL-121 AS REGD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA OPERATION OF DEADBOLT ® A�I r--T 12 AL-123 AS RE00. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-75 KEYMARK / SAPA (WITH KEY FROM THE '}�'r TE TH ORTHUMBTURN DRERIOR ----- 13 AL-200 AS RE00. SHEAR PLATE 6063-T6 KEYMARK / SAPA F-- ORE INTERIOR) fi-i—_�- ROM 1 14 AL-195 AS REDO. ASTRAGAL 6063-T5 KEYMARK / SAPA ACTIVATES THE THREE-POINT L-----_ _J LOCKEMECHANISM '-----� 004 15 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 REMARK SAPA / OF LOCK SET 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) 6063-T6 KEYMARK / SAPA OPTION INSTALLED. SECTION AT DEADBOLT LOCK 17 HO-4503PL AS READ. THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY SERIES SENRt]. 169 ALUM OUISWING DOOR (LM.L/S.M.I.)f CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 18 HD-1204 A5 REQD. FWSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 20 HD-5455 AS READ. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 21 HD-8231 AS READ. DEADBOLT (THUMBTURN), AT ACTIVE PANEL m©® OEM 22 J10 TOR605 AS REGD. LEVER LATCH LOCK, AT ACTIVE PANEL 23 J10 TOR605 AS REGD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 24 JD60 AS READ. DEADBOLT (THUMBTURN), AT ACTIVE PANEL ■ . 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL M 26 HD-34-10116 AS REGD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK ACTIVE LEAF EDi INACTIVE LEAF 27 HD- 082410 AS REGD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL `! WI ��II 28 HO-537 PS REGD. LATCH LOCK STRIKE PLATE S STEEL - III(h1y,,Im. �IIII X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT)S. STEEL - -- R` �•i I 28A 29 - HD-538 2 /PLATE AS REQD. #8 DEADBOLT STRIKE PLATE 5-STEEL - V� .• r,'i -_ �� _ 29A - 2 /PLATE #8 X 3/4" PHP. EH SMS (STRIKE PLATE ATTACHMENT / ) S. STEEL - IV !Liz L�� I�a 30 HD-53EN A5 REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI Ll 2 IIIII 31 HD-390P A5 REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 0 L o a w 'o NO CHANGE THIS SHEET II NO CHANGE THIS SHEET �' 2 !., ;.1 § a Yi 1 32 HD-STRIgE Lin AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR . 33 HD-5116-90-REV • 2 /LOCK'MECH. BOLT LOCK ASSEMBLY 5. STEEL CGI HO-'S33C• •• 1 /FLU91BOLT• 'FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI • 4 HD-CH-108 • 4 /Lt �1/2' x 4" HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-A8IO IAISIb• 4 /LEAF 4-1/2' x 4' HINGE BRASS HAGER 1 • 36 HD-A8800-US • 4 /IVIF • �•-1/2" x 4' HINGE S. STEEL HAGER 37 03/8"-16•ROD 2 /I.7• • • 0011/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - • -,,v. W?3B2V• • AS REQQ.. pG,AZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-N33421 • AS ROOD. • .157' x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB a d Ha 203 • 2/LEA! • • hS1100T BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - SEALANTS: v •`^ 5 r e o d , 5 • •4• HD-12.1110020 AS RED•.• • 0.350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 4� WSRVTW AS RZO�.• -TIE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY GE SCS2000 SILICONE SEALANT. o 0 o w A. • .4 • HO-CLIP ANGLE • 2 /EACH •PERM 2 x 2 x 1/4" CUP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 4; - • 3 /CES R••'10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) 5. STEEL - PRODUCT REVISED Attlulll T// as with the Florida %c�. ol` a .� n y X .N.49 t F • N• •1 SEE • �• • 4 3 4' HH. TEK MUWON ATTACHMENT •N x / ( ) 5. STEEL complying xAA - ` / Building Code N.D..'ga4�A�'i 46 • 8/HINGE 4/CUP x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL - NOA-No. 17-1226.05 s�' NSF ••;V F 47 �- • • • - , 2/E H • •#12-24 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expiration Date 8/2023 . % • • S4! • • • 1/EAC• �110 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) 5. STEEL FEB 1 5 2010 -By _� - NO. 0592 �, N / 03/8%691FlTj • 4 /LEAF 03/8--16 SERRATED -FLANGE NUT (ZINC PLATED) STEEL - Miami -Dad roduct Control - I 50 - 2 /FLUSHBOLT #8-32 x 1/2' PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL - • I drawing no. W 13-01 51 HO-000R SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - i ess' ... A•'�(9 53 - 2/ LITE SETONG BLOCKS EPOM DUROMETER 80±5 SHORE A /// O I A (Sheet 9 of 13 I I 1 I • • • •� •.•• • • • • • • • • • • •.•. • • •. M • •• • • I I • • H • • • • • •• • •II • • • • • • •• • • • • • • i_ .II • .•• •• • LOCK (ACTNE) STIR ASTRAGAL 010-24 . 2-1/2' PHA. PH.95.1.15. 0.450' (OD) a .031' NEON WASHER 0. 295(00) a.040a 2' 5. STEEL SPRING 0.450•(OD) a.031. NYLON WASHER TOP HEN ROD WITH COUPLING NUT (1m0TILE HT: 494759 NYION SILENCER BLOCK 03.500. 9. STEEL WHEEL BO(TOM HEY ROO W/ COUPLING NUT BENGTH=34'1 UNLOCKED POSITION LOCKED POSMON FEB152018 PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By M[.'rrdi- a Product Control \/IIIII /it PP \No. z m 0 h q ry PI gz Q OO`,o wN n mot /. V'oT4�+ orlon • Z y o JO°9'0 0 Q w0mii O n Q O U ROI a o '0 0 drawing no. W13-01 sheet 10 of 13 • • • •• • • •• • . • • •• • • •• �� /M 14 U O I RI I STRFGAL 1 (INKIIVE STD/. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2648100 FAX. (305) 262-8978 ( COMP-ANL\W1 n �u la a • • • • a 111��. • • • ••!I • • • • • • g]f•1€ • • • IN • I !iIII II .1 III 1. 1 II o U 6ill 0 FWStIBOLT ACTUATOR ACTUATORQ 40 I Eli i II! II III O . as complying with the Florida NOA-No. 17-1226.05 PRODUCT REVISED Building Code SERIES SENTINEL 160 ALUM OUTSMNG 000R (LIA.I./S.M.I.)1fI CGI Windows and Doors, Inc 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 o nW' a tj 1 1 W g • • • • • Expiration Date 08/08/2023 �•• • • •• •• • • • • By p • • • •• ... • • • • UNLOCKED • • • • • ••• ••• • • • • • • • • • • ••• POSITION LOCKED POSITION Mia NOTE: FLUSH BOLT AT INACTIVE STILEw (PARTIAL TOP END SECTION SHOWN, BOTTOM END i-Da roduct Control SIMILAR) ' = OF.!(�� s.!0 FF� BAL\\\\�� y w a o�'" m o o u o o w ,. a drawing no. W13-01 sheet 11 of 13 .245 • • • • • ASTRAGAL ADA7'TER • • • C � SHEAR BLOCK .135_i .625 Li1 622 -IT SHEAR BLOCK PLATE .125 SADDLE THRESHOLD .500 • • 1.8104 •• •• 1 .U25 ice• d' I .120 • tit 0 DOOR FRAME HEAD/SILL D62 1.625 L1,587 O FRAME COVER 3.825 2.458 6.438 H-- O 1.625 SIDELITE TOP & BOTTOM FRAME r 1.567 1125 ,0622 1D SILL COVER 0 TOP & BOTTOM RAIL 1s SIDELITE JAMB COVER O HINGE & LOCK STILE • • • • •••®• •, • • • • • • • • •• • 4.000 • .125 500 • • • .120--i G-- • • 2.388• • • • • • ••• 1.225 DOOR FRAME JAMB •• •• • 3.005 2.000- •• •t 1.•62 •• 'd •• •• g000 ••1.•• � 1 • • • .420 0 .090 .500 .075 SIDELITE FRAME JAMB 465 .310 .080 1� 112° 4.000 505 1.44 .200 870 L 0 SIDELITE MATING JAMB .675 .995 050 1.184 !�- 11 GLASS STOP (LAM. GLASS) .895 .082 .050 1.184 GLASS STOP (NSUL. LAM. GLASS) FEB1 5 2018 PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia roduct Control J 8 8 8 d COMP-ANL\W13-01CGI 43 1 0 a 11 L� 7 drawing no. W13-01 sheet 12 of 13) 4 HOIF CAP • • • • • ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS O MATING JAMB FASTENERS SEE SHEET 8 FOR DETAIL DOOR FRAME TOP & BOTTOM CORNER • • • • • • • •• • • • • • • • • • • •• LEAF TOP & BOTTOM CORNER ACCESS HOLE SIDELITE JAMB CORNER TOP & BOTTOM SPpj)I F THRFS„HOLD CORNER ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By Mia I-Q product Control FEB1 5 2018 ItIIIII V "• CENyi:••., • . 70592 STE OF ' [j • a U FAX. (305) 593-6592 0 u NO CHANCE THIS SHEET e5 va 5 drawing no. W 13-01 sheet 13 of 13 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION 4IOTIUF, OF ACV' _ TANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25` Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing o. - i eries ippe , 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 A1-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE 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, modeUseries, 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 truest of tha Buildnl�fficial. This NOA revises and renews NOA# 15-0420.08 and consists ofthis ogee t jnr avii ic® pages E-1, E-2 and E-3, as well as approval document mentioned above. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • • • • • • • ••• •.• .• • • • •. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED • ••• •• • • • • • •• • • • •• • • ••• •'. • • • • •• N31 go. 18-0129.0 :Iyc pf oartion 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 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 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 SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum 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) Uniform 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 E-1 •• ••• •• 6 •• 6 •• • •••••• • • • • • " • • •• ••• • Manue Pere • • • • • ▪ •roduct•Costrol Exa .y ' r • • • • • •P • • •▪ • •• • Nt { t&. 18-012'.08 • • • • • . • • • • • •• , fipiration Bite: :IVIrch 28, 2023 Approval bate: &larch 29.2018 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 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, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, 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. E-2 • •• ••• • • • • • •• • • • • • • •• • •••"l Manuel ' rez, .E. • • • • • • • •rroduct:CQlttj o x • iner • • • • • • • • • • tiOg IYo. 18-0129.08 • • • • • •' :Fj;ptr,ption Iht: •l1I9rch 28, 2023 Approval Date: March 29. 2018 ••e • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 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 FBC 6th Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-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. E-3 • • • . • . • . . . . . .. •• •.• . 1 Manuel Pe ez. P E. •• .. •• se. • . Produ4taptrol D.a er •• • . . NQA;No. 18-1 29.08 • .. •Expiration Anti March 28, 2023 Approval Date: March 29. 2018 ... . . . . .•• • • • . . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • r 1.0001� 125 2.000 .125I,,,,,,\,\,\,\,11,\6\. AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) /� TEL (305) 264-8100 FAX. (305) 262-6978 �r MULLION \M95-53A) ! Il^ H" .250" TYP. HOLE 1 •U\\\QI\\\\\\�\\\\\ 2.000 .125 1�1 _tjl� ;�' _[{]f�jt r , 4. 00 I -I TYPICAL -� GLAZING PRODUCT L— 2.000 CLIP ANGLE J• 3' �� ; Ix Sx = = 1X2 .332 IN\4 .332 IN\3 MULLION 'iN JSp. C�� mi_,i. - 0 'y7N, s=�) �\ \�J+ 6.000 �1 3 2.000 3.000 -.-4.000 .-•- 6063-T6 2000 r.12 6063-T6 r 1.0001 r 125 4.000 — 7 —•125 . ' +d MULLIONS 1^2.000--I CONTAINING TYPICAL GLAZING PRODUCTS 3.000 .125 Series Clipped, Extruded Aluminum Tube Mullion-LMII CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 DI2TENSON _ HORIZONTAL OR VERTICAL MULL O SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES 2" 1.688 AND SPACING 3" 2.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 4" 3.688 AND CAN 8E USED WITH ALL MIAMI-DADE COUNTY APPROVED Ix = Sx = 1 X3 .9502 IN\4 .6335 IN\3 MULLION 6" 5.688 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. Ix = 2.9762 94\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 MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 6063-T6 • • • • • • • • • • • • • r • • • • • • • • 125• h`2,000 125 I 1 NOTE REV. UPDATED TO 2010 FBC UPDATED TO 2014 FBC REV. PER RER CONNEN1S UPDATED TO 2017 FBC • • • • 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • —� } —OF .125 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 4.000 MULLION CUP FOR 1 BY TUBES AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. CGI-383 6063-T6 1.700 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 SLOG. 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 STRUCTURE RECEIVING THIS PRODUCT • • • • • • • • • • • • • 4• i • • • 1 • F • • • 0 • • • • • • • • • • RA • • • • • • • • •• • •• ■ry �"11' ■■ �� e�©��© AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. INSTRUCTIONS: CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, USE CHARTS AND GRAPHS AS FOLLOWS. AND TO BE REVIEWED BY BUILDING OFFICIAL. 2.000 125 1111111I STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 �\\11 ,�g"L A�pa1 i� dale: 11-25-95 J Hale: 1/2• — 1' j dr. by: TARIO [chk. by: J FOR PARTICULAR OPENING. PRODUCT REVISED � W.'�- I' ' . ,i USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING . �tNYJES ENSF STEP 2 with the Florida ABOVE LOAD REQUIREMENTS. Boddie% Code Aceptznce 640 /C.0 STEP 3 USE CONNECT ON TO MUWON AS PER PRODUCT B� �� '. _ 7�"2 Ix = 2.0374 INV Sx = 1.0187 M\3 1X4 MULLION Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2X6 MULLION 4.000 APPROVAL. Gate / 3 E : ti _ USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH By ti 2r118 : X_ drawing no. M95-13A MULLION CLIP FOR 7• IT S STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Miami ade Product C IN STEP 1 ABOVE. T USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS �� :/� OF • ((, OP'' G\�� 60633 T6 STEP 5 ON SHEETS 3 & 3.1, SELECT ANCHOR TYPE WITH DESIGN RATING iS MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. �7A7'®I'�,L1�,,\ • 6063-T6 6063-T6 (sheet 1 of 5 130 120 110 100 90 p 80 z 0 0 70 60 50 40 30 130 120 • 110 1 X 2 X 1/8" MULLION 38-3/8 • MULL SPAN 50-5/8" 56" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES • • ',VA g�y •g •• z • S2 • jgJv • 0 •••td, • • •• •e5gt 40 30 2 X 4 X 1/8" MULLION 130 120 110 100 a 90 0 p 80 0 a 70 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 1 X 3 X 1/8" MULLION 38-: /B" 50-5/8" MULL SPAN 56" 63" 74- 1/4" 84" 50-5/8" • • • • • 56" • • •• •• • • • • • • • 63i •. • • • • • • 74-1/4" • MULL•S' • • L • •• •• " 84• • • •• • • • • • • •• • •• • • • • • • • • • • • . • • • •• • • • • •• • 9641.•• • • •• • 1031 • \\ 120" 132" 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 130 120 110 100 90 ap 80 L7 70 0 60 50 40 30 N 2 X 6 X 1/8" MULLION 132" 144" 108" 120" 84" 130 120 110 100 90 0 80 z 0 70 60 50 40 30 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 1 X 4 X 1/8" MULLION 63" 74-1/ 84" 96 " MULL SPAN 108" 74-1/4" • 96" MUWON S 75 85 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 75 85 MULLIONS GLAZING VERTICAL - MUWON GLAZING 0 PRODUCT PRODUCT WI W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION i"%' GLAZ NG PRODUCT GLAZING PRODUCT GLAZING PRODUCT 75 85 MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wt 2+ W2 NOTF• MULUONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PRODUCT REVISED as complying with 5. Florida Building Cock Acceptance No �?q•�S anon Dare M Iy1.0 Series Clipped, Extruded Aluminum Tube Mullion—LMI Z 0 L FAx. (305) 593-6592 0 NO CHANGE THIS SHEET 0 GE THIS SHEET UPDATED TO 2017 FBC c . by: TARIO drawing no. M95-13A (sheet 2 of 5 2 ANCHORS TYPE 'A' 130• 130 120 38-3/8" MULLION SPAN 120 110 110 100 0) a 90 0 80 70 W 0 60 50 40 30 130 120 110 50-5 74 8 9 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES • 100• • i • a 90 ••• • • • • 0 60 •• eel •• • w •i••• 60 • • • 5c? • • 40 • 30 2 ANCHORS TYPE 'BF' 85 • •• • • • 38-3/8" MU JJON SPAN • • • • • • • • • • • • • • • • • • • 50- • • •• •• •• • • • • 5„ • • ::::: • • • • • • • 8 " • • •• • • • • • ��2C�• • •• 25 35• • • 15 55 65 TRIBUTARY WIDTH - INCHES 75 85 100 0 a 90 80 0 0 70 w 60 50 40 30 130 120 110 100 2 ANCHORS TYPE 'B' 25 56 63 84 96 1 35 38-3/8" MULLION SPAN 45 55 65 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE 'C' 75 85 38-3/8" MU_UON SFAN 50-5/8" 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES NOTF- 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) DESIGN LOAD — PSF 130 120 110 100 90 80 70 60 50 40 30 2 ANCHORS TYPE 'BH' UWON S PAN 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 85 cuP ANCHORS GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT W1 CUP ANCHORS CLIP ANCHORS W2 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ---"GLAZ NG ------4\ PRODUCT , GLAZING PRODUCT ANCHOR ETNL #1 GLAZING PRODUCT 3 CUP ANCHORS MULUON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 +2 W2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 26Y 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 MCHORS 'C APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD CHARTS 2 ANCHORS AT MULLION ENDS \\\\ 1111111111ttltiii�� JPQ... ?� 'P•''V NSF PRODUCT REVISED as complying with the Florida ' Building Code - Aawptaece No lS-012929. og = 2Plii - c.t.GBy!�Tc� 2023 •' 4: Miami t•ede Product i \ Series Clipped, Extruded Aluminum Tube Mullion—LMI 0 0 6 6 8 5 5 8 0 drawing no. M95-13A sheet 3 of 5 130, 120 110 100 0) N a 90 0 p 80 z m 70 0 60 50 40 30 130 120 110 4 ANCHORS TYPE 'A' 63 30 74- 4" 50-5/9" 38-3/8" 84 MULL ON SPAN 96 10 1 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 100 • • • •4*•• • a. 9 d• (75 •i-ii • `i ••••O • • • 504 • • 40 • 30 \\. •38-3/8" • •• • • 50-3/8" • • • • 8 • • • • ••••• •• 63 •• •• • • •• ••• • • 74-1 • 96 • • • • 84 • • 10n" 1 • • • 1 L • S" • • • • 25 350 • • R5 55 65 TRIBUTARY WIDTH - INCHES 75 85 130 120 110 100 I N a< 90 0 ap 80 z 70 0 0. 60 50 40 30 130 120 110 100 90 0 o 80 0 w 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'B' 63" 08 50-5/ 12r" 13 " l UO "PAN 8" 38- 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 120 13 63 4-1/4 84 3/8" 75 85 50 -5/8" M . ION AN NOTF• 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 a 90 0 0 80 z 0 ul 70 0 4 ANCHORS TYPE 'BH' 60 50 40 30 38-3/8" 50-5/8 MULL SPAN 63 74 84 96 1 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT W1 CUP ANCHORS VERTICAL MULLION GLAZING PRODUCT CUP ANCHORS W2 HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE ANCHOR ` DE TAIL +1 GLAZING GLAZING CUP PRODUCT PRODUCT ANCHORS TYPICAL MULLION ARRANGEMENTS WIDTH (W) - w1 2 + W2 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 ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD CHARTS 4 ANCHORS AT MULLION ENDS PRODUCT REVISED as complying with the Florida Boilding Code Acceptance No I E Ration hate - - Me Product �1111111/i,, `- b"_��VCENSF 70592 2P18. OF „ oa,.• • �• S/ONAL��j nttii �ln Extruded Aluminum Tube Mullion—LMI FAX. (305) 593-6592 0 UPDATED TO 2017 FXC 0 c drawing no. M95-13A sheet 3.lof 5 • 4/4" 0 ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION 1BY OR 2BY WOOD BUCK MUWON 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG d • •MAX. • • • • • • •• • •• . • 2 SCREWS PER SIDE REQUIRED FGR 3" :UBE MULLIONS • • „File "ANGLE ATI�;CN!1nfS NOT ,IPPLICABliE FOR 1"X2" TUBE MULL • • • • • ••••i• •l•••• •• •• •• • • •UW.I! • • • • • 2X 2•t •/LW • • AL1J 4 •4 • • • • • • • • • • • • 0 ••q ••• ''PRECAST CONC.° ' • SILL' e e •••• 1• • •••• •••*•• •2 MIN 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4" DIA ULTRACON 1/ ANGLE 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MUWON MULLION 1/4" 0 ULTRACON 2/ ANGLE 1BY OR 2BY WOOD BUCK 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL pinion Dote PRODUCT REVISED as complying with the Florida Building Code Acceptance No -OinOS�� 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 3/ ANGLE NOTCH' HOOD BUCK TO ACCOMODATE CLIP...ANGLE TO MASONRY 1/4" o ULTRACON oMEISIM2/ ANGLE MULLION �iP MULLION 2 X 2 X 1/8" ALUM ANGLE 3-5/8" LONG ° CONCRETE OR NASONRY BLOCKS 3 SCREWS PER SIDE REQUIRED FOR 4" & 6" TUBE MULLIONS y Mi • • • • •g • • • • MUWON CUP MULUON MULLION • •• • • • • •• • •• '. • • • • • 4/4' 0 ULTRACON 1/ ANGLE 1BY OR 2BY W000 BUCK n • • • • • • • • • ••••f• •• •• �••�•• •• : 18ULL D •••• • • •••• • • • • • • • ••• • • • •••• • PRECAST CONC.! 4 •! SILL's' • • • ••• • • •••• __•_•_•a•• • •• • • • • • NOTCH CUPS TO MISS MARBLE SILL OR TRIM 1/4' DIA. ULTRACON 1/ ANGLE .1/4" 0 ULTRACON MUWON CUP , 2/ ANGLE MEI MUWON MULUON 211 1BY 0R 2BY WOOD BUCK SEE SHEET 1 FOR APPLICABLE MULUON CUP TO 1BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS MULLION PRODUCT REVISED as complying with the FImi00 Building Cods zg .o 129. O 8 Acceptance No EEpiration Duce nor ak202.3 NOTCH 400➢ BUCK TO ACCOMODATE CLIP,ANGLE TO MASONRY 1/4" 0 ULTRACON 2/ ANGLE a • 'CONCRETE OR NASONRY BLOCKS drawing no. M95-13A sheet 4.1of 5 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 K51) 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 KSI, 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 K51, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS Tt1R14 4BY BUCKS INTO BLOCKS •1-41/4"MAIN. EMBED INTO BLOCKS • • •• • •• • • 11E 'C'— g14 SMS$ OR SELF —DRILLING SCREWS (GRADE 2 CRS) •II TO•MiETi4L STRUCTURES • (') THRS\DS MIN. TO EXTEND BEYOND METAL THICKNESS • ALWMINUM: 1/8" tl-gli1IVJ.I.'(6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • • • :(ST€Et ti• ONTACT .ITR ileNEM TO BE PLATED 0R PAINTED) • •TYPICif__FRSE_T)L•1A►4`••• IA70•!ONCRETE AMIDE/LOCKS = 2-1/2" MIN. • .141TiadrbD STRUCLU �•1" MIN. INTO METAL STRUCTU� = 1/2" MIN. • • ,WOOD AT HEAD, Slit JAypM-A�,1�BS SG = 0.55 MIN. •C(»ICRETE AT HEA6i !JI•LL OR•JAMBS f'c = 3000 P51 MIN. • C-9• N•LLOW/FILMED B1106K 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 t . 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MUWON ACCESS HOLE METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH SMS 1 PER CUP AT 1X2 & 1X3 MUWON 2 PER CUP AT LARGER MULLIONS MUWON 1BY OR 2BY TUBES ANCHORS DETAIL #1 METAL TO METAL CONNECTION PRODUCT REVISED as complying with the Florida Building Code Acceptance Aw 10-0129. Ob E ,i. ti Date: \1iam' ade Product Caxtt. \71111111///// OFrNgF � •.. 70592 3 - OF 1u: • "Q 111 `11e \ E 2 0. 0 0 U C m 0 n 0 c N c 0 N p ten_ o, co0 M p NI . -o 3 Z 0 - n oo¢w U"—� 0 6 UPDATED TO 2017 FBC v drawing no. M95-13A sheet 5 of 5 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION Aan-CF 11T A- 1[TETANEL(NOA (___CGI WINDOWS and DOORS, INC. 1U1110 1v W-25 Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin: the . ' • i - . ' s Hurricane Zone. ESCRIPTION: Series "Sentinel 150" Aluminum Slidin Glass Door w/ wo Reinforcements — L.M.I. PRO AL DOCUMENT: Drawing No. W10-31 Rev 0, titled Series "150 en me s u " ass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure (DP) table: Sizes Vs glass types, Interlock reinforcing & sill riser and the max allowable panels for the entire unit, in sheet 13. See anchor clusters DP capacity in sheet 15. Lower capacity shall controls for the entire assembly. For Doors w/ corners, see limitation note 4, below. 3. Max shim not to exceed'h" at Head/jambs &'/2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90° & 135° exterior corners must be limited to Max Dp= +/-60 PSF. See sheet 22 for anchor layout. 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 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 portiptm4 Or VIA es. displayed, then it shall be done in its entirety. • • •• • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user•ls tlee.rnaneafacttireror its (distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-1011.18 and consists of this page 1 and evidence pages E-l� E-2 & U-3,•as well as approval document mentioned above. • • • • . • • • • • • • •• • • • . •• • • • •• . • • • • • • The submitted documentation was reviewed by Ishaq I. Chanda, P.E! • • • • ID.. • • • • • • • • • MIAMI-DADE COUNTY APPROVED 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.eov/economy NOA No. 17-1218.2� • • • • Ewpication Diatoe:'S�eptcrtlper l , 20 :k\tc\\k • • • • • • • • • •r{ppy0ova: Data: April 12, 2018 •.• ••• • • • •. •. Pagel ••• • • • ••• • • CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by A1—Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135° and 90° corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, P.E.(submitted under file #15- 0619.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6-panels Alum SGD w/ Pockets & OXXX, prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W & -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked —up drawings and installation diagram of a series 7400P0 Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by RarlivsD.gate1,P. �. • • •• along with marked —up drawings and installation diagram ;it a sere sii8 A u r. u �r Fixed Flange Frame Window with Vent to qualify DuPont `Butacite" Py.B ia{rlaitr,13 uiZs{ajiV•and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15 and revised on 03/09/1, steed &•seal d by R -n qh Patel, P. E. ••• • •• • • shad Chanda, P.E. • • • • • • Prodder Centrol Examiner NOA No. 17-1218.20 • • • • Expiratiop J att: Se,ptember 22, 2020 • ;.etppe'ovaa Date: April 12 , 2018 • • • • • • • • • • E - 1 • •• •• • • • •• •• ••• • • • ••• • • CGI WINDOWS AND DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12-0119.04/11-1031.05) along with marked —up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #13-1121.08 /#12-0821.16). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC- 2010 and with FBC 5th Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, 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. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/ PET core", expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (MA) "Saflex Clear and colored glass interlayer", expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), interest, dated 02/24/16, signed and sealed by Javad Ahmad, P. E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed Ramesh Patel, P. E. ••. .•. • . . . •• 3. Lab Compliance statement, part of above refereneid te,§ire.mrt E-2 .. ... • .. • . .• . .. • .•. • • • • • • • • • • • • • • • • • . • • •• • • • • • • • • • .•• • • • • • • . . • . .. •.• • and of no financial and sealed by haq I. Chanda, P.E. • • 'Product Control Examiner • • • NOA No. 17-1218.20 Expiration Date: September 22, 2020 • • • • Approval Date: April 12 , 2018 • • • .•• • • . . . . • . . .. •. • ... . • CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA # 15-0619.06, expiring on Sep. 22, 2020. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W10-31 Rev 0, titled Series "150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al—Farooq Corporation, dated 05/20/10 and last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017 (6th edition) and No Financial interest, prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER .. ... . . . . . .. • . . . . 1. This NOA revises NOA # 17-1011.18, expiring 09 /22✓20711: '.' . • • • • • • •• . . • • tshaq I. Chanda, P.E. •. • • •. .• . • •..Pr&ItectControlExaminer "' • NOA No. 17-1218.20 Expiration Date: September 22, 2020 ... . . . • .. Approval Date: April 12 , 2018 • . . . . . . . E-3 . . . •.. . . . • • . . • • • • . . • .. .• . . . .. •. ... . . . ..• . . THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS 4.R RCO*REQUIRED. • • • •• • •• • SERIES SENTINEL 150 AIfUMIN1$M SLIDING GLASS DOOR • • • • VAPORS ALLOWED FOR MAX. NRMQQ••'r1 28,3 OF BER OFPANELS AS LISTED ON • • • MESIGN ETING LOAD'COMBINATIONS ITY ATIONS •YL E!i AND SHOWNN DRAWING DETAILS. •• •• •• •• • • • 4,P•PLICABLIEGTtESIREQUIREterrigP,N FBC TO BE REVIEWED • • BY BUILDING OFFICIAL. •••• •••• • TI-jS PRODUCT•44 liEEN DESIGNEii iI i.TESTED TO COMPLY WITH THE BOUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE • INSL.UDING HIGH VELOCITY HURRIOWRE•300811(HVHZ). • • • • jEw OR 2B 1) II D BUCKS & eiATE YTOTRANSFER OTHERS, MUST BE APPLIIED PRODUCT LOADS • DESIGNED A I TALLED ADEQUATELY 0 t TO THE BUIIQING jTTi TURE. • • • • • • kliCHORS SHA B �"'ORROSION R1FSRTANT• SPACED AS SHOWN ON DETAILS 11D INSTALIF PER M NUF'S INSTRUCTIONS SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL OND 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 MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED 8Y BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. R DUC f REND as oo•ptyi+6 with the Refills king Cade Aaeptaam No "742( • 2.0 Eaptratiw Date2c) redact Cowell LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 2018 11I I1 �Iu SERIES SENNNEL 150 ALUM SLIDING CLASS DOOR (LM.I.) FAX. (305) 593-6592 `00 5 NO CHANGE THIS SHEET 0 drowing no. W10-31 sheet 1 of 28 • • ••• • •• • 1 13/16" MIN. •• • 2 • • • • • • • • ¢ • z ?TRACK • • • • • • •JJMB ANCHORS • • • • • • • • • • •• N 16"r- 3' TYP. (8) ANCHORS CLUSTER SHOWN _i 14" -MAX. 3 TI HEAI 282 13/16" MAX. DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. ANCHORS IN PAIRS 48 1/8" 2, 3 OR 4 PAIRS HEAD/SILL FALSE MUNTIN OPTIONAL NOM. PANEL WIDTH O ;I AT HEAD/SILL/JAMBS `\ (; �I Imo) ) E a ;1111, ( ;I AT STILE ENDS SEE SHEET 15 AT 3' O.C. SEE CHART ON SHEET 15 FOR CAPACITY II) I I (I I) I DOOR FRAME HEIGHT • • 118 13/16" Il b PANEL HEIGHT • 110 5/16" • D.L. OPG. CI) I I I I I -L__4' -r ---- F REINFORCING AT INTERLOCKS OPTIONAL SEE SHEET 13 li IH II II - II IC__ -Ir �I 1/8il /' ,/. /. FOR CAPACITY 42 1/8" POCI (SEE @ 1, & D BA_ �Ji,.L. == ==== li t !ail II 11 -,,,,_1=_,,,Z OPf,,jtt === /' it // I II 1 B / // a D SINGLE SEE SHEET FOR DESCRIPTION F 2 POINT LOCK 24 a w U / // a // // a D.L. OPG. /i // a • • ( 1 • • • • • 1 ( l i 1 1 (` 1 1; 1 --- SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS 1 (\ i 1 i (' I ` / 11 1 1 (I - ` 48 1/8" 11 I 1 1 48 1/8" AT STILE ENDS INTO CONC. / _ PANEL WIDTH •• •• • • • • • • •••• • • • • • 2 •• • • • • • • • • • • • • • • • • • •• • • • • • CLUSTER SHOWN AT 3 O.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" 3' TYP. CK ANCHORS 6" MAX. EAD/SILL CORNERS ET JAMB SHEET 6, 8, 11 TAIL M ON SHEET 23) POCKET JAMB ANCHORS (SEE SHEET 23 FOR TYP. INSTALLATION) •RODUC f REV1S61) 3 TRACK ac Cp4YI 8 With tit Florid SILL ANCHORS l 44" Q.d° Aompnnce No l%12/•ZF' Eipintion lire (I) WEEP CLUSTER 8 8" (2) WEEP CLUSTER 8" le" (2) WEEP CLUSTER 8" (2) WEEP CLUSTER TYPICAL ELEVATION TESTED UNIT 6' 6" (2) WEEP CLUSTER 8 8' (2) WEEP CWSTER 1).1 . OPFNING D.L.0 HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" (1) WEEP CLUSTER MAR 0 5 2018 ?mina Coolest COMP-ANL\W10-51CG1] o d (305) 593-6592 0 0 3 0 .0 0 0 drawing no. W10-31 sheet 2 of 28 • • • • •• • 2 TRACK •.MIS ANCHOR= •„n • S • • • • • • • • • • • • • • • • • ••••• • • • ee • •• ••• • 000 000 • •• • • • • • • • • • • • • • • • • 3" TYP. (8) ANCHORS CLUSTER SHOWN FALSE MUNTIN OPTIONAL SEE SHEETS 17, 19 & 21 FOR FIX. PANEL ATTACHMENT N � 0 • • w O • • O • 14" MAX. 190 9/16" MAX. ANCHORS IN PAIRS AT HEAD/SILL/JAMBS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX' 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY (1111'1 I I 1 11 _ T _tI REINFORCING LOCKS ///--- OPTIONAL / SEE SHEET 13 / FOR CAPACITY (AA1 �� 42 1/8" 11 Iit H r__-', II I 11 II _ II II --T----T--- ii I II I II ___ =1,_I ___ I I 11 __IT __7___ I II II I I II -Ir----ri- B1 J 2 POINT SINGLE LOCK SEE SHEET 24 FOR DESCRIPTION // /' /YYY~�� :it'd ]_ D1 1 42 1/8" D.L. OPG. / / D.L. OPG. // /- • • • • • •• •• • • • • • • • ••••kilk • M • •• • • • • • 1 1 ,_ 1 SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY 14" MAX. 3" TYP. 48 1/8" 48 1/8" PANEL WIDTH (6) ANCHORS CLUSTER SHOWN PANEL WIDTH 8" (I) ram CLAMP E 8" (2) IEEE aLrnR 2 TRACK HEAD ANCHORS 6" MAX. 88" 8" 8" 8" (2) VEEP almm (2) rem CiAMR (I) NIP auRR (TESTED UNIT) TYPICAL ELEVATION REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. HEAD/SILL CORNERS rr POCKET JAMB ANCHORS 2 TRACK SILL ANCHORS e ��,,,�,s-•-I q 70 ""''�`''tIDrL nWuct Conga !IRONICf REV7gRy as Ca•►IYI•g Mitt the Florida Ong Cad. Acerptuct EaptrEtiw Ent D.L. OPENING D.L.O HEIGHT = DOOR FRAME HEIGHT — 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH — 6" PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" MAR 0 5 2018 MIIU `o— n G 3 5 3 2 h 0 c i drawing no. W10-31 sheet 3 of 28 • • • • • ••• • • TYP. FALSE MUN11N OPTIONAL • • •"•1} 0 0 m J o z •. • i• + • • POCKET • • • • • • 14" MAX. 48 1/8" NOM. PANEL WIDTH Ii• 149 5/16" DOOR FRAME WIDTH ANCHORS IN PAIRS _ AT HEAD/SILL/JAMBS EXTERIOR 90 (8) ANCHORS CLUSTER SHOWN (SEE SHEET 22) EXTERIOR 146 9/16" DOOR FRAME WIDTH HEAD ANCHORS 14" MAX. 2, 3 OR 4 PAIRS HEAD/SILL AT STILE ENDS SEE SHEET 15 AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY (8) ANCHORS CLUSTER SHOWN 97 3/4" DOOR FRAME WIDTH HEAD ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS 6" MAX. SEE CHART ON SHEET 15 HEAD FOR CAPACITY SILL CORNERS . t, I `I I I i I I I- 11 • J I ;L4--4a) 1 I ' I "-II! I 1 I i 1 i ' iz I; __.'1 jr IH 120" MAX. REINFORCING AT INTERLOCKS OPTIONAL SEEOCHEAT 13 P M ;I ==ddr===1=== 1/811 DOOR FRAME HEIGHT CIr 10 ro PANEL HEIGHT 40' HANDLE CL 38" 1 I 2 POINT S FOR CAPACITY I II �� i SEE SHEET 2 FDESCRIPTION R 42 1/8 I 42 1/8" yyf2 y.L. OP41 _-_--4.__= _= II // 11 11 II - _,1'_� 1 = - =IIi -- ;I a I; ======;�I lr I II II I ,1_____,,_ • •• j� lo // N .- m o J %/ ; a D.L. OPG. /, to ,� a w ozi, as II 2 POINT DOUBLE LOCKS ' SEE SHEET 24 FOR DESCRIPTION I D.L. OPG. j j �. w o� aaU (•I I r I ( I I . . (, ...• 1 ' — — IA ANCHORS • • • • • • • • • •• • •••• • M♦ • • • •••• • • •••• • • • •• •• • • •••• • • • MAX. • •• • • • • • 3" TYP. SILL TYPE B2 ANCHORS 2 OR 4 PAIRS AT CORNER STILE ENDS. SEE CHART ON SHEET 15 FOR CAPACITY (4) ANCHORS CLUSTER SHOWN (SEE SHEET 22) SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS AT 3" 0.C. SEE CHART ON SHEET 15 FOR CAPACITY 48 1/8" 48 1/8" PANEL WIDTH PANEL WIDTH I EXTERIOR (6) ANCHORS CLUSTER SHOWN (TESTED UNIT) TYPICAL ELEVATION 48 1/8" 48 1/8" EXTERIOR PANEL WIDTH PANEL WIDTH MtODOCt REV1673O cogo* D yIag with the -Florio* Code Aoteptitoce No 11'1211( 20 Ely/ratios Wtc z7y y^ Z ia * * estc.>W awt 1.4.. Co••aI MAR 0 5 7nra 3 TRACK HEAD ANCHORS 1 13/16" 3 TRACK JAMB ANCHORS 3 TRACK SILL ANCHORS IN. COMP—ANL\W10-3`7CGI c -J cC F 0 N 0w N 0 O SN o N — N o • ro v 3 C z 30.n _ o 0 < J CJ -- FAX. (305) 593-6592 o- a U O NO CHANCE THIS SHEET NO CHANCE THIS SHEET n c dole: 05-20-10 drawing no. W10-31 sheet 4 of 28 0 DOOR FRAME W. 8, a— XXX (SHOWN) OXX xx0 XXX (REVERSE) DOOR FRAME WIDTH 0 it XXXXXX (SHOWN) OXXXXO DOOR FRAME WIDTH 2 o L • • •••ft • • o • 0 •••• • • • • • • • •e ••I•• • 4 •••f•• • H J O $ •a.•• o- • o- • • • • XXXXXXeipiN) • •• •• •• •• • • • • • • • DOOR FRAME WIDTH •••• •••• • • • • L � .••8 • NMI XXXXXO (SHOWN) OXXXXO NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 XXXXXO (SHOWN) OXXXXO NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 lTi EXTERIOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR PANEL WIDTH EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 FRAME WIDTH 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH pe'Mow I NOM. PANEL WIDTH NON -REIN F. INTERLOCKS SEE CHART ON SHEET 13 PANEL WIDTH hi . .._,,„. ___ ..,_ 0=== . ........... „...„. APPROVED CONFIGURATIONS NON-POCKFTF2_) L1- S (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS EXTERIOR 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NON -REIN F. INTERLOCKS SEE CHART ON SHEET 13 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 0 5 201E RRODUCf REVISED as'W7Pes rill the Rada twitting Cnd. Acceptance NO ) 7-f2/,P.21:1 Enpinuys ante 11?,iy,t e. (.(1«..�. ma m' Pant Noises Guinea NC CHANCE THIS SHEET G 5 5 0 a 0 gs drawing no. W10-31 sheet 5 of 28 DOOR FRAME HT. • • DOOR FRAME W. PXXX(SHOwN) XXXP DOOR FRAME WIDTH L U i da ° d • • •••• •••• • • • •••• • •••• IHH! PXXXXXXP (SHOWN) DOOR FRAME WIDTH ••• PXXXXXXP (SHOWN) DOOR FRAME WIDTH ••• 11111 1 i 0 •• •• • • • > (kk ,�JOwN) XX •••• •••• • • DOOR FAME WIDTH •••• •••• • •O • • •. • - • • lo • • • •tli••• OJ •+•--• .. • s • • • `^y Y— •j • ® ♦ 6 0- PXXXXXO(SHOwN) OXXXXXP Y 0. Y a L 0 L r 0 L r 0 L DOOR FRAME WIDTH PANEL WIDTH NON—REINF. INTERLOCKS /r SEE CHART ON SHEET 13 N 11111=111 Mow M IMEME _ MMI- 1, DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF L WIDTH O EXTERIOR NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 MEN ImMIN 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J DOOR FRAME WIDTH Malt O O O O J O EXTERIOR _POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA APPROVED CONFICI eA'[LF5NS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. O O EXTERIOR NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON —RE NF. INTERLOCKS SEE CHART ON SHEET 13 O PANEL WIDTH 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J PANEL WIDTH NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, PRODUCC REVISED O •'ticP 7g B with Du I k.' Acceptance No I ^ L/g �E afi�riiK�y Date 1t2 ..�^ r Sw- �, Product CwNW MAR 051018 `01111I lirrr, ro�u COMP—ANL\W10-31CGO O 23 23 cc (305) 593-6592 0 0 n NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET 13 0 0 date: 05-20-10 drawing no. W10-31 sheet 6 of 28 • • o: 0 •. • • • • I • • • • • • • • • • ••• • • • w ••t DOOR FRAME W. 0 0 0 0 XO SHOWN) OX DOOR FRAME XX DOOR FRAME WIDTH 111 I • ••••• • • • • • • • OXO (SHOWN) • • • • • • 01110 (REVER9C) • • • •DtdR•F 4E WIDTH • ••••• •••• ••if• II•• P •• OXXO XXXX(SIMILAR) •• •• •• • MAX. FRAME WIDTH #8 X 3/4" SMS AT 24" 0.C. REINF. INTERLOCKS SEE CHART ON SHEET 13 OH EXTERIOR MAX. FRAME WIDTH REINF. NTERLOCKS SEE CHART ON SHEET 13 MAX. FRAME WIDTH OM miliii II [ 11,i`mis 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF Jl O EXTERIO MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS REINF. NTERLOCKS SEE CHART ON SHEET 13 EXTERIOR J1 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 0 5 2018 • RODUC f REVISED u cumplyi•e with the FloAM &oldies Code Accepter. No 17 2/9. 20 PF+Ni•• 2i 3 8Fdilhradott . TATE �F (t ��ORIOP,.� G\�� OvAL '�/1111111% 0 M4 0 a 0 0 0 o ti c tll O 0 w ce N o = N con N n •• c 3 n cz� 30 o - FAX. (305) 593-6592 0 0 0 O 5 8 NO CHANGE THIS SHEET 1.4 drawing no. W10-31 sheet 7 of 28) • •••*- •••1_• .o • ¢ ••• • • • • • • 0 0 0 0 DOOR FRAME WIDTH PX (SHOWN) XP PXXP • MOOR FRAME WIDTH POCKET CAVITY NOT BY CGI _ NOT PART OF THIS NOA 0 a L 0 r• • • • O • • • • a'• —• • • • • • • • • J o- 6 . • • • H • g • I .0•I4,*•• 1 • • • ••••PXXXXP • • • • • • • • • • • • • • • • • DOOR FRAME WIDTH • •• OH • PXXXX (SHOwN) PXXXO XXXXP OXXXP DOOR FRAME WIDTH O EXTERIOR 0 r 0 a L r 0 0 DOOR FRAME HT. PXX (SHOWN) XXP DOOR FRAME WIDTH EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 a J EXTERIOR O DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS r 0 L DOOR FRAME WIDTH NON—REI NF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR O THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 - ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. J 1 0 0 J PROW f REWIND omtplyiwBeedin c8 od.E with tie Fieniam Acceptance No Expira,t{nn Date17.E i5. 20 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. MAR 052018 \ ‘. OpD.Alii ;/��yp 14Q. 70 .• ' (STATE OP SS�ORIAL rG0� COMP-ANL\W10-1CGO FAX. (305) 593-6592 G 0 U G REV. PER RER COMMENTS 0 O 0 drawing no. W10-31 sheet 8 of 28 • PXXXX (SHOwN) PXXXO XXXXP OXXXP DOOR FRAME WIDTH O EXTERIOR 0 r 0 a L r 0 0 DOOR FRAME HT. PXX (SHOWN) XXP DOOR FRAME WIDTH EXTERIOR 0 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 a J EXTERIOR O DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS r 0 L DOOR FRAME WIDTH NON—REI NF. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR O THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 - ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. J 1 0 0 J PROW f REWIND omtplyiwBeedin c8 od.E with tie Fieniam Acceptance No Expira,t{nn Date17.E i5. 20 POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. MAR 052018 \ ‘. OpD.Alii ;/��yp 14Q. 70 .• ' (STATE OP SS�ORIAL rG0� COMP-ANL\W10-1CGO FAX. (305) 593-6592 G 0 U G REV. PER RER COMMENTS 0 O 0 drawing no. W10-31 sheet 8 of 28 • • • • • • • • • • ••• • • • • • 2 0 0 DOOR FRAME WIDTH 0 011 P - o- 0— XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) DOOR FRAME WIDTH • •• • •• .1.. —� C, Ills . • 0 &• & a• 1. 4 • b 4 d- • •• • • • AO • • XXXXXXXX (SHOWN) (6)4 <SXXO • • • • • • . • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS FRAME WIDTH OH EXTERIOR 0 EXTERIOR NON—REINF. INTERLOCKS SEE CHART ON SH ET 13 FRAME WIDTH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NON—R EI NF. INTERLOCKS SEE CHART ON EET 13 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. MAR 0 5 7niR •RODUC C REVFSED as complying with the F7af & holding Code Acceptance No )7--IZ/2( •Ztl Expire!** Date 1 jl •>.ly(•j 6 l f Mt, r' Hair PnruaGlmrld toy"u 8 cn f FAX. (305) 593-6592 NO CHANCE THIS SHEET NO CHANCE THIS SHEET 0 drawing no. W10-31 sheet 9 of 28 • DOOR FRAME WIDTH O O 0 0 0 0 Y .0 Q b o- & 4- b b •R o- © ©-- • . • • • ••. 1 .. ••. • o •••G • • XXXXXXXX (SHOWN) OXXXXXXO • • • • • • • •• • •• • • • • • • • • • • • : DOOR FRAME WIDTT1 • • • o • •b y °:.• (.. °. • .0 4 • 1 •4 8. . ••4• p • • • • • • • • •)•XXXXXXO (SHO\.J4 • • • • •O)fXXXXXO • ••• • •• • • • • • • • • • • • •••• APPROVED CONFIGURATIONS NON —POCKETED DOOR$ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS NOM. PANEL WIDTH FRAME WIDTH NON -REI N F. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J EXTERIOR OH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. R DDUC f REVISED at wtapfyi g with the Fled& Lading Cede AeceptaaceNo 17-1Z1f1•20 E.tdtstiw mte t,o wow s94,4,167o441 Ces1102_ `\�1\111IIIll//// MAR 0 5 2018 �Jp°,AH . �. '�JEEIiNSF��'' �•' No. 74592 G= _ I�/4 s ATE OF m41*u SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR 0. FAX. (305) 593-6592 0 0 NO CHANGE THIS SHEET N0 CHANGE THIS SHEET a 0 0 0 drowing no. W10-31 (sheet 10 of 28 L • • DOOR FRAME WIDTH 0 o- % y PXXXX (SHOWN) XXXXP DOOR FRAME WIDTH a • • • • • IFS • • �•• . 1G • • • • • •••• • • • • •••• • • • • • • • 0- • • O • • • sFIKII017104EXXP (SHOWN • • • •• t.•• •• • • • • • ••• • •• • • • • .. e•.• .... • • • • L 0 DOOR FRAME WIDTH NOM PANEL WIDTH NON—REINF. INTERLOCKS SEE CHART ON S EET 13 APPROVE!? CONFIGURATIONS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. O OH EXTERIOR 0 0a r FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF NOM. PANEL WIDTH NON—REI N F. INTERLOCKS SEE CHART ON SHEET 13 EXTERIOR OH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. g •i tJC f REVI68D ao ceePIYl4 wilh Iht Rl.. d6 b•Idinit Code zo Accept.. No E>piIredee Dote nu .rami. maw.ca r.l� MAR 0 5 2018 0a FLU 0 3 a d 8 3 d 5 FAX. (305) 593-6592 0 G 2 NO CHANGE THIS SHEET NO CHANGE THIS SHEET a drawing no. W10-31 (sheet 11 of 28 x LL 0 0 DOOR FRAME WIDTH O O H O 4 o O b 4 a- 4 I 4$ 4 o- o-" L -- 0 PXXXXXXXX SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA • • • • • • • • • •• • •• • • II • • • . • • • • • • • • • • • • • • • • • • • • • • • DOOR FRAME WID •• L • •• +t 1-7 QQ U • g • o •••ft 4L o- •..• • • • • • . • • PV& (yX XO(SH0wN) • • t• •• •• •• . • •; _ • J •• • • ),t9 •••••b • • •• • J ,, • •. • { ( ) O O /,__ • • • • • • • • •• APPROVED CONFIC;IIRATIONS POCKETED DOORS (NON —REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. .1 0 NOM. PANEL WIDTH FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF EXTERIOR O 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J FRAME WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 0 EXTERIOR OH 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. •RODUC f REVIEW? as uumplyi.g wit. tie floc il. hulling Code Acceptance No ) 7-42IS' 20 Expired.. Dote ) 7-2(7 0 .9ter' ih. Plai.ct Ci•r•1 MAR 0 5 at EA°i 'ts£12 rll 1^e STATE OF \11111111� drawing no. W10-31 sheet 12 of 25 DESIGN LOAD CAPACITY - PSF (GLASS) NOM. PANEL WIDTH INCHES DOOR FAME NEIGHT INCHES NUMBER OF PANELS ALLOWED GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'H1' INTERLOCKS W/0 REINF. INTERLOCKS WITH REINF. EXT.(+) INT.(-) EXT.(+) INT.(-) 24-I/8 30-1/8 36-1/1 48-1/8 54-1/8 82 10 60.0 60.0 80.0 80.0 10 10 10 60.0 80.0 80.0 80.0 80.0 80.0 80.0 10 60.0 60.0 80.0 80.0 9 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 84 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 60.0 80.0 10 60.0 60.0 80.0 60.0 53.3 53.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 96 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 10 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 24-1/8 • 30-•'8 •••Sdb.}/8 • 42-i`/8 • • 54-1/8 • • • • •• ••• • • • • • • • • • • • ••• 24-1/8 ••• +2-1/8 •sy8 53-W8 •T*YB 30-6/8 42 5 8 1 /8 48-1/8 414148 30-1/8 36-1/8 42-1/8 48-1/8 ••g•110• • •OP 102 10 • ••••i• • 10• 9 • 10 •• •OD • • 10• 10• ••••0 • 9• • • 10 • 10 111 • 10 • • 10 • •!• •••40 • 100 120 ••••0 10 GLASS TYPES INTERLOCKS WITH REINF. EXT.(+) INT.(-) - • • - • • • - • • -• • •- •- •••• • •- • J • • • • 60.0 60.0 • 60.0 • 60.0 • 60.0 • 54.4 • 60.0 • 60.0 60.0 60.0 60.0 60.0 60.0 60.0 54.4 60.0 60.0 60.0 • 60.0 60.0 - • - • • _ • • • •-• • • • • • ••-•• • • • • • a• 0- 60.0 • 54.4 60.0 • 60.0 • 60.0 60.0 60.0 • 60.0 • 60.0 60.0 60.0 60.0 60.0 54.4 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 INTERLOCKS W/0 REINF. INTERLOCKS WITH REINF. GLASS CAPACITY CHARTS NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH APPLICABLE FBC EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS ABOVE +60.0 PSF ONLY. •RODUC E REVISED °' P1Yl g wit4 the rim*, tr+Mi.g Cad. Aenpraace Na 1 -' 15.. LEPUNiti Date4I i e 46.tll' Owl% r•lOCt Coa•N 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 COMP-ANL\W10-31CGI FAX. (305) 593-6592 0 a V 2 NO CHANCE THIS SHEET c 8 drawing no. W10-31 sheet 13 of 28 3/16" 075" Interlay Soflex CP With By 'Eastman Chemi OR .090" Interlayer Saflex Clear And Color GI By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuroray America, Inc.' OR .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 SETTING BLOCKS AT 1/4 POINTS ON WIDER THAN 36" EPDM DUROMETER 8535 c GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1 6" HEAT STREN'D GLASS • • • t75" Interlayer • • • • • Sa - • ore • • • • • • • By 'Eastman CRelhical Co.' • OR • • • • • • •• • • • • • ••• • • • • • • Core I Co.' • • • • .090" Interlayer • • Saflex Car And Color Gloss • By 'Eastnan•Chem:al Co.' • OR •••••• • • • • • .090" Interlayer • • • SentryGlos• • • • • • • • • • • By 'Kur ray Aoersa, Inc.' • • • OR •••••• • • • • • • • .090" Interlayer • Trosifol PCB• • • • By 'Kui•ray Amer*, Inc.' • • 3/16"•H Af STREN'D GLASS • • •• 9. • S CAE• DkA0 Z$.lIgG 899 DO% WRNING 995 •• d.-- 9!1 �111Wpa�• • • SETTING BLOCKS EXTERIOR GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS ES AT 1/4 POINTS ON LLTES WIDER THAN 36" EPDM DUROMETER 8535 3/8" AIR SPACE 3/16" TEMP. GLASS EXTERIOR 3/8" AIR SPACE 3/16" TEMP. GLASS GLAZING OPTIONS EXTERIOR 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 SentryGlos OBy R Kuraroy Americo, Inc.' .090" Interlayer Trosifol PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 Ira* XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 8535 GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Inter -layer Saflex CP With PET Core By 'Eastmon Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlos By 'Kuroray America, Inc.' OR .090" Interloyer Trosifol PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE SCS 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' SETTING BLOCKS AT 1/4 POINTS ALL SIZES EPDM DUROMETER 85±5 GLASS TYPE 'B1' 1" OVERALL INSUL. LAM. GLASS RODUC f REVISED to aa.plrf•a •'Nr du MAID bolding Coda Acceptance No �%-/1fr"2., E5Pirati•e Date 44 !-!z Ls u rt,duct Co•Mgl roy..0 0 3 o_ FAX. (305) 593-6592 a 0 NO CHANGE THIS SHEET 0 drowing no. W10-31 sheet 14 of 28 • •• • •• • • • • • •• •e • • • • • • • • • •• • • • 3 KSI CONCRETE EDGE HST. TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE &.INTERLOCK ENDS .SEE CHART ��) • ... FOR. QUAIJTJTIES." -.."YHIY1 1111 P 1111 aMMEMMEMMEMMEMMEMMLIM Ikk ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2BY WOOD BUCKS SEE NOTE SHEET 1 O atea= cs,y�N DESIGN LOAD CAPACITY - PSF (ANCHORS) HEAD ANCHORS SILL ANCHORS (TYPE A, B & C) (TYPE B2) CLUSTER AT CLUSTER AT STILE/ NTERLOCK ENDS S1RE/INIERLOCK EN05 4 8 8 4 6 8 PANEL WIDTH FRAME HEIGHT ENT.(*) ENT.(+) EXT.(+) ENT.(+) EJR.(+) E0T.(+) INCHES INCHES INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 80.0 - - 76.2 80.0 - 42-1/8 82 72.4 60.0 - 68.7 80.0 - 48-1/8 66.8 80.0 - 53.4 80.0 - 54-1/8 62.8 71.1 - 59.5 71.1 71.1 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 60.0 - - 36-1/8 75.5 80.0 - 71.6 80.0 - 42-1/8 54 67.8 80.0 - 64.3 80.0 - 48-1/8 62.3 80.0 - 59.1 80.0 80.0 54-1/8 • Ge• 71.1 71.1 55.3 71.1 71.1 24-48 • • 80.0• - - 80.0 - - I.p•1f8 • 'A 80.0 ♦ J;6 80.0 - 36-.8 69.2 80.0 •- • 65.6• 80.00 - 42-1/8 9• • • •t9•• 80.0 -• 58.7• 80.0 80.0 %A 1•/e • 56.7• 80.0 210.0 53.7 80.0 80.0 24-1/8 80.0 - •- • 80.g - - 30-1/8 • 73.5 80.0 •1 • •614 80.0 - b•-•/8 A • •641.9 80.0 - 60.8 80.0 - 42-1/8 • • 57.1 80.0 5T S ell.* 80.0 80.0 � 4t•1/e • 56.9 77.9 J%0• : 9.•3 73.9 80.0 0244/8 60.0 - - 60.0 - - 30-1 /8 • • • • 46.0 - • • • 1P.0 - - 364/8 • •1 I.! 80.0 480.0 56• 60.0 60.0 e411-9I/8 10/8 52.7 60.0 6, di • se.0 60.0 60.0 48.1/8 • 47.9 60.0 •6‘.(i 60.0 60.0 I �4=1 /8 44.3 54.4 54.4 • ••45.5 i2% 54.4 54.4 24-1/8 • • •• 60.0 - •f••• - - 40.0 - - 60.0 - - 30-1/8 • • 36-1/8 55.3 60.0 660.0 1462.5 60.0 60.0 EA 1/8 g 1O• • • .9.1 60.0 • WA 4•a•6 60.0 60.0 48-1/8 9 4•5 60.0 80.0 4Z.2 60.0 60.0 53-1/8 • • • 41.8 54.4 54.4 39.4 54.4 54.4 24-1/8 60.0 - - 60.0 - - 30-1/8 60.0 - - 57.2 60.0 60.0 36-1/8 114 51.9 60.0 60.0 49.2 60.0 60.0 42-1/8 45.9 60.0 60.0 43.6 60.0 60.0 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 24-1/8 50.0 - - 60.0 - - 30-1/8 56.9 60.0 60.0 54.0 60.0 60.0 36-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 42-1/8 43.1 60.0 60.0 40.9 80.0 60.0 48-1/8 38.9 58.4 50.0 35.9 55.4 60.0 INTERPOLATION BETWEEN WIDTHS AND HEIGHTS ACCEPTABLE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE 3 KSI & INTERLOCK ENDS SEE CHART CONCRETE FOR QUANTITIES �� EDG DIST. . 3 5/J3 1111111111111111111 " . . V11 I�� rrV1l II ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE 1BY WOOD BUCKS SEE NOTE SHEET 1 3� m N TYPICAL ANCHORS: SEE ELEV. FOR SPACING -AT HEAD TYPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 18Y BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 K51) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1 /4" DIA. SFI F ORII I INC SCREWS (GRADE 5 CRS) TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE" dIST ANCHOR TYPE B 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I I TYPE 'B' 11 TYPE 'C' INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR 11 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J -AT SILL. TYPE '82'- 1 /4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 K51) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. LIMB EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES OMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. w mmiriNsosimmi Lim mom how .111111111111111111111. 3 .5/8" P0�•ED & HARDENED NO-METALUC/NON-SHRINKAGE HIGH STRENGTH GROUT Pc = 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES � EDGE 35 8"Trir gaini n -nn kr, Jut METAL STRUCTURES SEE SPEC BELOW ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL. -AT JAMBS- I ttPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY - 1 /4" DIA ULTRACON BY 'ELCO' (Fo-177 K56 Fy-155 KS1) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. SFI F DRII I INC SCREWS (GRADE 5 arts) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR FDQF DISTANC',FS INTO CONCRETE OR MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Em = 2000 PSI MIN. ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE SILL RISERS SEE SHEETS 14, 15, 17 & 18 AND SHEET 13 FOR CAPACITY (7 O] 2 O N TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES PRODUC r REVIS » ee celmplyleg with tat Florida balding c.a. Auceptaace No , Blptr9Ew Otte FOR OPTIONAL SILL DETAILS 6'.. h1S4Mr_ihaY P ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE VGENSF•••V 0592 t2018 trATE OF . �� 7y yy �P1AL 111��`` 4`u COMP-ANL\W10-31CGI 3 0 0 5 drawing no. W10-31 sheet 15 of 28 • • • • • • • • •- • • • • •• • • • • •••• • •- • • • • • 3 KSI CONCRETE EDGE IsT TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE .&. INTERLOCK ENDS SEE CHART •POR Ql1AfTJDES- A ill i1 1! =Q- 11,N 1�N 2BY WOOD BUCKS SEE NOTE SHEET 1 ANCHOR TYPE A INTO 2BY WOOD BUCKS OR WOOD STRUCTURES DESIGN LOAD CAPACITY - PSF (ANCHORS) HEAD ANCHORS SILL ANCHORS (TYPE A, B h C) (TYPE 132 CLUSTER AT CLUSTER AT SOLE/NTERLOCK ENDS SIE/161FRLOCK RIDS 4 8 8 4 8 8 PANEL WIDTH FRAMEDOR HEIGHT EXT.(*) EM.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) INCHES INCHES INT.(-) INT.(-) TNT.(-) TNT.(-) TNT.(-) INT.(-) 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 82 80.0 - - 76.2 80.0 - 42-1/8 72.4 80.0 - 68.7 80.0 - 48-1/8 66.8 80.0 - 63.4 80.0 - 54-1/8 62.8 80.0 - 59.5 80.0 80.0 24-1/8 80.0 - - 80.0 - - 30-1/8 80.0 - - 80.0 - - 36-1/8 B4 75.5 80.0 - 71.6 80.0 - 42-1/8 67.8 80.0 - 64.3 80.0 - 48-1/8 62.3 80.0 - 59.1 80.0 80.0 54-1/8 58.4 80.0 80.0 55.3 80.0 80.0 24-1/8 80.0 - - 80.0 - - 30-1/8 • ' 1,9.7 80.0 - 75.8 80.0 - 36-1/8 • • 69i 80.0 - 65.6 80.0 - • 4201/8 90• • 411.9 80.0 • - • 58.7 80.0 80.0 '8:1/8 56.7 80.0 080.. 5•3J 80.0 80.0 54-1/8 • 4... •• 8 79.2 8•.0 5C01 75.1 80.0 •4.1/8 • •52 BD•0 - - 80.0 - - 30-1/8 73.8 80.0 • - 6� 80.0 - 36-1/8 • 63.9 80.0 • �•• • 6 •`6 80.0 - • in.-1/8 96 57.0 80.0 80.0 54.0 80.0 80.0 48-1/8 . • • • • 51.9 77.9 O• OW 73.9 80.0 1 E0-1/8 • •4.2 72.3 • 80.0 • 45.7 68.6 80.0 1 24-1/8 60.0 - •'} • 1%0P0 - - •SS 1/8 36-1/8 • • • 4.• 1010 •60.o - •7 - 5.3 BOLO I ..•_•60.0 60.0 542 60.0 80.0 •43-1/8 ••52.7 80.0 •0•DO 050.0 60.0 60.0 40-1/8 • 47.9 60.0 60.0 45.5 60.0 60.0 54-1/8 44.3 60.0 1 W1V• •49.0 60.0 60.0 •111-1/e • • 60.0 - •,.._•60.0 • - - 30-1/8 • • 60.0 - - 60.0• - - 36-1/8 • • 1A.3 60.0. so.4 .52.5 60.0 60.0 • W-1/8 1� � • • 49.1 60.0• 6.0 46.6 60.0 60.0 48-1/8 • 14.5 60.0 •60.0 .2.2 60.0 60.0 53-1/8 • • • • 41.6 60.0 60.0 39.4 59.1 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 60.0 - - 57.2 60.0 60.0 36-1/8 114 51.9 60.0 60.0 49.2 80.0 60.0 42-1/8 45.9 60.0 60.0 43.6 60.0 60.0 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 24-1/8 60.0 - - 60.0 - - 30-1/8 56.9 60.0 60.0 54.0 80.0 60.0 36-1/8 120 48.8 60.0 60.0 46.3 60.0 80.0 0 42-1/8 43.1 60.0 60.0 40.9 60.0 80.0 48-1/8 38.9 58.4 80.0 36.9 55.4 60.0 TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE 3 KSI & NTERLOCK ENDS SEE CHART CONCRETE FOR QUANTITIES imisawfmal EDG DIST. . 3 Mg" , .. 11110111191.21150111 v vfl ANCHOR TYPE A THRU 1BY WOOD BUCKS INTO 3 KSI CONCRETE 18Y WOOD BUCKS SEE NOTE SHEET 1 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING -AT HEAD - I TYPE 'A'- 1/4" X 3-1/4" UITRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE THRU 2BY BUCKS INTO CONCRETE 1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- 1/4" X 3-1/4" UITRACON BY 'ELCO' (Fu=177 KSI, Fy.155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED TYPE 'C'- 1/4" DIA, SELF DRILLING SCREW$ (GRADE 5 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.) TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE" ISIST. e3 5/8" .'. ):eukkm 3 KSI CONCRETE 7_ ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -AT SILL - 1 TYPE '132'- 1/4" DIA. ULTRACON BY 'El CO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE NOTE: ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION WITH GLASS CHARTS ON SHEET 13 LOWER APPLICABLE VALUES CONTROL. 3 TRACK SYSTEM SHOWN ALSO APPLICABLE TO 2 AND 4 TRACK FRAMES. PLEASE SEE FOLLOWING SHEETS FOR DETAILS. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. ANCHOR TYPE B TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES EDGE 3 5/8" �IIII_j 1 ss o>•n u�_ 1!!I 111I]] 1 METAL STRUCTURES SEE SPEC BELOW ANCHOR TYPE C INTO METAL STRUCTURES OR APPROVED MULLIONS 0 INSTALLATION CONDITIONS SHOWN APPLY TO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH STD. FRAME HEAD AND SILL. AT JAMBS- - - 1 /4" DIAL UI TRACON 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 CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE B - 1 /4" DIAL ULTRACON BY 'ELCO' (Fu=177 K51, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 /4" DIA SELF DRI IN1 DIA SELF D�_�_SCR� (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) jANC OR FIN1F DLSTANCFS INTO CONCRETE OR MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD 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. •RI)DUC T REVISED OPTIONAL SILL DETAILS IM complying with 1110 but ing Code Acu•ftenee No Ll r..pi etiwe Date 41. 0141 DIRECTLY INTO 3 KS) CONCRETE PO ED & HARDENED NO-METAW /NON -SHRINKAGE HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY C.G.I. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPE .C*- SILL RISERS ``SEE SHEETS 14, 15, 17 & 18 FOR / AND SHEET 13 FOR CAPACITY 51 IZ mN O TYPICAL ANCHORS IN CLUSTERS AT MTG. STILE & INTERLOCK ENDS SEE CHART FOR QUANTITIES ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE MAR 052018 ti."- M1 eI' Wh Po•ActCi•Y•I 2 (5II-u 6 drawing no. W10-31 (sheet 15 of 28 • -• ••••• • o• •••••• • • • •••••• ••••• • • 00000 • • • • • • • • • • • •• • • • • • • EDGE DIST. EDGE DIST. SEE SHEET 15 FOR ANCHORS 3 5/8" EDGE DIST. SEE SHEET 15 FOR ANCHORS EDGE DIST. POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC f'c = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE In \ EDGE DIST.• 3 5 3 KSI CONC. EDGE DIST. EDGE DIST. 3 5/8" 3 KSI CONC. THREE (3) TRACK DOOR DETAILS WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL IMODUC f REVIIIND as o.pbtag with the FIM& balding Cede Acceptance No 17-(2(k. 2,, E'p r Ma are .. SILL RISER REQD. FOR LOADS L. t, ABOVE +60 PSF Ain s' Dads - P SILL RISER REQD. FOR LOADS I ABOVE +60 PSF \`111WI/ 10 �'• ,VGEti3�c� MAR 0 5 2018 "f' '• ' v ✓STATPOF COMP-ANL\W10-31CGI FAX. (305) 593-6592 0 G 8 G 8 0 • O O g f, drawing no. W10-31 sheet 16 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •••••• • • •••••• • •• • • • •PPRICAL ANCH SEE •••••FOR SPA • • • • •••••• • • •••e •• • • • •••••• 1/2" MAX. EXTERIOR LOCK STILE 1X6 OR LARGER WOOD BUCKS • •• • • • 1/2• MM.• LOAD BEARING• - • %IWb •• 0 O • • PANEL WIDTH 1p+IN■ m. • • ."tom'10 • • _ � • �iS,C■1C' el � • •• If =Cr DOOR FRAME WIDTH 2%6 OR LARGER WOOD BUCK OR WOOD STRUCTURE EXTERIOR INTERLOCK (REINFORCED) 1/2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH REINF. AS READ. SEE CHART ON SHEET 13 FOR CAPACITY DOOR FRAME WIDTH 0 Z z 6 163 TYPICAL ANCHORS SEE ELEV. FOR SPACING INTFRI OCK (REINFORCED) DOOR FRAME WIDTH #10 X 1-1/4" SS PH SMS 1 PER CUP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN #8 X 3/4" SS FH SMS 1 PER CUP THREE (3) TRACK DOOR DETAILS • RODUC f REVIND ✓ msptyhg ail► Nl iWf1• k d,ng Cede Actcpla.te No ) Expired. I ite • 1>k Att METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 m 5 0 CHANCE THIS SHEET 5 rc .n v FIXED PANEL ASTRAGAL 1/4" MAX. LOAD BEARING SHIM EXT MAR052018 • •� ••••••o • •S •••••• •• •••••• ••o•• • • ••••• • • •••••• • • ••••I •• • OOOOOO 0 m2 0 0 '6 SEE SHEET 15 FOR ANCHORS u O 0 •4 P •1S • ••I ••• •• •• • • • • •• • •• • • • • • •• • • • •• • • • • •® • • • • • EDGE DIST. • • • • • 1 3/4* m 0 Q2 S 0 POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON -MET 1't = 5000 P51 MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE UI 3 KSI CONC. SEE SHEET 15 FOR ANCHORS N7 SEE SHEET 15 FOR ANCHORS EDGE DIST 1 3/4" 3 KSI CONC. EXTERIOR SILL REOD ABOV 3 KSI CONC. ISER FOR LOADS +60 PSF WEEP SIZE 1/4" X 1/8" REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS OPTIONAL SLANT SILL ADAPTORS DECORATIVE SILL COVER OPTIONAL SILL RISER OPTIONAL FOR LOADS OVE +60 PSF -SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS MAR 052018 ►RODUC t' RErffiQp otwIt &Awn Cad. AaetonceJoI (Z( • 2C Expire/Ira 1.19 re0oer C000800 \\\ \ \ 1111111111, SP•''uGEf SF'•.•. 7 �rrsaotd;�e. �11111111 m IIu 0. FAX. (305) 593-6592 v 3 3 3 NO CHANGE THIS SHEET NO CHANGE TH15 SHEET .0 0 C drowing no. W10-31 (sheet 18 of 28 000 ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /2" MAX. LOAD BEARING SHI E = U i #10 X 1-1/4" SS PH SMS 1 PER CUP #8 X 3/4" SS FH SMS 1 PER CUP a 1BY WOOD BUCKS SEE NOTE SHEET 1 LtD •INt! SHIA} • e •••••• • • • SEE EL TYPICAL ANC LRs• • • �_ ••••• • • • • • • PANEL WIDTH D.L.O. PANEL WIDTH D.LO. 0 FIXED PANEL D.L.O. NOM. PANEL WIDTH INTERLOCK (REINFORCED) FOR SPAR • .. .. ••cc=ill •• • �,II to �� • • • •• •••l•• •.�,�1 • 111 • • • • • •• 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 DOOR FRAME WIDTH 1 /2" MAX. LOAD BEARING SHIM EXTERIOR DOOR FRAME WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV. ' FOR SPACING ASTRAGAL #10 X 1-1/4" SS PH SMS 1 PER CUP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN #8 X 3/4" SS FH SMS 1 PER CLIP FIXED PANEL TWO (2) TRACK DOOR DETAILS 1/4" MAX. LOAD BEARING SHIM MAR 0 5 2018 •RODUCf AEvNIED °' .."Ptr1ag a46 the Rlvy Wading Code Acceptance No 17z0 E./Acad. Date q 1 sa lwa. magnet C :wi METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING if %g �C STATE OF i1S'• RIDP..: a G‘ t"'• �,ICErySg No<'7 (0' COMP -ANL\W10-31CGO 8 ce N 0 8 8 8 0 drawing no. W10-31 sheet 19 of 28 EDGE DIST SEE SHEET 15 FOR ANCHORS 3 5/8" EDGE OIST. • ,140 z • w • a ••••2111• • o • •••••• • •, ••• • ••••• • • ••••• • • ••••• • • • •• •••• ai QS 11 E. • • • k • • • • • • •••••• • • • • • • • •••••• •• •• • • • • •••••• • • • •• •• • • • • • • • • • • • • • • • • •••••• • •••••• ET • •• ••• • •• • • •••• • • •••• Ali EDGE DIST. EDGE DIST. 3 5/8'Nrg ' POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC ('c = 5000 PSI MIN. NOT BY CGI WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE SEE SHEET 15 FOR ANCHORS EDGE DIST. 3 KSI CONC. EDGE DIST EDGE DIST. REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. mar with the 17-f 3 KSI CONC. WEEP SIZE 1/4" X 1/8" OPTIONAL SLANT SILL ADAPTORS .2. DECORATIVE SILL COVER OPTIONAL SILL RISER READ. FOR LOADS ABOVE +60 PSF SILL RISER REQD. FOR LOADS ABOVE +60 PSF 1l MAR 05201 FOUR (4) TRACK DOOR DETAILS f0IL Q a FAX. (305) 593-6592 0 a v NO CHANGE THIS SHEET G G .o 0 drawing no. W10-31 sheet 20 of 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /2" MAX. PANEL WIDTH 1X8 OR LARGER WOOD BUCKS • •• • • •••••• • • 1/2" MAX. • • • • TYPICAL A�ICH S • OOOOO SF�E SPA( • •1 •••••• •1111Jp•• •• • • N • • • • e• • •• • • • • • •• • • SH e • • • • } • • • OOOOO •• • • • • • • • • • 2X8 OR LARGER WOOD BUCK OR WOOD STRUCTURE EXTERIOR DOOR FRAME WIDTH EXTERIOR L2 1/2" MAX. LOAD BEARING SHIM DOOR FRAME WIDTH 1/4" MAX. LOAD BEARING SHIM EXTERIOR #10 X 1-1/4" SS PH SMS 1 PER CLIP 3 PER PANEL AT 18" FROM EACH END AND AT MIDSPAN 1/4" MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING #8 X 3/4" SS FH SMS LOAD BEARING 1 PER CLIP SHIM 8,6g TYPICAL ANCHORS SEE ELEV. FOR SPACING FOUR (4) TRACK DOOR DETAILS EXTERIOR DOOR FRAME WIDTH INAR 0 5 2018 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W10-31 sheet 21 of 28 • • • • •• • • •• • • • • • •• • • • •• •• • ••• 0 • ••• • ••• ••• • • • • • • • ••• •• •� • • • ••• • • • ••• •••• • • • 1 3/4b••• ••• • ••• • • • • • • (6) ANCHORS (8) ANCHORS • •• • • • • • • DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY ALL DOORS WITH CORNER CONFIGURATIONS ARE LIMITED TO ±60.0 PSF O90• CORNER O 135- CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM ENDS & 12" 0.C. EXTERIOR D.L. OPG. PANEL WIDTH • • • DOOR FRAME WIDTH #10-1j6 x �/ HH EL? F2i1ANG SCREWS AT �Fj2NE DS & 12" 0.C. • • • • 3 51J'8" • TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK #10-24 X 1/2" FH THREAD CUTTING SCREWS AT 6" FROM MITERED WELDED JOINTS AT HEAD/SILL ENDS 1WIIMIML & 12- 0.C. m --- EXTERIOR PANEL WIDTH DOOR FRAME WIDTH TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK (4) ANCHORS (6) ANCHORS #10-16 X 1/2" HH SELF DRILLING SCREWS AT 6" FROM ENDS & 12" O.C. MITERED WELDED JOINTS AT HEAD/SILL •RODUC F REVIYBp es cenpiy11g wi16 Ye W I& Iwtdieg Cede Aereptnerc Not 7— (2( Enptrepo• Oste R _ _• o b14.si' Hods rod•et Camel 1E i MAR 0 5 2018 -;;;Q 'STATE.. ••.FYORI••.G*' S\(I'I Ece COMP-ANL\W10-3,1CG1 (305) 593-6592 0 n 2 0 NO CHANGE THIS SHEET NO CHANCE THIS SHEET rc JD "lei) 0 to drawing no. W10-31 (sheet 22 of 28 TYPICAL PAD PILE INSTALATION LOCATION • • • •TYRICAL eAT PANEL 4 CORNERS • •• • •• • • • • • • • • • • • •• •• EXTERIOR DOOR FRAME WIDTH NOM. PANEL WIDTH EXTERIOR MOUNTED POCKETED JAMB 1-1/8" MIN. EDGE DIST. TYPICAL ANCHORS TYPE A, B OR C AT 6" FROM ENDS AND 9" 0.C. INTO WOOD/CONC./METAL 6" 0.C. INTO BLOCK ONLY 1-1/2" MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED 1-3/4" MIN. CONC. EMBED 1/8" MIN. METAL THICKNESS CONC. BLOCK WOOD METAL POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA TO BE REVIEWED BY AHJ pRODUC f unto* ....anion with the Rai& Acceptance No Hapuentlne Dote �e'-- �'•�11.141 rOdtlet Co01td `�11111111i7 _. ��` ��'.' JGENSE '•v MAR 0 5 1018 =$' %' / :I^Q" ITAT'i l ' ,..,t.A14 . !c �,• (ty.0 SERIES SENTINEL 150 ALUM SLIDING GLASS DOOR (LM.I.) U C N 0 O Q W vN c 0 H N 0 Nn b 0 r. cz�N 30 - O � Ube i F. (305) 593-6592 o- a D G 5 NO CHANGE THIS SHEET O a 0 0 drawing no. W10-31 sheet 23 of 28 CODE PART No. DESCRIPTION MATERIAL MANUF. REMARKS El CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT MAIN STILE AT 40" FROM BOTTOM SS MORTISE LOCK (PART #SGD-500) (PSO1-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) -FAROOQ CORPORATION 'a INEERS & PRODUCT DEVELOPMENT 0 SUNSET DRIVE, SUITE 220 MI, FLORIDA 33173 (C.A.N. 3538) ( (305) 284-8100 FAX. (305) 262-6978 E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - Ell CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - E13 COI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 COI-123 1" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER DOUBLE LOCKS: REOD. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) SECURED WITH (2) 10-24 X 1/2" FH SCREWS BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED CONNECTING BAR (PART #HD-3310142) ZINC HANDLE SET SECURED WITH (2) 6-32 X 1-1/2" OH MS STEEL KEEPER (PART #HD-3310143) SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - SERIES SENTINEL 150 ALUM SUDING GLASS DOOR (L.M.I.) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - E21 COI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-76 CGI EXTRUDER - E25 Gel-1e4• •C`I.1�7• 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - E2S • 2, 3•& 4 =6 K FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - • • t2� CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - E28 FGI-•1gil : FRAME•HEAD 4 CRACK 6063-T6 CGI EXTRUDER - • • t2e CO-1029 • FRA1C SILL 4 WACK 6063-T6 CGI EXTRUDER - e E30 CGI 7,1030 FRAME•••• J:.IB ::RACK 6063-T6 CGI EXTRUDER - E31 • , • CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-T6 CGI EXTRUDER - E32 :C!17.1Q5! • FEMALC e0R6 It ADAPTOR (135') 6063-T6 CGI EXTRUDER - L • t3♦5 • CGI-105• MAL= 61 l %CAPTOR 6063-T6 CGI EXTRUDER - CiI GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC • •I'� M,,*2 �3�2Y CGI-171C • Fl%F� PANEL hP (2-1/2' LONG) 6063-T5 - - - 3 0 FIXED PANEL )- y description GENERAL REVISION NO CHANCE THIS SHEET NO CHANGE THIS SHEET REV. PER RER COMMENTS • •I"• L�R1•/J FIXED STACK GHIM NYLON - 2 PER FIXED PANEL NLODUC 6 REVNI moo FRl F I 94) A�ILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR.Is a�O1i�O4'lae .04hL►e FI.. L • 4411 W23201NG • • PILE WITS CENTER FIN WOOL ULTRAFAB OR EQUIV. - 0 P.Qadu Aaeeptxnee No 17-121 y• ZO M12 • r B0T1'0 TU!L•STIFFENER, 1" LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL E*PD'atMM Date " { la M13 TA-51•-PRS-•190•C255 ROVER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL l26 A. ( • *SA •1�� • ROLLE�i TSSEMtY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL c S.-n Mnea' 1114 P oc1 CoaNy M14 •SGD-50.0 • DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PSO1-•0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 M10X3/4" PH Jo M15A SGD-507N KEEPERo ZINC INTERLOCKS INST.W/ 2 #10X3/4" PH MAR 0 5 2018 .. `'" M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #10X3/4" FH o N'D o o - Ol M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4" FH m c - z z o M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - I1IT7 IW(e: 05-20-10 :cote: 3/8• - 1• Ir. by: hk. by: M19 SCS2000 SILPRUF SEALANT SILICONE GE \\1*11111111 1.120 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SUWVAN 0R EQUIV. 4 PER PANEL \` ),( 0C M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. = ;/ Ij M23 HD-12-10042 .350' REACH POCKET SEAL - AMESBURY - ? ,/ _•® j, '' �= 1 1 S2 - #10 X 1 1/4' LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER �� •. �ATi:�F � 4(7` drawing no. '% s �....... , �� ,7,,s/o�Au1�*,, W 10-31 (sheet 24of 28 • •• • •• • • •• • • • • •• • ••• •• • • • • • • 4.735 -.070 .860 .847 j� Y E3 FRAME HEAD (2 TRACK) E7 FRAME SILL (2 TRACK) • • • 1.250 • • • • • • • I OUTER TRACS •ASTRAGAL STILE• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • 5.921 • FRAME HEAD (3 TRACK) • FRAME SILL (3 TRACK) •• • • • •• IP • • 11® • • •• • • • • • 1.610 3.750 2.755 .125 .255 2.005 3.572 INTERIOR TRACK ASTRAGAL STILE 1.250 -j 1.340 r_ 4.250 E7O TOP/BOTTOM HORIZ E6 MAIN STILE - -.675 995 N .050 .975 1.184 !- GLAZING BEAD LAM. GLASS 1.508 .725 ,065j .664 I 1-.125 9 FIX. PANEL CLIP 3.000 .095 1.770 .995 1.415 .060 2.005 E5 INTERIOR INTERLOCK Ea EXTERIOR INTERLOCK .125 1.825 -{ 1.310 INTERLOCK REINFORCING .120 0 .695 .265 Ee SILL RISER (OPTIONAL) 1.366 3.188 POCKET HOOK -y IB 4 .995 41P-.050.975 1.184 L GLAZING BEAD INSUL LAM. GLASS EXTERIOR INTERLOCK (OPTIONAL) INTERIOR TRACK ASTRAGAL (OPTIONAL) -{ 1.340 I�- 4.250 TOP/BOTTOM HORIZ (OPTIONAL) MAIN STILE (OPTIONAL) 3.000 .095 1.770 0 1.415 .060 1 2.005 INTERIOR INTERLOCK (OPTIONAL) OUTER TRACK ASTRAGAL (OPTIONAL) © -�I 1-.625 SILL COVER(OPTIONAL) •4ODUC f REVISED oump1Yi•g rids Oe MOMS boding Cada aa_rptaeee No < 1 Zo P piretiM DaleO I� ligi Prodaet 4?.od lb Prd;ort MAR05 2ni .625 SILL RISER (OPTIONAL) to4"u COMP-ANC\W10-31CGI o- n if 0 CHANGE THIS SHEET m c drawing no. W10-31 sheet 25 of 28 •• • •• • • •• •• • • • •• FEMALE CORNER ADAPTOR (90') 2.412 / �b{I 1.347 FEMALE CORNER ADAPTOR (135-) MALE CORNER ADAPTOR • 4 • • • • •••• • •••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • •• • • • • •• •• • • • • • • •• • • • • • • • • • • •• •• • • • • • • •••• • • • • • • • • • • • • •• • • • ••• • •• • • • • • • • • • • • • • • 1—.625 E2 FRAME JAMB (2 TRACK) 1 510 J�4 r.060 .260J �.640 • FRAME HEAD COVER • FRAME SILL COVER 1.375 5.951 .545 } .090 .080 .065 1.620 7 1.620 1.620 .625-1 I - 0 FRAME JAMB (3 TRACK) O FRAME JAMB COVER 725 .125 1.508 .065 664-1 f_ M2 FIXED PANEL CLIP MtODUC f REVIEW an coenpM1E with the Fled& landing Coda Acceptance No t7.-121b.24 EnWnW. DatC c �-o M. r' NW Prodwi omega MAR 0 5 2018 fp4119 COMP -ANL\W10-31CG1 i re FAX. (305) 593-6592 NO CHANGE THIS SHEET NO CHANCE THIS SHEET d 0 v 2 drawing no. W 1 0 — 3 1 (sheet 26 of 28 • .. • •• • • •• •• • .. • •. 7.750 .080 .925 ^� FRAME HEAD (4 TRACK) .857 n 1.250 .753 L 6 .080 2.600 7.730 Ji FRAME SILL (4 TRACK) • • •• ••• 1.375 ... f • • 1.620 • ••• •d • .. •••• • • ••• • 72% • • • •d••••• ••• 7.'S4 •• • •• • • • ••• • • • fir..• ••• ••• 10••• • • • • •!logo• r••• • 11295 •W% • • • ••• . •• ••..• • • • •• ••• •••• ro-.625 ••6 • • •• FRAMt• °$I4 TRACK) FRAME TOP CORNER 4 TRACK SHOWN FRAME BOTTOM CORNER 4 TRACK SHOWN ' 6ODUCE REVISE& as complying with the FhwiOtl balding Casa Aateptaaee No 17 121-•2p Espdrapaa Date a roLU a d �l 0 Q 0 O 0 O 0 NO CHANGE THIS SHEET 0 0 CHANGE THIS SHEET .o N O tl Ili drawing no. W10-31 sheet 27 of 28 • • • • • • • • FRAME TOP CORNER 3 TRACK SHOWN • •• • • • • •• •• •• • • • • • •••• •••• • • • • •••• •••• • • • •F • • •• • • • •••• • / • • • •••• •• • • • ••• FRAME BOTTOM CORNER 3 TRACK SHOWN FRAME TOP CORNER 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN *ROOM f REVISES, o• ooloWyla6 who rYe Florin. Sididiog Code No ( 2( 7.O Riolrodie• Date sod 99 �2r Zo i F i,el Caa rel PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) O 2018. a,/ STATE OF sV •. OR10t.••C\��/ z o m siE % N F Z N Coo`8 laR rco o s�� ooW� m o aoo 8 W LL N LL z_y , f7 .5 < <woo,i rm SERIES SENTINEL 150 ALUM SIDING GLASS DOOR (LM.I.) o_ 0 0 (305) 593-6592 NO CHANCE THIS SHEET c drawing no. W10-31 sheet 28 of 28 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION OTICE OF ACCEPTANCE NOA) CGI Windows and Doors, Inc. 10100 i " ree Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv ESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. PROVAL 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 teiuunation 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 gtethe•jsb a.1411 negtuestof the Building Official. This NOA revises and renews NOA No. 15-031.2.19•4nd tpn:is s of �his•page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mettibad`abbvr. ; • • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED • ••• •• • • • . • • • • • •• • • • • • • • • •• • • • • • • • • • • •••• • • • • • • • • • . ••• •• • • • • ••• • • • ••. • • . • • . • • •.. • •• NOA No. 17-0918.11 • • r tniration Date: October 26, 2 Approval Date: November 30, 2017 Page 1 • • • • • • • •• •• CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and seated 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) 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, prep w 1 ly•Certifiid Tng Laboratories, Test Report No. CTL-3009WB, dated 03/2S./14, s n`eaatd e t1{d;estiy Ramesh C. Patel, P.E. (Submitted under NOA # 14--O5 5.Q22 •. • • • • • • • • • • • • J Manuel Pe z, E. • • Product Control E titer• • • ▪ • • • • •• • • ' NOA No. 17-0918.11 • • • • . • • ' ; • • • • • :..EtPtration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 .•. • • • • .•• • • 4 • • • • • • • • . • 000 • • • • • • • • • • • . • • .• •• • • • •• •. .•• • • • 000 • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifoilli Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by 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 3. 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, NFTI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) • •. ••• • • • •. • • • • • • • • • • •• ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • Manuel Pere • • Product Control Ex�min�r • • 3 NOA No. 17- .11 Eke,ration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 ••. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 9 • • ••• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0917.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (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. • •• •.. . • • • • •t • • • • • •.• ••• •• • . • • • ••. • • • • • • • • • • • • •• . • • • • • • • • • •• • • • • • •.• • Manuel Pere E. Product Control Ener • •L%• NOA No. 17-i918.11 • • • •E�p r ation 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- 5th 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, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, 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 of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. . • . •� • ••. ••• ••. • • • • • •; •• • • •.. • • •• ..: • .. • • • • .••• .. ••. • • • • •:' E-4 •• •• •• •. • • ••• • Manuel Pere Product Control Ex 'er NOA No. 17-018.11 Ei pirTion Date: October 26, 2023 • iipp;ov it Date: November 30, 2017 • • : • ... • • • • .• • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (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® UItraclear, 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 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 Aluynmp; Casement Window - L.M.T., approved on. 09/17/15 and expiring on 10/26/1; : •• • •'.:- •• ••. • • : •'• • • • • • • •.' •• .• • • . • ••. ••. E-5 Manuel Per , E. (f Product Control Ex m= er NOA No. 17-0 18.11 Erxi ation Date: October 26, 2023 .Appvo4a1 Date: November 30, 2017 •S• . . • • ••• . • • .•� • ••� •.. • • • • • • • � ••••• • •:•••• • • 000000 •••oo • • ••••• • • o o o o o o • • •••••• • • •••••• GENERAL WINDOW SECTIONS FLANGE FRAMF, SNUBBER AT IMPACT WINDOWS ONLY • EXTF•RIOj2• • • • •••••• • • • • � • •• • • •• •• • • •••••• •••• • • ••• • • •••• • • • • • • • •••••• •••• •••••• • 000000 • •• •••• • • • • • • • •••• •• • • • • • • INSTRUCTIONS' USE CHARTS A5 FOLLOWS. STEP 1 STEP 2 STEP 3 STFP 4 STEP 5 8' DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACrtt OF DESIRED GLASS SIZE/TYPE USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE IF ALUMINUM BUCK STSIkM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE STSIEM. FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. D.L 0PG VENT WIDTH NDOW WIDTH O •ID ikt . . d 0 p CAM LOCKS 2 LOCK POINTS ALL SIZES MAXIM MULTI POINT LOCK BY TRUTH' ALT. TO CAM LOCKS MAX. WOW. HEIGHT LOCK POINTS 42' 2 63' 84- 4 NOTES* THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC 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, La. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE EEC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL WINDOW WIDTH VENT WIDTH WW-2' D.L OPG. WW-7" N TYPICAL ELEVATION (FLANGE FRAME) eT MULTI POINT LOCK V:+ c 'INTERLOCK' AL !1 S 6TYP. HEA SILL COR RS SURFACE FALSE OPTION A HEAD/SILL MAX. WDW. HEIGHT LOCK POINTS 38' 56' 2 3 74' 84" 5 o= rn yo APPLIED NTINS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FOR MULLION/MULTIPLE UNITS, REFER TO SEPARATE CGI MULUON N.O.A. S._ 7 PRODUCT REVISED as complying with the Florida Building Code NOA-No_ 17-0916.11 Expiration Date 10/26/2023 By Mom 4.d• ` 1 ade Pro • uet Co„jri `Illto nnll'r9' 705 ATE OF [( ORNAV. \‘`• Till il111\1 COMP -ANL\W9B-10 SERIES-238 ALUM OUTSWING CASEMENT WDW. 0 0 0 3 0 0 c 0 drawing no. W98-100 sheet 1 of 7 • • • • 000000 ••••• • • • 000000 ••••• • • ••••f • •••••� • SNUBBER AT IMPACT WINDOWS ONLY EX'ItISR• • •••• •••• • • •••• •:•••• •• • • • • • • • • 000000 • • •••• & • • • 000000 • •••••• • •• • • • • • GENERAL WINDOW SECTIONS EQUAL__LEG FRAME' O 1 FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES D.L OPC. VENT WIDTH 2 1/2" 3/4' WINDOW WIDTH U-' MAXIM MULTI POINT LOCK 9A BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L OPG. WW-6 1/2' 0 I I N 0 TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS PRODUCT REVISED 11 7 as complying with the Florida r'_," O I3 ?L1/ Building Code " NOA-No. 17-0918.11 Expiration Data 10/26/2023 6" MAX. TYP. HEAD/SILL CORNERS 1 � =0 NU SURFACE APPLE FALSE MUNTINS OPTIONAL 24" MAX. TYP. AT HEAD/SILL MAX. WDW. HOGIii LOCK POINTS 38" 2 56" 3 74" 4 84" 5 ro 4.0 L7 FAX (305) 593-6592 N drawing no. W98-100 sheet j . 1 of 7 VENT CORNER ALL FRAME AND VENT CORNERS TO DE SEALED WITH GE SILPRUF OR EQUIV. • 1• • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • FRAME CORNER 3 CORNER KEY .060 THICK ST. STEEL O CORNER KEY .062 THICK ALUMINUM 0 FLANGE FRAME I----1.757 L875 .090 TYP. .720 - 1.438 -1.222-- O VENT (5/16" LAM. GLASS) 1A EQUAL LEG FRAME 1.675 1.757 .090 TYP. L .720 1 - 1.438 1.624 0 VENT (INSUL. LAM. GLASS) ITEM PART I QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS CG1-373 4 FLANGE FRAME 6063-T6 INDALD( OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INGAIFX OR EQUIV. 2 CGI-378 4 VENT (5/18" LAM. GIASS) 6063-T6 INTal FX OR EQUIV. 28 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CCI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INOA FX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6083-T5 IN64LIX OR EQUN. 3A COI-396 4 SQUARE GLAZING BEAD 6063-15 IN0A1 FX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS RECD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS RECD. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) 08 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) f6 X 3/8" SMS 9A - 1/ VENT win 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) f10 X 3/8" S5 SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) f8 X 3/6" S5 SMS 11A - 1 OPERATOR (OPTIONAL) SILOL INTERLOCK 12 30175 1 OpERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/6" SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS 3 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Mlam • ade Product 1.757 .090 TYP, 1.875 .720 1.347--� 0 VENT (7/16" LAM. GLASS) 1.41138 ASV 0 O Q 0 SERIES-238 ALUM OUTSWING CAS FAX. (305) 593-6592 .754 .830 I .617 I— ® CGI-375: OGEE GLAZING STOP .753 .BOL.630 ( .617I-- 0 CGI-396: SQUARE GLAZING STOP H s2 0 0 c O'017 XJ drawing no. W98-100 (sheet 2 of 7 • • • •• • • • • • • • • • • • • • • • • • .• • • • • • • 1/8" ANN. GLASS INTERLAYERS- _ .090" Trosifol PV By 'Kuroray Ameri 1/8" ANN. GLASS 4011W4 5//1r � GLASS TYPE '2' SILICONE GE-1200 DOW 995 DOW 899 .090" Saflex Clliar And Color Gloss - By 'Eastman Ch mica' Co' Inc.' 3/16" ANN. GLASS .075" Scflex CP With PET Core - By 'Eastman Chemical Co: .090" Saflex Clear And Color Gloss - INTERLAYERS- Ely 'Eastman Chemical Co.' .090" Sentry0las By Kuroray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc: 3/16" ANN. GLASS 7/18" NOMINAL GLASS TYPE '3' .` PERFNCE VALUES OF IMPACT RESISTANT WINDOWS N0 SHUT Ie19 REQUIRE) TO SHEETS 5.7HRU 7 FOR INSTALLATION DETAILS REFER WINDOW DIMS. GLASS TYPE '2' GLANS TYPE '5' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) LXT. (+) 1NT. (-) 20' 110.0 194.3 110.0 195.0 110.0 195.0 24' 110.0 161.9 110.0 195.0 110.0 195.0 28' 110.0 138.8 110.0 195.0 110.0 195.0 30" 110.0 129.5 110.0 195.0 110.0 195,0 32' 36' 110.0 121.4 110.0 195.0 110.0 195.0 36' 107,9 107.9 110.0 195.0 110.0 195.0 40' 97.1 97.1 110.0 195.0 110.0 120.0 42' 92.5 92.5 110.0 120.0 60.0 60.0 20' 110.0 188.5 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 110.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 30" • • 110.0 111.0 110.0 195.0 110.0 195.0 32• .t, • • 104.1 104.1 110.0 195.0 110.0 120.0 36" • • • • " 92.5• •• 02.5 • 110.0 120.0 110.0 120.0 40' • 83.3 • 83.3 1 110.0 120.0 110.0 120.0 42 79.3. 79.3 „ 110.0 120.0 60.0 60.0 • 20" • 110.00 •45.7 • 110.0 195.0 110.0 195.0 24' • 110.06 • S21'.• 110.0 195.0 110.0 195.0 2B'• • • • 103.8 • 404.4 • 110.0 195.0 110.0 120.0 30'• • • 97.1 • 97.1 110.0 195.0 110.0 120.0 32'• 4 �• 91.1 • • .E1:1• • 110.0 120.0 110.0 120.0 36' • • • • 80.9 •0060 110.0 120.0 110.0 120.0 40"• • 72.8 • 72.8 1 110.0 120.0 110.0 120.0 • 42' • • • 69.4 • • • • 69,4 110.0 120.0 60.0 60.0 20" • 110.0 • 811991150 0 110.0 195.0 110.0 195.0 24' 98.0 ,,1D7.9• • 110.0 195.0 110.0 195.0 • 28'• • • 682 92.5 110.0 120.0 110.0 120.0 30"• • • • 84.4 • 86.2 2 110.0 120.0 110.0 120.0 32" • 54" • • • • 80.9 • •80.9 • .110.0 120.0 110.0 120.0 36" • • 71.9 71.9 110.0 120.0 110.0 120.0 40' • • • • 64.8 64.8 110.0 120.0 110.0 120.0 42' 61.7 81.7 110.0 120.0 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 - By 'Eastman Chemical Co.' .090' Saflex Gear And Color Glass - By 'Eostmcn Chemical Co.' NTERLAYERS .090" SentryGlas By Kuraray America, Inc.' .090" Trosifol PVB By 'Kuroray America, Inc.' 3/16' HFAT STREW° GLASS 7/16" NOMINAL GLASS TYPE '5' SILICONE GE-1200 DOW 995 00W 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO 9n121S 5 THRU 7 FUR INSTALLATION OETARS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER To SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WLND0W 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. (-) EXT. (+) Ni. (-) IXT. (+) 1NT. (-) WIDTH WEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 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 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42' 70.2 64.8 72.8 64.6 110.0 110.0 60.0 60.0 120.0 120.0 60,0 60.0 110.0 110.0 60.0 60.0 120.0 120.0 60.0 60.0 19-1/8" 26" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 1 3/3`&98. 86.8 20' 24" 28' 30' 32" 36' 40' 20" 24' 28' 30" 32" 36" 66' 72' 86.7 73,4 64.2 60.6 57.5 86.7 73.4 64.2 60.6 57.5 66.4 56.1 48.9 46.0 43.8 110.0 110.0 110.0 195.0 120.0 120.0 110.0 110.0 110.0 195.0 120.0 120.0 110.0 110.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 120.0 120.0 60.0 60.0 195.0 120.0 120.0 120.0 120.0 60.0 110.0 110.0 60.0 60.0 110.0 110.0 110.0 110.0 110.0 60.0 120.0 120.0 60.0 60.0 120.0 120.0 120.0 120.0 120.0 60.0 32' 36' 20" 24' 28' 30" 32" 76' 60.0 60.0 60.0 60.0 52.- 0 43.8 78' 38.1 60.0 60.0 60.0 60.0 52.0 43.8 38.1 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 20" 24" 28' 30' 32' 84" 41.- 5 34.9 60.0 60.0 60.0 60.0 41.5 110.0 120.0 110.0 120.0 34.9 110.0 110.0 120.0 120.0 110.0 54.5 120.0 54.5 51.2 51.2 51.2 51.2 48.3 46.3 48.3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 19-1/8" 26-1/2' 37" 42' 19-1/8" 26-1/2' 37" 37' 1.O 110.0 110.0 128.1 110.0 195.0* 110.0 195.0 * 190.6 110.0 195.0 110.0 195.0 137.5 66.8 110.0 110.0 110.0 195.0 194.5 120.0 110.0 110.0 110.0 195.0 120.0 120.0 50-5/8' 63' 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 65.8 110.0 110.0 120.0 195.0 110.0 110.0 120.0 195.0 74.9 110.0 120.0 110.0 120.0 110.0 120.0 110.0 120.0 74-1/4' 77" 63.0 63.0 60.0 110.0 60.0 195.0 60.0 60.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 59.8 56.3 59.8 56.3 59,8 56.3 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' () 15 USED 59.B 56.3 ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/ /2023 By Main Dade Product Co ** ONLY COMP -ANL\W96-10 29 J 0 88 0 FAX. (305) 593-6592 0 D 5 2 3 T1 4 drawing no. W98-100 (sheet 3 of 7 • • • • • • • • • • 1/8" TEMP. GLA55 -AIR SPACE 1/8' ANN. GLASS .075" Saflex CP With PET Core _ By 'Eastman Chemical Co.' - .090" Safi. Clear And Color Claes INTERLAYERS- By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuroray America, Inc.' .090" Trosifol PVB By 'Kuroray America, Inc.' 1/8" ANN. GI AS* SILICONE GE-1200 DOW 995 DOW 899 XL EDGE SPACER XL EDGE SPACER T. STEEL Y 'CARDINAL' SETTING T. STEEL BY 'CARDINAL' SETTING S DURASEALBBY 'QUANEX'� EP2DM BLOCKS WRASEAL BY 'QUAND('EPDM BLOCKS OR DUROMETER 85t5 - OR DUROMETER 85t5 SUPER SPACER BY 'DUANE(' 3/4" INSULATED SUPER SPACER BY 'QUANTE(' 3/4' INSULATED GLASS TYPE '2A' 1/6" TEMP. GLASS AIR SPACE 1/8' TEMP. GLASS INTERLAYERS- .075" Saflez CP With PET - By 'Eastman Chemical Co.' .090" Saflez Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kurarcy America, Inc.' _ .090" Trosifol PVB By 'Kuraroy America, Inc.' 1/8" TEMP. GLASS SILICONE GE-1208 DOW 995 DOW 899 • • • • •• GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLA110N DUMB PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUNERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT 'WINDOWS NO SHUDERS REQUIRED REFER 10 SHEETS 5 111RU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '31' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) MIT. (-) Q.T. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NF. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1M. (-) 20" 24' 26" 30" 32" 36' 40' • 42• • 36" • • • • - • 110.0 194.3 110.0 195.0 20" 24" 28' 30' 32" 36- 40' 42" �, 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 85.8 95.4 110.0 120.0 26-1/2" _ 110.0 203.0 110.0 195.0 110.0 135.E 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" 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.8 110.0 120.0 26-1/2" 38-3/8' 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 60.0 - - 37" 98.5 98.5 110.0 120.0 92.5• 94.4b 110.0 120.0 60.0 60.0 - - 42" 86.8 88.8 110.0 120.0 20' 24" • 28 • 30' 32" 36"• • 40'• 42'6 • •• •• •• • • • 42, • • • • • 110.00 065.5 • 110.0 195.0 20' 24' 28' 30' 32" 36' 40' 66" 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 • 138.8 • 110.0 195.0 73.4 73.4 110.0 120.0 26-1/2" 50-5/8" 99.7 104.3 110.0 195.0 110.0• 118.9 1 110.0 195.0 64.2 64.2 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.00 it � 110.0 195.0 60.6 60.6 110.0 118.2 42' 65.8 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 • •11g22.{..5• • 110.0 120.0 60.0 60.0 - - 26-1/2" 74.9 77.9 110.0 120.0 53.3 1:• •'Y• • 110.0 120.0 . 60.0 60.0 - - 37' 63" 60.0 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20' 24" 26' 30" 32' 36'' 72" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20" • 24'• • 28' 30" 32' • • 36" • • 40" 42" • • • • • • • • • 48" • • • • • • • 110.0 01111'7• 110.0 195.0 56.1 56.1 109.3 109.3 19-1/8' 63.0 63.0 110.0 120.0 110.0 •�'•4• • 110.0 195.0 48.9 46.9 95.3 95,3 28-1/2" 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 • • I71 • • 110.0 120.0 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - - 91.1 .6610 40,0 110.0 120.0 60.0 60.0 - - * UMR MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED ** SIZE 37' X 77' APPUCABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: • LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. _AI Intl -10-. n oc9 ,- 1 n nn cn LT 80.9 80.9 110.0 120.0 32' 36" 76" 60.0 60.0 - - • 72E • • • W.6 • 110.0 120.0 60.0 60.0 - - 69.4 069.4 • 110.0 120.0 20" 24' 26" 32' 78• 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 85.4 85.4 96.0 107.9 110.0 195.0 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' 26" 30" 32" 64' 41.5 41.5 80.8 80.8 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 64.6 110.0 120.0 51.2 51.2 - - 91.7 61.7 110.0 120.0 46.3 48.3 - - SQUARE BEAD OPTIONAL ALL GLASS TYPES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- D EC-21 9 SE? 0 32Ri7 •_i U I Q U 8 1 GENERAL REVISION U A 1i 00 c [dote: 12-04-98 ) drowing 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 SEALANTS%:L 1 Y 1" MIN. 2-1/2' MIN. INSTALLATION TYPE '1' 1 3/8' 2 1/8' WOOD BUCK TYPE '1' MATERLN• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1" MIN. 2-1/2" MIN. INSTALLATION TYPE '2' 2 1/8' MIN. WOOD BUCK TYPE '2' MATERLM• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEALANT • • • • •• •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION '•?.• •IC•K IISSTALLATION BY OTHERS •• •• • • iNgi4LATION TYPF:l'• • • • • •••• •••• • TYPI9hL•IM9)TALIATION DETAIL • • • ON ALL. 61 4•SIDFS/USING WOOD 2 7/8" • • • • • • • •••• • • •••• WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED • •• • • • ALUM CHANNEL • • 3/4" X 1" X 3/4' X 1/8" 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1/8" MIN. BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL' PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD u ALT. ANCHOR LOCATION WITH SHEAR CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 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 NOA-No. 17-0918.11 Ex [ration 0860 ,100t/2^66//20-23 By Miami Dade Pro ucd t Cdntrol i 1111110 / �. uGFJt�4'I .(V 0 Li 23f7 co y"U SERIES-238 ALUM OUTSWING CASEMENT WOW. E 5 5 35 5 B 5 5 c drawing no. W98-100 (sheet 5 of 7 1 • • • • • INSZALLATIO CONDI ONS E UAL LEG FRAME PPL 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' WOOD BUCK TYPE '1' MATFR/AL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 5lIN 2-1/2' MIN. INSTALLATION TYPE '2' LL 0 R IDE 2 1/8' MIN. WOOD BUCK TYPE '2' mama: PRESSURE TREATED TYPICAL INSTALLATION DETAII ON ALL FOUR SIDES/USING WOOD • • •• • • • • • ..• •• •:.v • • ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION 1 3/8" • d• •• .. •..•.•• ilC/( INSTALLATION BY OTHERS • • • • • • 2 7/6' INSTALLATION TYPE• • • WOOD BUCK TYPE '3' • • IAAIFRIAI • PRESSURE TREATED • • • • • • TYPKIL 1/VA✓,.LAT1ON DETAIL • • • • ON ALL FOUR SIDES/USING WOOD • • • • • WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '4' 2 1/8' MIN. WOOD BUCK TYPE '4' MATFRIAI• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/6' THK. MIN. ATTACHMENT TO METAL STRUCTURES 1/8' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED s complying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 10/26/2023 By Mlam ade Product Con ?0 2317 PQ. �70 � : '� 1lGENSp'••.. .70692 �IYr (ay"U COMP -ANL\W98-10 8 CC bR 5 i a drawing no. W98-100 sheet 5.1 of 7) • • • •• • • • • • • • • • • • • • • • • • • • • AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 264-6100 FAX. (305) 262-6978 ( COMP-ANL\W98-1000GL 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 C11P WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" O.C. 'WINDOW DIMS. AT 17" 0.C. AT 10" 0.C. AT 17" D.C. AT 10" O.C. WINDOW DINS. AT 17" O.C. AT 10" 0.C. AT 17" 0.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) E5T.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 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" 76, 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.D 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 96.8 129.0 28" 78' 145.4 195.0 85.1 136.1 26-1/2" 38-3/8" 191.2 . 195.0 109.6 146.1 36" 150.0 195.0 88.0 114.7 30" 138.5 195.0 79.4 127.0 37' 136.9 182.8 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" 50-5/8" 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' 138.4 173.0 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 94.0 126.4 32" 154.3 195.0 86.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 30" 154.3 195.0 88.5 117.9 37' 83" 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 40" 115.7 154.3 66.3 55.5 26-1/2" 74-1/4" 154.7 195.0 94.4 151.1 (SERIES-238 ALUM OUISWING CASEMENT WOW. (L.M.I.) CGI Windows and Doors, Inc. 1010D N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 42" 110.2 . 146.9 632 842 37' 117.9 188.6 67 8 108.1 20' 195.0 195.0 154.8 193.5 24- 195.0 195.0 129.0 161.3 20" 192.9 195.0 110.6 135.2 30" 180.0 195.0 103.2 129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 36" 48, 168.8500 195.0875 986.80 107.95 I 'HII 36" 150.0 187.5 86.0 107.5 1/4" DIA. KWIK-CON II BY TI' (F5-163 KSI, Fy-157 BSI) 40' 135.0 168.8 77.4 96.8 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) 42' 128.6 160.7 73.7 92.1 I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 20' 195.0 195.0 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD 24" 195.0 195.0 114.7 172.0 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 uA DIRECTLY INTO CONC. OR MASONRY 36" • ••• • • 133.3 195.0 76.4 114.7 �+MIJ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY F 40' • • • 120.0 • • •80.0 68.8 103.2 ° q C m 43 REV. PER RER COMMENTS 1, GENERAL REVISION 9 2 g n W o @ 2 q2" • 114.3-� • l7 4 65.5 98.3 #14 SMS OR SELF DRILLING SCRr'NS (GRADE 2 CRS) 20" 195.0 195.0 123.8 185.8ll INTO MAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") • 24" • • 1e0.0 • 19:0 103.2 154.8 INTO METAL STRUCTURES 28" • 154.3. • • • • • yp%o 88.5 132.7 . STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 30' 144.0 195.0 82.5 123.8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) NCHORS CLIP • 32" • •so•• • 135.0 •. • >r • • •195.0 77.4 116.1 WITH SHEAR 6NCHORS W/o SHEAR CLIP A(STEEL IN CONTACT WITH ALUMINUM) TO BE PLATED OR PAINTED • 36" • • • • 120.0 • • • • AM 68.8 103.2 TYPICAL EDGE DISTANCE ao" 10e.0 • 142.0 • • 61.9 92.9 • 42" ... • • • 102.9 • 15yi 59.0 88.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. 2,• • 20° • • • • 1ss.o • • •195.0 140.7 195.0 - INTO METAL STRUCTURE = 3/4" MIN. ;; m a n + o « „ ,. a R a 24' • 195.0 • •J •1i� 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' • %6" 163.6 • • • •17f5U 93.8 131.3o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. E r _ 32' • • • • • • 153.4 • •1E.0 88.0 123.1 111111/ 7j7777 I - v 8 a �> 36' 136.4 • tso. 78.2 109.5 PRODUCT REVISED �1111 complying with the Florida 7 �� • 40. • • • • • •• •as • 122.7 171.8 70.4 9d5 Building 9 Q>••,.CEy 20' • • • • 195.0 195.0 129.0 180.6 NOA-No. 17-0918.11 " V•.'' 24' 187.5 195.0 107.5 150.5 Ex 'ration Date 10/26/2023 ,• NO. 70592 28" 72' 160.7 195.0 92.1 129.0 - . * _ 30' 150.0 195.0 86.0 120.4 B y Miami ado Product 6ontr - • c drawing no. W98-100 32' 140.6 195.0 80.6 112.9 J OF ` 36" 125.0 175.0 71.7 100.3 `)n �'E1 0 U „ %`� r7•rR10�.•��, S177 AL 10s> sheet 6of 7 • • • •• • • • • • • • • • • • • • •• PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 9538) c T61. (305) 264-8100 FAX. (305) 262.6028 COMP—ANL\W98-100CG1J OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM HUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES ' USE LOWER APPLICABLE VALUES. WINDOM DIMS. WINDOR DIMS. WINDOW DIMS. WIDTH HEIGHT Da. (4) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 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" 50.0 60,0 26-1/2" 36-3/8" 110.0 172.6 40" 105.8 145.1 20' 102.7 120.0 37" 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 19-1/8' 110.0 195.0 24" 110.0 159.6 30" 73.9 101.3 26-1/2" 50-5/8' 110.0 154.7 28' 106.9 146.6 32' 60.0 50.0 37' 94.0 120.0 I 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 28' 84' 85.5 117.3 26-1/2' 84.8 116.2 SERIES-238 ALUM DUISWING CASEMENT WDW. 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 93.1 114 SMS 42" 95.0 120.0 32" 60.0 60.0 42" 60.0 60.0 /`f``IXL Al' 6' FROM ENDS1 F� I 20" 110.0 195.0 19-1/8° 110.0 154.8' `�-�`' ,�I�Y,. L L 17" 0.C. MAX. AT JAMBSi 24" O.C. MAX. AT HEAD/SILL •��`'71 I 24" 110.0 177.3 26-1 2" 74-1/4" 86.4 118.5 �� a6S 28' 110.0 160.9 37' 60.0 60.0 AT FROM ENDS 30' 110.0 154.8 19-I/8° 109.9 120.0 L�1U7J In..1vlJ 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL 32' 48" 109.1 120.0 26-1/2' 76" 84.0 115.2 3 �� Pik, ��I� N 36' 103.5 120.0 37" 60.0 60.0 w _g w. ,. _ N '..L�..��[ ��nR� M4� 40' 99.8 120.0 19-1/8" 108.3 120.0 \ �� 1 {, 4 42' 95.0 120.0 26-1/2' 77" 82.7 113.4 IplEI�y y f' 110.0 37" 60.0 so.o �(�LaaLL _ ': 110.0 52.1 152-0 Fil_ F+jam •F Imo_____ :�- 24" 24' - niliNi -�V� 28' 99.8 120.0 . . . 30" 95.5 120.0 'n. a • " 4 6 i•30' 120.0 ea• Pr• •••91.5 36" • • • 86.2 • 118.2• • ATYPICAL ANCHORS TYPE 'A' OR 'B'TYPICAL ANCHORS TYPE •C• 1 r-. o REV. PER RER COMMENTS 1111 GENERAL REVISION No CHANCE THIS SHEET UPDATED TO 2017 FBC 11 1 • 82.2 • 127 •AT 6' FROM ENDS AND AT 6" FROM ENDS AND 40' • 42" • 80.6 L L 110.5 • 2 1/2' MIN. 17' 0.C. MAX. AT JAMBS 17" 0.C. MAX. AT HEAD/SILL 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL EDGE 015T. 1" MIN • 20' • • 110.0 0153.2 24' • szo •119.0 • • INSTALLATION TYPE '5' INSTALLATION TYPE '6' 28" 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING • 30' • • • • • 82.8 • 1T7 5 •- . • • 2BY WOOD BUCK OR WOOD STRUCTURES A - 1/4" DIA, KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 32" • 90" • 7g 4 •1.86• • • TYPICAL INSTALLATION DETAIL PRODUCT REVISED • 38` 73.9 1�1117 DIRECTLY INTO CONC. OR MASONRY compl Ing with the Florida •as llding ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Bu • 40' • • • • • • 60.0 •60.0 ode 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •NOA-No. 17-0918.11 �,,,,, iiiim:111 • 42" • • • • 60.0 All• • 6 - 1/4" DIA. UI TRACON BY 'E CO' (Fu-177 K51. Fy-155 KSI) Expiration Date 10126f2023 • 20' • 110.0 •i1�.•• • 24" 107.8 120M DIRECTLY INTO CONC. OR FILLED BLOCK 2500 'j .has ey ->h 28' •• • • 95.9 •••1-1/4" 120.0 MIN. EMBED INTO CONCRETE EMBED INTO GROUT FILLED BLOCKS ,eas I.530" .065 warn ade Procuct 6o I • 66'• • • 91.3 •20.0 • •2-1/4" MIN. ,oss- -{I ss2 0 .-.1�.� r ' I ,, 1�l , 32" 873 1 V., 1- -14 SMS (GRADE 2 CRS) �ll// 1.125 r 1 36" • • • • • 60.0 60.0 .562 \\\71p1 ''I '..°O/� 40" • • • • • 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1.436 VOEN 20" 110.0 154.5 .125 .903 No, 24" 97.0 120.0 TYPICAL EDGE DISTANCE _ 28" 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER _ .� :• ? _ 30" 72• 81.7 12.0 C y INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T5 -I J �3)) �<I'7 ' OF - drawing no. W98-100 32" 77.9 106.9 . <` '�• D1;'•',��F� 3E" 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. // /OjYAL, f"\\\` sheet 7of 7 ////IIII1111\\ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION TANCE (NOA) CGI Windows and Doors, Inc. 10100 NW 25a' Street Miami, EL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCRIPTION: Series "Sentine 110" Aluminum Single Hung Window — L.M.I. -PROVAL DOCTJMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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 recLuest of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this pale t Page/ 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 3I5-2590 F (786) 315-2599 www.miamidade.gov/economy MIAMI-DADE COUNTY APPROVEQ- ••• •• •• •• ••• • P�IOAiYo.17-1018.0 • • • • • • •Txpiraioa Date: eegtember 22� 20x i • • • . • • • Approval H!!te: �Hecember 21, 2017 Page 1 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • 410 • • • • • • • • • 000 • • • 000 • • 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.I1) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® 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) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02 Q3/1•0lisigned. • dieilgd by Vinu J. Abraham, P.E. (Submitted under NOA N0. j0-051P.11i ' • • .. .. • .. E-1 • ••• • • • • • • • • • 4QA No. 1-1018.08 • • • • • >pate::SCptember 22, 2020 • • • • •Approval4Ate: 'December 21, 2017 Manue P 'ez, '.E. L,, ProilucttControl x. river .•• • . • • ••• • • • . • • • • . • • • • . .•. . • • • . • . . . • • • • • •. •. • • • .. •• .•• • • • •.. • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/08/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single I-ungaqineiow; l.Pyl.. gpprov d on 02/05/15 and expiring on 09/22/20. • • : `�•ty, •• ••• E-2 Manue er , P.E. • • • ; Product•Cont of aminer 11 IICiA N 17-1018.08 • • '• •• ' •E • xpjra�ioii late: :Seiptember 22, 2020 • • • •'Apitroval Mite: becember 21, 2017 ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. 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 GIass 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, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. • • • •. • . . • • . • • • • r E-3 Manuel re P.E. • •• •• •• Pro‘iuct� Contr E miner •• • . ••• •• .• • ; �1QA No. -1018.08 • • • • •• • Exp:r*io% IJlate::S�ptember 22, 2020 • • ••• • ' •••Apf rovallta'te: becember 21, 2017 ••• • • • • ••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • 6' MAX. HEAD/SILL CORNERS J z • • • •• •S11iiIES SENTINFJ. 110 •A •' • r " NG WINDOW • • • •41IGN LOAD•F.018.69'FOR THESE WINDOIA TO BE AS PER • CHARTS SHOWN• ON SHEET 2. • • • • •• • • APPROVAL APPLJES TO SINGLE LAR5• eR• SIDE BY SIDE COMBINATIONS • • • •CiL•S.H./S.HROf2 'ALE HUNG WWI, WI i OTHER MIAMI-DADE COUNTY • • •At'oROVED WkIDANS•USING MIAMI-DADS COUNTY APPROVED MULLIONS • •IN BETWEEN. • • •LSD ER DESIGN•FrIF919EURE FROM i(I4144S OR MULLION APPROVAL • WII•{. APPLY R 0 EN1 • �L• SYSTEM.• • • • • •TWI PRODUCT HAS BEEN DESIGNED AND TESTE• D TO COMPLY WITH THE REQUIREMENTS OF SHE 2014 (5TH E•IAO•)S2W1S (6TH EOTTION) FLORIDA • • • 6111.16.DING. CODE INCLUDING HIGH VELOCTTY•HURRICANE ZONE (HVHZ). • 1BY 0R 2BY W004 BUCKS & BUCK l'/ IitIE•BY OTHERS, MUST BE • DESIGNED AND* INSTTR.�AAODEQUATEI=' TO TT MISFER APPLIED PRODUCT LOADS • TO THE BUILDING STRUCTURE. ••• • • • •tit HORS SW.L•EtCSRROSION RESISi4NT, SPED AS SHOWN ON DETAILS AND INSTALLEL pui MANSF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL•BL %LROND 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 UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC. 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 53 1/8 FLANGE WIDTH 47 7/16" O.L.O. (FIX. UTE) 20 9/16" M** MM. OHEAD/SILL 4 ( /I - f ff--/7--t9 O4 '� - f ff / j/ / II / II L11 II II 1 1 F E MUNTINS (SUCE APPLIED) OPTIO IQG & FLANGE ADAPTOR FRS 5 1/2" MAX. HEAD/SILL CORNERS n n 0 J 52 1/8" BUCK WIDTH 47 7/18" D.LO. (FIX. UTE) 20 9/16" MAX. eHEAD/SILL O eil %/ ( 47 7/16" D.LO. (VENT) 50 1 /4" VENT WIDTH EQUAL LEG FRAME ** CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" FALSE MUNT1NS ///�� (SURFACE APPLIED) / OPTIONAL 5 1/2" MAX. HEAD/SILL CORNERS m w FALSE MUNDNS (SURFACE APPLIED) mo OPTIONAL U TYPICAL ELEVATION D.L.O. (FIX. LITE) 20 9/16' ** MAX. HEAD/SILL f ff B 7 �� 9 R R--�-ii 47 7/16" VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCE REVISED as complying with the Mob Building Co& Acceptance do " OI S IB ATE OF ' Expire.,o Enke�7)1t/H 72A'2D SS . ORIDO;.•��0� ade Product .0 8 U g Ei 2 UPDATED TO 2017 FOC n 0 0 0 drawing no. W10-03 (sheet 1 of 9 • • • • • • • • • • • • • • • EQUAL LUTES WINDOWS DESIGN LOAD CAPACITY - PSP FLANGE DIALS. BUCK DIMS. CUSS TYPES 'A'A<A1' CLASS TYPES '13'h'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXE.(+) 1NT.(-) 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 26' 36' 25' 75.0 75.0 B0.0 85.0 49" 48" 75.0 75.0 80.0 85.0 53-1/8" 52-1/8" 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37" 38-3/8' 36" 37-3/5' 75.0 75.0 80.0 85.0 49' 48" 75.0 75.0 80.0 85.0 53-1/8' 52-I/O" 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 37' 50-5/8" 38" 49-5/8" 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-1/8' 52-1/8" 75.0 75.0 80.0 85.0 19-1/8" 18-1/8' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 7 0 80.0 85.0 ' 63' 36' 62"deb 75. 80.0 85.0 48" .0 .0 80.0 85.0 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 19-1/8' 18-1/8" 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 76' 36" 75' 75.0 75.0 80.0 85.0 49' 48' 75.0 75.0 80.0 85.0 53-I/O' 52-I/8" 75.0 75.0 80.0 85.0 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 28-1/2" 25-1/2' 75.0 75.0 80.0 85.0 37' B5• 36' 84• 75.0 75.0 80.0 85.0 46-1/2" 45-1/2' 75.0 75.0 80.0 85.0 • • • • •• • •• •• • • • • • • • • • • • • ••••{• • • EQUAL LITES • • • •• • • • • •• •• • • • • • • • • • • • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PBF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'A'A1' GLASS TYPES 'B'k131' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 53-1/8" 76' 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 49" 79' 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 28-1/2" 25-1/2' 70-5/6" 75.0 75.0 80.0 85.0 31" 30' 63-5/8" 75.0 75.0 80.0 85.0 33' 85" 32" 84' 80" 75.0 75.0 80.0 85.0 37" 36" 53-1/2' 75.0 75.0 80.0 85.0 43' 42' 45-1/4' 75.0 75.0 80.0 85.0 EQUAL IFG FRAMF BUCK DIMS FIN FRAMF UNEQUAL LITES (ORIEL TYPE) PRODUCT REVISED as complying wilt the Fhvida Haikling Code Acceptance No I ' OIB. Expiration Date TATE OF 7• OR1DA.•' G,e SERIES SENTINEL 110 ALUM S.H. WDW. COMP-ANL\W10-03CGI 0 n c A 2 41 c drowing no. W10-03 sheet 2 of 9 • • •• • ••e••• • • • • • 4 • • • • • • • •• 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Intedayer Soflex CP With PET .. re By 'Eastman Chemical o.' 0R .090" Intedayer Saflex Clear And Color Gla By 'Eastman Chemical Co.' OR .090" Intedayer SentryGlos BR Inc: • Kuraray America, .090" Interloyer Trosifol PVB By 'Kuraray America, Inc: 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON R THAN 36" GLASS TYPE 'A' 5/16" OVERALL LAM. GLAS • •• • • • • •• 1/4" AIR6PACE • • 1/8" 41.uNN. GLASS •• •• • • • • • • • • • • • ••Z • • • • • • • • • • 8 • • O •••• (L.M.I & S.M.I.) .075" Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Gloss • eiiy 'Eastman Chemical Co: Og .000" Intedayer SentryGlos 8. 'Kuraray America, Inc.' OR •.190" Interloyer Trosifol PVB •13, 'Kuraray America, Inc.' • • 1/8" ANN. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 z .075" Intedayer Saflex CP With PET Core By 'Eastman Chemical Co.' 0R 090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Intedayer SentryGlos By Kuraray America, Inc OR .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' 5/16" OVERALL LAM. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' 0R SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. CLASS (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & '81' MUST BE TEMPERED. (L.M.I ONLY) 1/8" HEAT STREN'D GLASS .075" Intedayer Saflex CP With PET Core 'Eastman Chemical Co. OR 090" Intedayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlos ORBy Kuraray Americo, Inc.' .090" Intedayer Trosifol PVB By 'Kuraray America, Inc: 1/8" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' 0R DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Bl' 0.70" OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida .3eilding Code Acceptance No _01 % b Expiration Dote TE OF • F[ORID�'. •''� t1/1Lt111% m � COMP-ANL\W10-03CGI 8 !d UPWTS TO 2017 FBC 0 drawing no. W10-03 sheet 3 of 9 •• •• • • •• •• • •• • • • • •• • • • • • •• • • • • •• ••• •• 1 BY WOOD BUCK a 0 0 W • •• • • • • • •• • • • •• •• • • • • '• • • • •• •••• • • • • • • • • •• • • • • • • 4 II •i • •: • • 410 OF, • et•e 0 J • •w • • •• U •• • • • • • • • • li 419 •. 4-11i • • tk • 4 TYPICAL ANCHO SEE ELEV. FOR SPACING " EDGE,. DIST --.44111111' '' EDGE DIS.Z.ti• 1BY WOOD UCK S5 2 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS rSEE ELEV. FOR SPACING J L Z 1 `a rn FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8" MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23A". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING rr MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy-100 KSI) 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 (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) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT REVISED as complying with the Florida Building Code 68 Expiration ration at 1 9 �rpirntiar Dote 011111111I/y7 '." VICENSF".V 0592 TATE OF '•41 \i''•. ORIOP•'�\� 1_ z nj, 2 Z O N`a. O • W h pag ccwoE <HE SERIES SENTINEL 110 ALUM S.H. WDW. 0 FAX. (305) 593-6592 U 5 $8 0 2 UPDATED TO 2017 FBC 8 3 8 1; drawing no. W10-03 sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • 1/4- MAX. SHIMS BUCK WIDTH 1 1/4"', • •• • •• • Wp•p 1BY • •.. ••D BUCKS ••S•♦ • • • •.•.•• . • 00000 • • • • 4 ••• • • • •• •• • • • • • • • • • • • • • • • • • •• •• . . BUCK•WIDTH • • • • • MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH awl= I ntuqsam v emzI Ml�a 4 X 1" FR. SKIS. 1/4" MAX SHIMS 1/4" MAX. SHIMS WOOD B R WOOD STRUCTUR FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING ' FLANGE ADAPTOR FRAME INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. PRODUCT REVISED as snsplyingwith DsFiords Building Cafe .acceptance No �./018 OS Pxpirat:en Dare fZ' 4.0 COMP-ANL\W10-03CG1 110 ALUM S.H. WDW. d w N N 0 0 gs 8 2 FAX. (305) 593-6592 a 8 8 8 8 c drawing no. W10-03 sheet 5 of 9 • • • • • • • • • • • • • • • •••••• 1BY WOOD BUCK 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 'EDGE DIST. ® L i i!I m try111 I !i ii 1 1 I li E. • •• • • • • •• • •• • •• •• • • • • • • • • • • • • • • • • •• • • • • • • 1BY WOOD BUCK SWEEP LOCK 0P110NAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 m i TYPICAL ANCHORS SEE ELEV. FOR SPACING BUCK WIDTH METAL STRUCTURE GE DIST. TYPICAL ANCHORS —SEE ELEV. FOR SPACING 1/4° MAX. SHIMS S \_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. WHENUSED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED W00DBUCKS IS PERMITTED. EQUAL LEG FRAME Fr I MIAMI—DADE COUNTY APPROVED MULLION de MUWON ANCHORS I SEE SEPARATE NOA EDGE DIST 4 PI:ODUCf. REVISED j7s complying with the Florida Building Cade Accepumce No l '!0l8.OR Expiration Date liy Miwni pads Product C TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MUWON de MUWON ANCHORS SEE SEPARATE NOA BUCK WIDTH 0 3 vi 0 F tn w w 0 O COMP -ANL\W10-03CGI FAX. (305) 593-6592 0 IS 8 0 R 5 8 drawing no. W10-03 sheet 6 of 9 • • • • • ILLUSTRATIVE OTLS. ONLY IXT. OR INT. FINISHES NOT BY CGI HOUSE WRAP NOT BY CGI 0 • "a • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING BACKBED CAULKING • •• • • • •• • • • 10 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL • • • • • • • • ••••• ••••• I•• II • •• •••• • • • s• • •• �• • • • • • • • a 1±1 • • •••• `` •• N �1 3 IN 1 hp 4 HOUSE WRAP NOT BY CGI E6 • • • • • •• • BACKBED CAULKING WOOD STRUCTURE 1/4" MAX. NOT BY CGI a 1/1/2" / 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING FIN FRAME TYPICAL ANCHORS: SEE ELEV. FOR SPACING (18 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD GAP 1/2" MIN. BUCK HEIGHT HOUSE WRAP NOT BY CGI 1/4" MAX. GAP 1/2" MIN BACKBED CAULKING EXTERIOR D.L. OPG. i<ODUCF REVISED .e complying with the Militia 3ui!d log Code -cceptnnce No -I1 ;'-"pi: ntion Date Pro "oe,COO 4U1 1�IIII111//j I. .IGENg�''•. No. 7 I592 m4'mV SERIES SENTINEL 110 ALUM S.H. WDW. (LM.I./S.M.I.) o_ U FAX. (305) 593-6592 rF 0 d T 0 R 0 2 0 0 2 0 drawing no. W10-03 sheet 7 of 9 • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • •• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6063-T6 - E5 CGI-104 1 LOCK RAIL 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-16 - E7 CGI-106 2 SASH RAIL 6063-T6 - E8 CGI-107 AS REQD. 5/16" GLAZING BEAD 6063-T5 - E9 CGI-108 AS REQD. 0.700" GLAZING BEAD 6063-T5 - E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI-110 AS READ. NAIL F1N ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - MI CGI-382V AS REQD. GLAZING BULB VINYL (OUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 80*5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER AN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WOW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WOW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI-130 2/ WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WOW. SASH STOP, 2" LONG PVC PROTOTYPE 0R EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AAIESBURY OR EQUIV M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. 52 - 2 0R 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 - 4/ WDW. # 8 X 1/2" PH. SM5. ST/ST BALANCE BRACKET SCREW - - 55 - 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY - - 56 - 2/ LOCK # 6 X 1/2" LG. FH. SMS. 0 CGI-133 & CAM LOCK - - PRODUCT REVISED ,,s complying with the Fl6gIiB :suilding Code Acceptance No 1 I )0I iixpiration Date ETY i ln. 1<•lizmn ie Product \`11,�11�11 1�111:/gyp/�./Q... )'J GENSF ?70, 70592 TATE OF C(% ORIOP..\`? SERIES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.) 0 FAX. (305) 593-6592 0 0 o N 0 8 8 0 UPDATED TO 2014 FTC 9 5 9 1 a v 5 8 5-3 8 0 c drawing no. W10-03 sheet 8 of 9 • • • • •• •• • •• • •• • • •• .065 FRAME FRAME // r . , TOP BOTTOM �' ...1- CORNER CORNER 1410111111 _ II I �TYP. 1 IF II , Ili I j L 52 as as 9uildieg complying Tying complying / �� wit with Code VENT TOP VENT BOTTOM ED the Raids the CORNER - CORNER Poll 4� 11 Yt1t 111111//, 52 82 74 AL-FAROOQ CORPORATION a 1, ENGINEERS & PRODUCT DEVELOPMENT �+ 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 284-8100 FAX (305) 282-8978 ` �r 2.505 2.505 1.745 1.550 i I 1.680 I 1 8 1 .745 .065 .811 1.245 L-1.395 ®NAIL FIN ADAPTER E72 FLANGE 1.015 FRAME V.- HEAD -9 E1 FLUSH 1.015 Fes- FRAME HEAD 1.583 1.583 O65 TYP. � 1.007 � O65 .7}48[,,,,,,,T, 1.368 O65 TYP.3 1.015 3.675 1.429 3.175 1 429 3.175 c 1ISERRES SENTINEL 110 ALUM S.H. WDW. (L.M.I./S.M.I.)) CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX (305) 593-6592 E4 MEETING 1.220 RAIL 1.0I00 P Soa .500 • • • 2.505 `✓ FLUSH FRAME SILL 1.220 • 505• ®•• • •• • •• • FLANCjE FRAME•SILL • • • 1.043Uno)11 • • • • 1.301- • .500 1.30.E • • •• • • • • • • •2' • •• •• • 065• • • T4F. • • • • E5 .065 TYP. 1.075 LOCK RAIL •• • • .065 TYP. • 2.440 �••• • • •••• • •• • 1. i4••• 11 • i • • • • 4 1.015 2.195 • • • .745 �--• • • • • • .745 g n I N0 CHANCE THIS SHEET UPDATED TD 2314 FBC N0 CHANGE THIS SHEET UPDATED TO 2017 FBC 2.BtU6F• • • 4 • FLA}IGE FRAME JAMB • E3 FLUSH 2.346 FRAME JAMB 1.043 Enu;E_ 1.692 TYP. 065 Typ_ •••• .490 j .120 .705 1 -=-I E9 .700" O50 TYP. .864 F- GLAZING BEAD .705 @ 5/16" GLAZING O50 TYP. .864 BEAD it - E6 1.015 HAND RAIL v " c •o ^ q o o c < m o 0 1.3.745 .745 �- :--, o N �i ., ^ N ichk. by: 1 1.395--y �'180 1.449 293 1.450 teo .,1 16 8 ��` Axeptance Noj x ,4� �A,.. ,,/ Expiration Date �xx,..•40EN8�c �i _By �i mian Dade Product _ N .70592 _ 1.025 ,65 1.015 .050 ¢ .065 M3 FLUSH FRAME COVER .550 .1_ ID FLANGE .050 ADAPTOR � _d •, 7Epp !(/�� 7., �� S., , .1D"••�c�� 77j t1I A� tt�`` .060 19 SCREW f-�t.a13--I COVER drowing no. W10-03 0 SASH RAIL sheet 9 of 9 MIAMI-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION CE (NOA) 10100 NW 25tree MIAMT-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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 AH.J (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building igh Velocity Hurricane Zone, DESCRIPTION:Series "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing o. - eves 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.dt'thlsl6b$i1g vtllexequot.of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of thi'§:p4ge;1' D e'tv,�dence pages E-1, E-2 and E-3, as well as approval document mentioned above. • • •.. .. 60. . • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DAM COUNTY APPROVED • .•. • • • .• •• • ••• • • • • ••• • ••• • •• • • • •• NOA No. 17-09 • • .• . • . • • • . • • • 7 •' •• • • • •.,xptitttion Date: ep ember 22, 2020 — •Approval Date: November 22, 2017 1 Page 1 0110 • • • • 1100 • • • • • • • • • e • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0410 • • 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 (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 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) Unifoiuli 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 Hurricanq T�s� Ilato iatort, LLC, Test Report No. HTL-0080-0103-10, dated 03/34/1nsiirIe aQdMied,by Vinu J. Abra m, P.E. (Submitted underNOANo.1t-05T•13)•• • ••• • • • • • • • • • • • . • • • • • . • • • • . .. • • . • • ••• it anuel pe ez P.E. Product Contra Exa finer • .' ; ; NOA Na 7- 18.07 :.$xiliration Date: September 22, 2020 Approval Date: November 22, 2017 •.• •-1• • • ••4. . • • • • • • • • • • • . ••• • • • • • • • • • • • • • • •• •• • 1 • •• •• •.• • . • ••• • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5h Edition (2014), dated July 18, 2014, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman 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-5th Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-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, P.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 ere . •. • / i Product Control Ex. "fir • . • • • . . •• • . NOA No. 17-0' ..07 •'. ;. • • . . Expeatan:Date: September 22, 2020 • ' • • • • iipRrd1p Date: November 22, 2017 . • • E--2 ••. • • • • • . • • • • •• •• • •.. • • • • • . . • • •• 0• • •.• • . . . • •• ••. . . 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 FBC 6th Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) 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 InterIayers" 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,•tssued tQ Cot Windows & Doors, for their Series "Sentinel 130" Aluminum fined . ii4dgw•—• 'i41.'approved on 6/25/15 and ••• .•: •:ii� tut expiringon 09/22/20. Manuel Ppf e P.E. • • • •• �, Product Control(E miner • • • •• • • NOA No. 17-0918.07 . '.' • • • : ' •Ex�sirato►r Date: September 22, 2020 . • • • E-3 ' totplarhgl Date: November 22, 2017 •.. • • • • • • ... • • • • • . . . • • • .•. •. •• • . . . • • • ' • • •.. •. 6" MAX. HEAD/SILL CORNERS I /. I /1__-JL ---ter Tr---- 0 48" BUCK WIDTH D.L. OPG. C( so 1rr TI • • • • • • I • • • • • • • • • FALSE MU •• • • • (SURFACE APED) • • • • • LANGFL •�L TGE AtA1TO FRAME oNAL • • • . • SERIES 140 SENTINEL. 4 I t• ` M FIXED WINDOW • • • • • 4PESIGN LAD RATINGS FOR AgeVIIIl *WS TO BE AS PER CHARTS LAD SHEET 2. • • • • ••••• • • APPROVAL APPLIES TO SINGLE, Wei j?i SIDE BY SIDE COMBINATIONS OF FIX./FIX! ER' IIX. WDW. W��R��I. OTHER WWI-DADE COUNTY • •APPROVE6 AVOWS USING N orLQAt55, COUNTY APPROVED MULLIONS ••••••IN BETWE ••• • • LOWER DESIaJ PRESSURE FROM WINDOWS. OR MULLION APPROVAL • • • • • • WILL APPLY TO ENTIRE STSI • • • • • • • • iH15 PRODUC? HAS BEEN DESIGItI!•ARTII[STED TO COMPLY WITH THE REQUIREl NTS GRO WE 2014 ( EDIDON)/2017 (8TH EDITION) FLORIDA UILDING CODE INCLUDING HIGI VE1.0 1$ HURRICANE ZONE (HVHZ). 1BY OR , MUST BE DESIGNED ��t�1Qp,yINRII$TTALLED ADEQUUCKS & ATELY TO 5 R A PRS BY LIED 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-METAUJC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE. RECEN1NG THIS PRODUCT AND SEALJNG 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 EQUAL LEG 8" MAX SHORTER SIDES FRAME WINDOW WIDTH r w —� 0 U � ON 49" FLANGE WIDTH D.L OPG. 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 18" MAX SHORTER SIDES WINDOW LENGTH 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. 6" MAX. CORNERS AYI ITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" ,_W. WIDTH . WINDOW WIDTH I I WINDOW WIDTH I r Tom- -1 —E n — 1 I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SP 2017 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09 2020 By Mlam ade Product Con 1 U 3 17" MAX. STRAIGHT SIDES LAM GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT \`71111111111, `GENSi- O. 7� • ATE OF • [( ORA*, 1O1,•&. %,7`,S/1�AUTALIE ko a 0 0 0 9 6 12 R a a 0 c $ 0 drawing no. W10-02 sheet 1 of 6 • •••• • •••• •• •••• • • • 4B" BUCK WIDTH D.L OPG. 6' MAX. HEAD/SILL CORNERS 16' MAX. STRAIGHT SIDES = o 0 I m • •• • •• • • •••• • 00000 • ••••• • • 00000 • • • • • • • • • •• • •••••• • • • • • • • • • • • • •••• • • •••• •• • • • ••• •••• • • •••• 11 m -iT • •• • • • • • • • • • • •••••• • • • • • • •••••• •••• • • •••• •••••• • •••••• •• • • • • • 48" BUCK WIDTH" D.L OPG. FALSE MUNTINS (SURFACE APPUED) OPTIONAL 16' MAX. STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES 46" BUCK WIDTH D.L OPG. %5• MM,,.. -----1r I I 11 Ir /. I I I I 1L II 11 111l— Tu 16" MAX. STRAIGHT SIDES TYPICAL ELEVATIONS 96" ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/2 By Mla . de Produc ontro, 020 16" MAX. STRAIGHT SIDES 24117 `tt 11111 II11� / "S>o�•�. COMP -ANL\W10-02CGO FAX (305) 593-6592 0 v NO CHANGE THIS SHEET UPDATED TO 2014 FBC 6 5 6 5 0 5 0 s; d rowing no. W10-02 sheetj,iof 6 -,').,3,/1' • • •• •• • • • • • • • • • • • - ••• • 00000 • DESIGN 1AAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF W �U nu v o FIANCE DIMS. BUCK DNS. GLASS TYPES 'C'&'C1' GLASS TYPES •D'&'D1' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) tJG.(+) 1NT.(-) EXT.(+) 1NT.(-) (S-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.L . 3538) 430 TEL. (305) 2680 FAX. (305) 2626978 COMP-ANL\W1 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 i j 42• 41' 35'80.0 80.0 80.0 80.0 41' 40" 61.4 61.4 80.0 80.0 48" 36, 47" 80.0 80.0 80.0 80.0 24" 23' B0.0 80.0 80.0 80.0 �i 54' 53" 80.0 80.0 80.0 80.0 30' 120' 29' 119" 80.0 80.0 80.0 80.0 ; 80.0 80.0 80.0 80.0 36' 35' 72.4 72.4 80.0 80.0 60' 61' 59' 60" 80.0 60.0 80.0 80.0 39" 38" 65.9 65.9 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 24' 23' 60.0 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 D LENG ENSIGNS CAN BE ORIENTED VERTI RIZONTALLV 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' 41' 47' 70.2 70.2 80.0 80.0 39" 38' 65.8 65.8 80.0 80.0 48' 48, 47' 61.3 61.3 80.0 80.0 54' S3" 61.3 61.3 80.0 80.0ri.: BUCK DIMS 14'I 60" 59' 61.3 61.3 0.0 80.0 60' 6 6 6O-0 80.0 DESIGN LOAD CAPACITY - PSF - SERIES SENTINEL 130 ALUM FIXED WINDOW (L.MI I. CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FM. (305) 593-6592 C/2v�4"J 23' 80.0 80.0 80.0 FLANGE DINS. BUCK DIMS. GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'D1' r FLANGE HONE30" 29' 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) tXT.(+) 1NT.(-) EXT.(+) 1NT.(-)`i= 36" 35" 80.0 80.0 B0.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 42' 60" 41" 59' 70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS 46' 47' 61.3 61.3 80.0 80.0 37' 36" 80.0 80.0 50.0 80.0 BUCK DIMS 54' 53' 54.3 54.3 72.5 72.5 48' 28, 47' 25, 80.0 80.0 80.0 80.0 r �{ 1 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 l'' 24' 23' 80.0 80.0 80.0 BOA 19-1/e' 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 50.0 EGUAL LEG FRAME • 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' :71 • • 70.2 70.2 80.0 60.0 48' 47' 77.1 77.1 80.0 80.0 BUCK DIMS 40' 72' • 47" • • • 1.3 61.3 80.0 80.0 53-1/8" 52-1/8' 77.1 77.1 80.0 80.0 • • 54" ••• ••- • • 53' 54.3 54.3 72.5 72.5 61" 60' 77.1 77.1 80.0 80.0 60' 59" • • •• =48.8 48.8 65.1 65.1 19-1/e' 18-1/8' 80.0 80.0 80.0 80.0 61" • 60' • • • • • •480 48.0 64.0 64.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FIN FRAME 1• 24" • • • • 23' • 80.0 80.0 80.0 80A 37' 50-5/8" 36' 80.0 80.0 80.0 80.0 ,.., a �' u . H § , , a R € g 0 ' F r n 0 S • 30' • • • 29' • • • • • • 80.0 80.0 80.0 80.0 48 49-5/8' • 36' • 35' • • • • • • 78.2 78.2 80.0 80.0 53-1/B' 52-1/8' 58.0 58.0 77.4 77.4 I I 42' • • g4� • 41' *Ay • 70.0 70.0 60.0. 80.0 61" 60' 58.0 58.0 77.4 77.4 .- y ± 48' • • • • • 47" • • 61.3 61.3 80.0 80.0 75-1/4' 74-1/4' 58.0 58.0 77.4 77.4 FLANGE ADAPTOR FRAME Z Z • 54" 53" • • • • 54.3 54.3 725 72.5 93-3/4' 92-3/4' 58.0 58.0 76.5 76.5 56' • 55' • • • • • • 52.4 52.4 69.8 69.8 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 "�'1 I ( • 24- : • 23' • • � 80.0 80.0 80.0 80.0' 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS 30' • • ... 29' • • • 60.0 80.0 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 1 36' • 35' • • 75.6 75.6 80.0 80.0 48" 63, 47' 62" 61.3 61.3 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE >. a 42' • • �•• • 41" •6" • •�5'2 65.2 80.0 80.0 1/8" 52-1/B' //55.3 [ 55.3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) N 0 a o 01 a - a o 9 n . S a; r gl „ 2. 48' -b� • • • • 47' 60.6 60.6 80.0 80.0 61' 60" 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION 49" 48" 59.6 59.6 80.0 80.0 Q 75-1/4" 74-1/4' 46.5 46.5 61.9 61.9 DECLARATORY STATEMENT DCA05-DEC-219 o w LL " 24" 23' 80.0 80.0 80.0 80.0 J 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 ulU17j 30" 29" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 `1111Li `‘\. J�®. A� 414 j,/ 0 Ei 7 , ' e .� 9 a c 35" 102' 35" 101' 74.6 74.8 80.0 80.0 37' 36" 78.9 78.9 80.0 80.0 ' P GENE • i C11 •1 a ) : ' �t e''• 42' 41" 65.7 65.7 80.0 80.0 48' 76' 47' 75' 61.3 61.3 80.0 80.0 .7 45' 45' 59.3 59.3 80.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 PRODUCT REVISED - 70592 24' 23" 80.0 80.0 80.0 80.0 81" 60" 48.0 48.0 64.0 64.0 as complying with the Florida Building Code _ Y} = 30' 29' 80.0 80.0 80.0 80.0 NOA-No. 17-0918.07 drawing no. wilo-02 36' 108' 35' 107' 73,8 73.8 80.0 eo.D ANCHOR SPACING TO BE AS PER SHttIS 1 & 1.1 TATE OF :�� Ex Iratl n Data 42" 41' 62.4 62.4 80.0 80.D 72,7020 �� • fCOR10t;.='�\?� M' 43' 59.1 59.1 80.0 80.0 ��,/LrLG6C''7j `\ sheet 2 of 6 M. de reF ducttrot ®�At'1� 3/16" ANN. GI ACC .075" Interlayer Satlex 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 'loran, America. Inc.' 3/16" HEAT STREN'D GI ACC m ALI) 4 FONTS ON L1(ES /1 ® WIDER 36' • ••••.• • • •••••• • • • • • •3/8" AIR SPACE •••••• •• •• • • • • • • 3/16" HAT SfR �'e GLASS • • • • • • • •• • • ••••. •••••• •••••• •• •• • • • •••••• • • • • • • • • • • GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 3/16" ANN. GLASS .075" Interloyer • • • Saflex CP With PET Cora • • By 'Eastman Chemical Co.' • • OR • .090" Interlayer • • Saflex Clear And Color Glass 'Eastman Chemical Co.' O • • • • • 090' Interlayer _ SentryClos • - By 'Kuraray America. Inc.' • • • OR .090" Interlayer Trosifol PVB • — By 'kuroroy America, Inc.' SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 M.I. & S.M.I.) 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 3/16' HEAT STREN'D GLASS .075' Interlayer Saflex CP With PET Care By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS v1 1 SILICONE GEE 1200 CO DOW CORNING 899 DOW CORNING 995 Mal 2A1 ®AT 1/4 POINTS ON UTES WIDER THAN 36' 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'DUANEX' 0R SUPER SPACER 8Y 'OUANEX' AT 1/4 PO NTS ALL SIZES GLASS TYPE 'CO' 1" OVERALL INSUL LAM. G1AS5 (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' At 'D1' MUST BE TEMPERED. (L.M.I. ONLY) tA- GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16' HEAT STREN'D GLASS .075' Interlayer Scflex CP With PET Core 'Eastman Chemical Co.' OR .090' Inter -layer Saflac Clear Md Color Clone By 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas By 'Kuraray America. Inc.' OR 090" interiayer Trosifol PVB By 'kuraray America, Inc' 3/16" HEAT STREN'D GLASS 00 'i PIA v a • 0 AT 1/4 PO NTS ALL SIZES w GLASS TYPE 'D1' 1" OVERALL INSUL LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' SIUCONE a'111 m 00 DOWGE12CORN DOW CORNINGNG 995899 SIUCONE''1 GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 rat l • n Date 09/22/2020 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'DI' -s i 4 2t157 `tt t tillllf// `1\ -(�t to4...0 N COMP-ANL\W10-02CC1 10 0 C c 0 x N o m 0� g N � 43 czu 1.3 05 a U o d 0 0 0 n drawing no. W10-02 sheet 3 of 6 ' TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW FLANGE INSTALLATION DETAILS THRU IX WOOD BUCKS INTO CONCRETE • IBY W000 BUCK TYPICAL APPCHORS SEE ELEV. FOR SPACING • •• • • • • •• • ••• ••• �•L2UAL at • • •• • • • • • ;1111 • • • • • giL weal • 0 • • © !pi._ "�11110 LIO • • • •• •••11•• • • . "." •.. • 1BY WOOD BUSK• • • • . •••• • • • •- TYPICAL ANCHORS • EE ELEV.' •qpR SPACING • • FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES 26Y WOOD BUCK OR WOOD STRUCTURE EQUAL LEG 2BY W000 BUCK OR WOOD STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING �INNi� WWII ill rril rt. biriall © ,) I RICA�L�ANCHORS INSTALLATION DETAILS DIRECTLY INFO CONCRETE FLANGE 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS EQUAL LEG . a C1 TYPICAL ANCHORS SEE ELEV. FOR SPACING '0 FLANGE INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS METAL STRUCTURE EQUAL LEG METAL STRUCTURE x TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK-CON II BY 'HILTI' (Fu=163 KSI, Fy-157 KSI) 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=I55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 4MS OR 5F1 F DRII I ING SCRFtY.S (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 By Miami -Da. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 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 re = 3000 PSI MIN. C-BO HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. S;? , 2ai7 SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.) COMP-ANL\W10-02CGI p C n) 0 O w 0Ei1 G W N nco - p M n 3EC Z §ID aIri o , FAX. (305) 593-5592 0 6 F 9 0 5 8 B 0 3 0 O S B 3 c drawing no. W10-02 sheet 4 of 6 • • • • • • • • • •• • • • •• ••• • • • • • ••• • •• • • • TYPICAL INSTALLATION DETAILS AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3638) C TEL (305) 2848100 FAX. (305) 252-0978 ( COMP-ANL\W10-02CGI) THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MUWONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4" MAX 1111 SEE ELEV. OBY W000 BUCK FOR SPACING OR Si1tUCFURETYPICAL SHIMS E METAL STRUCTURE ®W000 B3 ® A3 �� _,suup, S s SEE FOR SPACING a . ® TYPICAL ANCHORS FOR SPAC aL. • N • FOR SPACING �1 1 • . © s� III 0 1 �� ...evMCC - .�::� f ° • r i II • 0 riitellin� . _ _ �' Pc = m a l w al w CGI Windows and Doors, Inc. 10100 N.W. 25TH STREET MIAMI, FL 33172 TEL (305) 593-6590 FA2. (305) 593-6592 WON_...imilik.._ L��_L,, MIN. �m� WOOD p „ ° 1BY BUCK l� Tl•PICAL AFYCHGRS ,Nnr FOR ELEV. •I FOR SPACING ® I ® > © ® i F. • •• • • • • • • 2 3/8" Mllr i • 1/ BUCK HEIGHT 1/4' • • • GAPS GAP • • Y •• ,, • WOOD STRUCTURE NOT BY CGI 1/2" MIN. 1/2" MIN. 2 3/8" IN. •-• © C2 • • • • t • • s • • FIN FRAME ® BACKBEv _ CAULKING • • • •• POpp-4111111111111 •\`\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING -. • • • ••• #8 SMS (GRADE 2 CRS) -i— �'Di c a "CZ• U m NO CHANCE THIS SHOT NO CHANCE THIS SHEET UPDATED TO 2014 FHC NO CHANCE THIS SHEET S •• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES —��417 i� w"` I Zl— • • �-�• WHEN USED THE MIN. 1i{000 1-l/4° MIN. PENETRATION INTO WOOD •AJRls DEPTH SHALL•AE•2SQ'.• 4IE U5F• QF DEEPEi OR• ,� ME _ • BEVELED WOODBUCKS Ii • • • �ERJlTTL•J� • •• WRAP NOTSBY CGI ® © EXTERIOR • • • BUCK WIDTH BUCK WIDTH a, I; I I 1 MLWMI-DADE COUNTY MULLION- APPROVED MULLION I-,r i1 I MIAMI-DADE COUNTY APPROVED 1 MUWON & MULLION ANCHORS c o o o 'o - = 4 o R . 6 S o 11 11 & MULLION ANCHORS SEE SEPARATE NOA I SEE SEPARATE 1 i NOA 7� ril L :I �i) \_\11\111 IA11�//II, o u o w ..... 0 -..--. 77, o r Y �� _I I- �p • ucErtSF •., PRODUCT REVISED ; 1 as complying with the Florida i' TI .s L -J Building Code NOA-No. 17-0918.07 r f = �_ TYPICAL ANCHORS SSEE PACING FOR1 Expiration Date 09/22/2020 o. a E OF �(/�� drawing no. #14 X 1" SMS. Y it tr T...-.... Mlam ade Produc ontr 1 II/ �N�ALiv\\\\ sheet 5 of 6 .812 1.495 .995 .065 O FLUSH FRAME/FIN FRAME .675 2- .995 0.050 975 • 1•P. • • • • gg44 • ••!• • c • • • GLAZING BEAD (LAM. GLA IS)• • •••4 •• •• �•120 •• c• • • • • • 1 • • • IF • •�y50 1.000 C •�•• .915• �,P'' •••• I �.125 a 44— • • LI� • • • •• •••• .500 1.184 • c • Q • • • • ©GLAZING•t AD (LAM. INSUL U2SA • `LAZING ANGLE (LAM. INSUL GI ACS) • • • c • • 1.550 NI_ .050 1.395 NAIL FIN ADAPTER • •• 1.660 • • • • E6 FLANGE ADAPTOR .180 8 F 1.395 _E.180 aso { .065 FLUSH FRAME COVER .050 8 SCREW COVER ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./BOPPLIER/REMARKS El CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI-123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. N/JL FIN ADAPTOR 6063-76 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-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-T5 - M5 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 t10 X 1-1/4- 2/ CORNER ASSEMBLY SCREW PHL PH SUS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Data 09I22N2020 JEOF ORIDP.. lw Hullo- • COMP-PNL\WIO-O2COI FAX. (305) 593-6592 c R 0 2 P .9 2 6 UPDATED TO 2017 FIC drawing no. W10-02 sheet 6 of 6J