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WS-18-3495Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.. WS-1 1 -18-3495 r� Permit Type: Windows/Shutters Wrirk.Classification: Window/Door Replacement Issue Date:12/04/2018 Parcel Number Permit Status: Approved Expiration: 05/20/2019 29 NW 100TH TER, Miami Shores, FL 33150 1131010180330 1 Contacts PAUL AND KENDRA HANSEN Owner PRESTIGE WINDOWS & DOORS Contractor 29 NW 100 TER, MIAMI SHORES, FL 33150 CRISTINA SCAVUZZO Other: 3057727954 5500 NW 161 St, Miami Gardens, FL 33014 Business: 3058205999 Description: REPLACING 9 WINDOWS TO IMPACT Valuation: $ 10,547.94 Inspection Requests: 305-762-4949' Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $2.20 Scanning Fee $12.00 Technology Fee $4.75 Windows/Shutters Fee $140.00 Total: $220.40 Payments Date Paid Amt Paid Total Fees $220.40 Check# 5463 12/04/2018 $220.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROje nd SWIMM OOLwork. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that allrk ill b doe in'com/liance with all applica a laws regulating construction and zoning. Futhermore, I authorize the above nam o ractor ated.� Authorized Signature: Owner / Applicant / Contractor / December 04, 2018 Date Page 2 of 2 N� �\� Miami Shores Village N 212018 bBuilding Department g 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 sY Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. Li PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS [] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2!7 Ww (go City: Miami Shores County: Miami Dade Zin: 3515CD Folio/Parcel#: — 31of — 018 — 030 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_ VC' u—, NCL4lSr?-'0 Phone#: Address:2-q MW IGb ►�C City: (1i is to; f5bocns State: Tenant/Lessee Name: Email: 0 �315� nS-�123 CONTRACTOR: Company Name: 1 « 64-Ara t.� 6, Phone#: Address: 5'5t:)� Ncy Lai City: State: Zip: 33019 Qualifier Name: G��t7i �— Vc��s� Phone#:('--tP6.) 82U State Certification or Registration M G{3C,12.5 ii87 Certificate of Competency #: DESIGNER: Architect/Engineer: _Phone#: Address: 100�sw 1z AvG City + 13t4-)State: Zip: Value of Work for this Permit: $� si7. 9y 0 Square/Linear Footage of Work: l8 Type of Work: ❑ Addition � Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: _2fR) te.ltla c�►Yldc�l.:s i-o i`(lr, iC�i 'Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ ` Scanning Fee $ Radon Fee $ Technology Fee Structural Reviews $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ _C Z O (ReAsed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address, _ City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit, with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Is issued. In the absence of such posted notice, the inspection will not be aoaroved and a reinsoection fee will be charaed. Signatures )V V OWNER or AGENT The foregoing instrument was acknowledged before me this L _ day of 14a/ 20 (8 by —Rw1 R*--er+ who is personally known to me or who has produced as i� QeER 2? Cp 'r _ o� APPf�O V B` }1GG 141627 1/� • �d%A�ndEd �l0 z Signature CONTRACT The foregoing instrument was acknowledged before me this 13 day of t4!::)1! 20 (o by r� na ' c VCc?ZC), who is personally known to me or who has produced as identification and o did take an oath. NOTARY PUB] Sign; Pri 2 Seal: eER2Z w i Plans Examiner y@nd to. ip`• ubll Structural Review fill l III A r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756,8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Date Print Name e' r Job Name: QRESTIGIEHansen Residence ' WINDOWS& DOORS 29 NW 100 Terrace Miami Shores, FI.33150 Mark $1Ze SQ FT Type NOA NOA Press Calculated Press Wide High 2 74.00 51.50 25.8 HIS 17-0918.09 -65/+65 -40.6/+37.2 3 36.75 51.50 12.9 HS 17-0918.09 -65/+65 -50.0/+38.2 4 111.00 51.62 39.7 HS 17-0918.09 -65/+65 -46.4/+36.4 S 54.75 51.62 19.3 HS 17-0918.09 -65/+65 -50.0/+38.2 7 18.87 39.25 4.8 SH 17-1018.08 -75/+75 -43.4/+40.1 8 73.75 51.00 25.5 HIS 17-0918.09 -65/+65 -40.6/+37.2 9 36.75 38.37 9.0 HIS 1 17-0918.09 -65/+65 -53.6/+40.1 18 73.87 50.25 24.0 HS 17-0918.09 -65/+65 -47.9/+37.2 19 55.00 51.62 1 19.3 HS 17-0918.09 -65/+65 -41.6/+38.2 Note: - openings not shown in the back of the house are existing to remain _t 1 r ml -Ii-ro's Village F „IOVLD� BY DA''F — CRT' hh '11Tt i Al I r-F -FRA' Living Room .• . . . ...... ..... . ••... • . . . . .... . .. . '.. «).. .' `... . " : Bath . ...... . • . .. . i . . . egress Bath 17 NOV 2�0 �20118 ! exist to remain �Bedroom Bedroom 5 exist to to """"19 exist. to --2—,— remain —remain 4 - - -3 18 egress 4 egress 01/09/2018 - 12:09Dm inteml Plan Sheet Store\Windows-DoorsShutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART. 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING I INTERIOR ZONE*PRESSURES 1 Mean DESIGN PRESSURES (PSF) - ZQNE4 - --- Roof Tributary Area (Sq Ft Height 10 20 30 401 (5 _ >% -43.4 -41.6 -40.6 -39. �. 0 -15 ft +40.1 +38.2 +37.2 +36. 3 `9 45.1 -43.3 42.2 41.4 0. / 18 ft v'" +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 1 +45.7 +44.5 1 +43.6 1 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 +503 +48.9 +47.9 +47.1 58.2 -55.8 -543 -53.3- --52-,6 60 ft +53.6 +51.2 +49.8 1 +48. EXTERIOR ZONES PRESSURES _Mean DESIGN PRESSURES (PSF) - ZO AE 5 4f Tributary Area (Sq Ft) fight 10 20 30 40 50 -53.6 -50.0 -47.9 -46.4 -45.2 IN -15 ft +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -57'0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 - ,4- 30 ft +463 +443 +43.0 42.2' S -64.1 -59.8 -57.3 5 - 35 ft +47.9 1 +45.7 +44.5 + 2. -65.9 -61'5 -58.9 7.- .6 40 ft +49.2 +47.0 +45.7 +44, -67.6 -63.0 -60.4 -58.5 157: , 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 1 +49.3 +47.9 +47.0 +46.2 -70.5 1 -65.8 -63.0 -61.0 -59.5 55 ft +52.7 +50.3 +48.9 +47.9 +47.1 71.8 -67.0 -64.1 -62.1 -60.6 ft +53.6 +51.2 +49.8 +48.8 +48.0 EXPOSURE C ENCLOSED STRUCTURE, FLAT TERRAIN TRUCTIONS FOR TABLE USE: EMRH <_ 60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) IDENTIFY THE ZONE OF THE OPENING OR (ZONE 4) OR EXTERIOR (ZONE S) PER THE )RE BELOW LEFT OR INFOR ON PA OViDED YOTHERS. 1.1. ANY QUESTIONABLE' lJ?;ft lr 4S-TO_BC40NSI D THE MORE CRITICAL (EXTERIOR) ZONE W IDENTIFYMEAN ROOF HEIGHTICANNOT,� ?' PEAK (HIGHEST) ROOF HEIGHT. ,B VE FROM THE LOWEST GROUND ELEVATION. IF 2.1. ALWAYS ROUND UP lk(E t NE TA'�LE VALUE. 2. VALID FOR ALL ROOF 5SlL0O E� S: F ILSLO,.[t"" f1 EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARYIREA_OR�tjE.OPEraty, STION AS THE GREATER OF (HEIGHT * _ TH) OR THE SPAN LENGTH (HEIGHT)-AF."F�`Efi1TVE WIDTH OF 1/3 THE HEIGHT (HEIGHT z / 3). 3.1. USE THE AREA BETWEEN STRUCTURA - OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER ., 4�TRIBUTARY 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. S. 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. GENERAL NOTES: ASCE 7-10 SPECIFIED. BE LESS K- 4.INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. 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 IWFJjED HEREIN. 10. THIS SPECIFICATION DOES NOTrpFFER-ANY. PRODUC1-A►P D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER C LS-FOR-DESI�STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T¢ Y-& ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR ECTIO ,.�5f DiANCES. 12. NO CERTIFICATION IS OFFERED RITEY�'Q HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE, EREIf /� IDITIQN_ ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. EXTERIOR ZONP S�6 t QF REVGHT EXPLAINED LEAST HORIZONTAL C cn m to z fn 0 T � -r INTERIOR ZONE 4 , v,n z x o „ o = " ,•• DIMENSION mD'G)m 0�pm mOZC�)�Z a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF A N ROOF PEAK ROOF .-Z ^� Z C V m'T Z -ii HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 rn O O 3 -DI i x • .sl r rTi X �l HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. 70 O D D 2 a ^''^ C z w N Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O in emir z i �0 T-'- D n�OI 2 m M REQUIRED. ROOF 2 5 4 moz14vszm�o0z= rn 3 MEAN SAVE HEIGHT G) 0 Z w�n T m 3 D M 0 -� D D a ya� ROOF ROOF \ �rn DYza�ODz:9 �O� r- ' I HEIGHT HEIGHT • • • • • • • � D H M O n 2 G) r N �-'m S n Do r--r M O • • •• • • mOiOz2zm M O X0 ril • • • • �2� zmGT-D'A 1 a PLAN VIE�� � • • • � -?4' zz c m m m Ill � � COMPLEX om m � M -1 Zxx m � _ V) -n z (- ELEVATION ISOMETRIC CORNERS • • 5 5 • • • : • .a H v X y O D O s REMARKS _ (NIT ISSUE GSS GSS CHKD TSB DATE 03/05/12 6TH EDITION FLOR�I��t UjLDj1%G•CQp ENGINEERING a EW, r 3 m s 2'C)17 ' ' ® EXPRESS °° o � „ o o REV-ADJUSTEDHEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/16 w m __ Z L_r_ rn UPDATES, 2017 FBC FLB FLB 12/17 z 2 m ASCE 7-10, CHAPTER 30 CORP-T° OFFICE:lo 160 SW 12th AVENUE, SUITE 106 3 f m �� - z _ DESIGN LOADS FOR COMj'0 ENTS•& ELADINNG• • y - 1" V c, • • • • • • • MASTER PLAN SHEET'.' . • • • . • DEERFIELD BEACH, FL 33442 P:(954)354-0660 F: (954) 354-0443 m � � (V- z = 0 0 t„�, O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT • • • • • • • • • • • • • • 1 • • • • • • ASCE 0 vAND WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR CERT OF AUTH #9885 E: HELLO@ENGINEERINGIXPRESS.COM" 3 O z m m PERrAnTEOAND INvaLOATeOUR cERnRGATxx+. 1 co ® ENGINEERINGEXPRESS.COM WINAREM M1AM1•DADE MIAMI-DARE COUNTY • 1111il Now PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy 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 jesting and tte•AW may immediately revoke, modify, or suspend the use of such product or material within tbEi ; urisdictioq. RER • - reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Gouaty Progfi"Control.... ;. Section that this product or material fails to meet the requirements of the applicable ix i"xg code. This product is approved as described herein, and has been designed to comply •*�e Florida Building • Code, including the High Velocity Hiuricane Zone. ...... .... ..... DESCRIPTION: Series "Sentinel 110" Aluminum Single Hung Window — L.lq 1! • • � � �. • • APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel *1.10•Alum. S.14. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09129119, prep�i;g�Dy Al-0 • •• • • Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mia.su-Dlde County Product;....; Control Revision stamp with the Notice of Acceptance number and expiration dMe by the 9163m*i~Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively. affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 1 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510. 11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ;...;. along with marked -up drawings and installation diagram of a seV'pa ff PNC fixed • • • : • window, to qualify DuPont "Butacite" PVB interlayer, DurasealiLand Sup$f43113cer®....; • insulating glass spacer, prepared by Certified Test Laboratories; 44st•Report T-;o. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh V. Tatei, 1?1�. •. • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per$C. TAS 202-94 ..."• • • . . ..•••• ..... 2) Large Missile Impact Test per FBC, TAS 241, 9.,� • • .... • • .. • • • 3) Cyclic Wind Pressure Loading per FBC, TA& 2; 03.94 along with marked -up drawings and installation diagram of a series '71400 P.,V.. loject• • • • • out window, to qualify DuPont "Butacite" PVB interlayer, Duraseaft and Suer Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, T-j t l eport • • 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 04116115, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P ez, .E. Product ControlNtl&08 iner NOA No. Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. fqrj�ii "SentryGlas® (Clear and White) Glass Interlayers" dated 3/2iw, ex�irin� on • 07/04/18. •••••• • ...... . ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americl Anc. for their . "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring qa s1'Y;1/16i • • • • • • • •: 3. Notice of Acceptance No. 14-0423.15 issued to Eastman ChemStftY Company(MA) • •; • • • . .... .... ..... for their "Saflex CP — Saflex and Saflex HP Composite Glas,� grlayer;wiTk 000 • • • PET Core" dated 06/19/14, expiring on 12/11/18. ...... . • 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical tomViVr 1VIA) ...... for their "Saflex Clear and Color Glass Interlayers" dated Od/19J24, expiring on ; • • • •; 05/21/16. 000000 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 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 i 10" Aluminum Single Hung Window - L.M.T. approved on 02/05/15 and expiring on 09/22/20. Manue er P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by 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 6' Edition (2017), dated 09/29/17, prepared by AI-Farooq Corporation, signe%4ud. sealed b Javad mad, P.E. • y . . D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources.WR) .. • • . • E. MATERIAL CERTIFICATIONS .... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Americ r,-fnc. for*Pegr "SentryGlas® (Clear and White) Glass Interlayers" dated 0$72IM, expiring on 07/04/18 . • ... • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amel-144, jac. fort(r "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated (TWIM7, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Safleg CP - Saflez and Saflez 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 "Safleg Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 611, Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel re , P.E. Product Contr E,y1ammer NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 53 1/8" !TINS APPLIE FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (BTH EDITION) FLORIDA BUILDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Lc 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 DE REVIEWED BY BUILDING OFFICIAL. 52 1 /All JTINS APPLIED) FALSE MUI (SURFACE APF OPTI EQUAL LEG FRAME W42187AI MN�iTI:Qm CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • •• • • • • •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 57 1 /R' FIN FRAME 8 � � 0 r ry 0 E o LAMINATED GLASS INSULATING LAM. GLASS 6 LARGE MISSILE IMPACT ° = ffi S o SMALL MISSILE IMPACT o m o c vy ``IIII111IIII////// [�- .10692PRODUCT REVISEDu—plYlnB with the FbxkbBuildingCu& Ar Ac pml hb �lg B Expimt Detc �� ATE aF - drawing no. Ism. �..� W10-03 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'8'A1' GLASS TYPES 'B'A'B1' WIDTH HEIGHT WIDTH HEIGHT EICT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/e' 26-1/2' 37' 49" 53-1/8' 26' 18-1/8• 25-1/2' 36' 48' 52-1/8" 25' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 BUD 85.0 19-1/8' 26-1/2' 1. 49' /8' 38-3/8' 10-1 /8' 25-1/2' 36' 48' 52-1/8• - 37-3/B' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 750 75.0 80.0 85.0 /8" • ' /8' F 50-51W 18-1/8" 25-1/2" 36" 48' 52-1/8" 49-5/8' 73.0 75.0 80.0 85.0/2' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 /e' 26-1/2" 37' 49' 53-1/8' 63" 18-1/8' 25-1/2' 36' 4B' 52-1/8' 62" 75.0 75.0 80.0 85.0 75.0 75.0 BOA 85.0 75.0 75.0 00.0 55.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 a8.0 19-1/8' 26-1/2" 37" 49• 53-1/5' 76" 1B-1/8' 25-1/2• 36" 48" 52-1/8" 75" 75.0 75.0 30.0 55.C1 75.0 75.0 80.0 65.0 75.0 75.0 80.0 85.0 75.D 75.0 B0.0 85.0 75.0 75.0 BQO BSA 19-1/e" 28-1/2' 37' 46-1/2" B5' 18-1/8' 25-1/2' 36" 45-1/2" 94• 1 75.0 75.0 80.0 85.0 75.0 75.0 60.0 85.0 75.0 75.0 80.0 a5D 1 75.0 1 75.0 80.0 95.0 WIDTH i x w x 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 RINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'k•A1' GLASS TYPES 'B'&'H1• WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EKT.(+) INT.(-) 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 B5.0 26-1/2' 31' 33" 37' 43' 85" 25-1/2" 30" 32• 36' 42" 8+' 70-5/8" 75.0 75.0 SO.D 85.0 63-5/B' 75.0 75.0 80.0 85.0 60' 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 $0.0 85.0 45-1/4' 1 75.0 1 75.0 60.0 1 85.0 UNEQUAL LITES (ORIEL TYPE) )S TYP. BUCK DIMS )¢" TYP. Is- FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME M �! o ,Y 1 0 0 "O h z M TW1 f Q f Z N CL D. s G o DO�m U N a�W O� aR- o 0 IL 0 0 O Sw 0 u"ZC- � Jim J < zW Z C BUCK DIMS • RN FRAM • • i • • • • • • • • • • ```A 1111111t/1f7777 BUCK DIMS N � • • • • • • • • • • • • • pRODUCF REVISEID • • • • • ,s,.-plying With ft Fh rwa li C 3 d • • • • • • • • 3vikling Coco u FL44GEMDAPTOR FRAME • • • ScmptanceP(o1 OIB.0 • • •• • •• •• Expiration Date ?A TATE OF � fy�� drawing-v no. �� • • FIANGEyI�s i • o�DR•' a�� W10-03 `IIInAtfen'�/2f17, �_ ,�C9.� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" AIR 1/8" ANN. a F 1/8" ANN. GLASS .075" Interayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas OR Kuraray Americo, Inc.' 090" Interloyer Trosifol PV13 By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE M1 _ GE 1200 DOW CORNING 899 'I DOW CORNNG 995 M4 AT 1/4 POINTS ON UTES WIDER THAN 36' GLASS TYPE 'A' 5/16" OVERALL LAM. CUSS (L.M.I & S.M.I.) ANN. GLASS .075" Interloyer Saflex CP With PET Core 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interloyer SentryGlas By 'Kuraray America, Inc.' OR .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' r1/8" ANN. GLASS 1/4" AIR 1/8" HEAT STREN'D a SILICONE GE 1200 3 M1 DOW CORNING 899 DOW CORNING 995 %L EDGE SPACER ST. STEEL BY 'CARDINAL' OR a' DURASEAL BY 'QUANEX' OR a E9 SUPER SPACER BY 'QUANEX' W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 0.70" OVERALL INSUL LAM. GLASS (L.M.I ONLY) (S. M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'At' & 'B1' MUST BE TEMPERED. a a �W. W GLASS erloyer P With PET Core man Chemical Co.' erlayer lear And Color Glass man Chemical Co.' arlayer is ray America, Inc.' erlayer PVB fray America, Inc.' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 POINTS ON LRES ...__.. .HAN 36" GLASS TYPE' 5/16" OVERALL LAM. CLASS 1/8" HEAT STREN'D GLASS .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090" Interloyer SentryGlae By 'Kuraray America, Inc.' OR .090" Interayer Trosifol PVB By 'Kuraray America, Inc.' r1/8" HEAT STREN'D GLASS ONE gn200 5 CORNING B99 CORNING 995 PRODUCTR6VfSED as complying with theFbAftAX► EDGBe SPACER • • ;"'dregCdo +U4Ar ST.6TE� B•'CORDINAL' AcccOR • •• • bUTASEtlbtQ WSNPEft • �A(,LR �'QUANEX' NmadsKWS ALL SIZES • Gh1� L' 1 ••• ••• ••• p.7 P, INS OVEFgLL UL. •CLASS • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �V zm oW q Ooryo` WN O;oC 0tRl� p ur sr4i i4 0 O a o a o o0�a � u)0.! N Q W 7 LL 6 JOHC J Q�1mi k' 0 1 92 1' TE OF '•I{Z� drawing9 no. .. .• e'er W10-03 TYPICAL ANCHORS SEE ELEV. 113Y FOR SPACING WOOD BUCK Y�-FDG DIST. a F O LO 0 0 0 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL FLANGE & FLANGE ADAPTOR FRAME �q.V In 0 1 Z o FF--------------- --- 0 o f=Lee j l MIAMI-DADE COUNTY APPROVED I i w g p in N I MULLION do MUWON ANCHORS III Z tt al 3 0 pIST. SEE SEPARATE NOA 1 e o N i EDGE DIST. 51 ; I /a�yy 51 ty v ��m t� C&oo 8 TYPICAL ANCHORS TYPICAL ANCHORS 0 'aI-y ofSEE ELEV. SEE ELEV. 9y p e FOR SPACING FOR SPACING Q w j [� 6 �ZN: eJ � ro p 2 3/8' MIN. -� I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. 2 1 • • C O •• d r'e .r .. Z a • G qI •� EDGE DISTe s. a • ' I TYPICAL ANCHORS '• • • • 1BY SEE ELEV. „ • • • WOOD BUCK FOR SPACING • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Q m E MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING a 1 /4" DLA. TAPCON BY 1TW' (Fu=125 KSI, FY-100 KSI) J � 1/4" DLA ULTRACON BYCo. (Fn-177 K51, Fy-155 KSI) v U INTO 2BY WOOD BUCKS OR WOOD STRUCTURES o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) a n THRU 18Y BUCKS INTO CONC. OR BLOCKS p w � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) c 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ¢ DIRECTLY INTO CONCRETE OR BLOCKS o rn O FN o in �_ � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 NM 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) z -OU 3M F C ZLL 14 SMS OR SELF DRILLING INSCREWS (GRADE 2 CRS) W N 0 0 INTO MLAMI-DADE COUNTY APPROVED MULLIONS w E �oa� CJ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE O ALUMINUM: 1/8" THK. MIN. (6053-T5 MIN.) n STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 8 (STEEL IN CONTACT WITH ALUMINUM 70 BE PLATED OR PAINTED) a R o TYPICAL EDGE DI TAN c O INTO CONCRETE AND MASONRY = 2" MIN. g 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 Vc = 3000 PSI MIN 2 ° h a .; _ g g g g • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fern 2000 PSI MIN. o m • • • • • PRODUCT REVISED • • • • • • • rs complying with the Flo" \h1111111111 //��' • • • • • Building Code • hrccplmoce Na ! /010.0p8�p 'P.• vG • °• • • r`;uni • T'IMCAL ANCIMRS • 111/// . ' }; 3/ ,• u • EE ELEV. • • TATE OFF drawingno. • • FOR SPACING. • «` W10OZ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TT TYPICA FC WOOD LIT "'VGE & FLANGE ADAPTOR FRAME ANCHORS V. 4CING BUCKS :Al- ANCHORS ELEV. SPACING ••• • • • • or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE ADAPTOR FRAME U U 4 I 0 z mn 3 a O W U ,off' OtR,m v00gm M Gaon 8 0 L—: a 0 Q W U. LL_zzy: m Q13mf k' ui J � psis INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c m n o a ^ $ PP.ODUC'T REVISP.D • $ $ o asrn plying wlihibeFkdb < mEHE Building C.I. y Ac<cptm No r/'•�0� 8 �Xi\i llllliii E, fz> �. ;,yZ�g� � of •� y, uCENgF-••!V N • I � rumi zm PxoPo+sf % o Na. 7j1592 OF•Iy�` drawingo no. �i1� SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL LO 9 y N EDGE DI v \ TYPICAL ANCHORS SEE ELEV. �. 1BY t FOR SPACING WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/� 2 3/0' MIN. \� • WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%-. -Wl•USt t7F DEEPER OR BEVELED W00DiUCK3 IS PERMITTED. • • • EQUAL LEG FRAME fi---------------- r__ _ __ _____ _____il II MIAMI-DADE COUNTY APPROVED II I MULLION h MULLION ANCHORS I I SEE SEPARATE NOA II EDGE DIST. - I :HORS FOR SPACING •• • • •• • • • • Qom. 9 . •'�s.. i PfiODUCTRGV19ISD • • • • • • • • • �-:. nimpiying with the klmtb • • • • • • . • • . • Duiwing Code d-• • Accep1�10 • • • • • • Expirae fjj I}� F-ul Minmi adr, Product 0 0 • • • • • • • • • 2t • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-OADE COUNTY m4"U Z m O y 0~ q OWN` m a0>-Mo 0H< I W j It a 2 ul M 1 0 yJty Q W m F i N o o ^� f f N . \,TYPICAL ANCHORS \ SEE ELEV. FOR SPACING o S o m u o 1LIIIII1111j1 i O E• o No. 0592 .. STATE OF drawing no. ;tom°P:'.�� ' W10-03 ILLUSTRATIVE OTLS. ONLY TYPICAL ANCHORS SEE ELEV. FRAME EXT. OR INi. FINISHES E11 FOR SPACING to 0 NOT SY CGI i of Z h 1 1 /2" 3 HOUSEWRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING v o p NOT CGI U (AZ E1 ,48 SM$ (GRADE 2 CRS) INTO 2BY Q W�Oy�V a N X I --- BP.CKBED WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD Q U y Q a'r1 CAULKING M2 0XZ4o G 55 Q °ayK � LL o 0 i ii Ms ,j u 0 awmP� E"+ I II SWEEP LOCK g N E6 OPRONAL TO EGRESS LOCK , tj ro C AT SILL o o O ES WOOD STRUCTURE 1/4" MAX. NOT BY CGI GAP BUCK HEIGHT 1/4' MAX. GAP v=i v OO � W � E4 � 1/2" MIN. 1/2' MIN. �Oy W Y O 0f- W U n to N rn to YY ; I II Z U N cz-j^ i N 30 n a BACKBED CAULKING N U` O 4 U o I O z u �3io E,�2� Q CL S4N 1 HOUSE WRAP E6 NOT BY CGI o o o g o m E3 Ee EXTERIOR M9 • • •4 • • • • • • • R.L. OPG. o S o $ 14 • • ;atnnLlcr ttevtse� BACKBED • ... plying with F • • • I 1"/ EZ CAULKING • • • • • • t • • • • • • • • • • • • • .1fi- 3.L4CPt'ance Tb Jt-lwl^I AN " -"-•-' o i "� • • E.:Isirclion Date 10 `\\\\ ' HOUSE WRAP NOT BY CGI _ + imni a. e. UeuC'on>kTfll " _ No. T _ e • • • • • • • • :Y liii TATE OF W� /� drawing no. 17 TYPICAL AN SEE F1EV. • • • f • • • • �i ...... ��� W 1 O—O3 FOR SPACING • • ///Y TONAL �' \\\ 1I1111\I\ sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �U ro �_ 0 Z ti 3 b n F <ZZ y C O�ivim� c) o QaomF<a� Q tt¢ d Q N LL Z V W N F K O v U C 3 0 3 N n = V O xx Q 4 1n o c O F^ o A N w 3 NM I z O a 3 ��7 c Z 30 ,o °i N U -� c°Ro � Is �vFn mohgaa • •• • • • • ••• • I'RODUcTRmnsM Ir O • • • • • • • • • g1 cumWMmg with �1L1111111 11N PTtlf� �` �1�.� ,o • • • • • • • • • • • • 3.11ding Cede cceptmcoNo )7 ). i �`� m �� P• EN ... I .A ii-imtion Date i • ••• BY ••: ••• ••• Mimi mk Product Q 70592 • • • ••• • • �• drawings no. • • • • • • • • �' 41it3 ATE OF .••!(7�� • • • • • W10-03 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLTER/REMARi(S E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CCI-102 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6083-TB - ES CGI-104 1 LOCK RAIL 8063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6063-T6 - Ee CGI-107 AS REQO. 5/16' GLAZING BEAD 8063-T5 - E9 CGI-10B AS READ. 0.700' GLAZING BEAD 6063-TS E70 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063-TB - E11 CGI-110 AS REOD. NAIL FIN ADAPTOR 6063-TS - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI-382V AS REOD. GLAZING BULB VINYL (OUROMETER 75-60 SHORE A) PVC M2 CCI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 A5 REQD. EQUAL LEG COVER/SHIM, 3' LONC AT ANCHOR LOCATIONS PVC - M4 - 2/ IJLE SETTING BLOCKS EPDM DUROMLZER 8Ut5 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. - 2/ WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV.Mt1 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUN. Mfg CCI-129 f/ WDW. EGRESS LOCK ALUM. SULLIVANM13 CGI-131 2/ WDW. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.505--yII 1.745 .811 .745 •� 2.505 81 1.245 1.550 � 62 I 'Y Z M � o n .745 .065 L f. yZj eM S6o 1.015 I 1.015 4-- 050 1.395 I �7 M E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Eft NAIL FIN ADAPTER a I I �ONy CL N W m M d a 2 m pawn-0. 00�aK Q lY 7 z M iii 1.583 1.583 065 nP. 1.007 I••- .745 I�L2.1131.Itril- 1 065 TYP. 3.675 1.429 3.175 1.a29 3.175 1.015 1.1 VENT TOP CORNER a Q yZj m f F 1.000 .500 j.500 t.220 E4 MEETING RAIL FRAME TOP CORNER h \ w m c - 7- 7 2.505--1 1^--2.505 E14 FLANGE FRAME SILL O FLUSH FRAME SILL 220 3 i = i 0 v � tj 0 .500 1.301 1.301 1.043 ? L U N C .065 F 1.788 O65 82 z1- D rN rn N m 2.440 TYP. .065 TYP 2.440 - 1.Ots .f"Ji 0 rMr r1 U 3 J N Zoo 1.915L 1.015 O LOCK RAIL I I FRAME BOTTOM CORNER VENT BOTTOM CORNER w q �•i o U o W il 2.195 .745 2.846 E13 .745 2.346 O `o_ r FLANGE FRAME JAMB FLUSH FRAME JAMB 1.043 1.892 TYP. nP. n € 3 o 490 .705 .050 TYP. � .120 .705 • ••••••RAIL eaODUCTREVISED FjAND • • • • • • • •• • • • • • • • • • p c < m O 5/16" GLAZING BEAD E9 .700" GLAZING BEAD • • • • • • • • • • • as com t in ith the Fiofide PY B`" 1111111 i1 [1viMinc Cndc \\11- 1.395 180 1.449 1�395• • • .745 • • • • • ,1�ce trance iJo] -i 1 a \\ �n! Mom_ /i Erpimtkat i>ate ��� Q'• 1+::•••..• "�9, •V•��� �. viceNSF ., 1.aso .180 11Y_ `. N o N o . .050 .065 293 .060 I �• ••� • 1.0• 2C• • 11.011 • • 6. 5 I • • Minn Dade Product .7 2 ••• �.� • .s50 •050 • • • • �� 1 d'� a 1. u 1.413--1 . 6 • • • • • OF •®'•, TE • • • • •` ' •. DP.••' r ���//S/•. •• W10-03 O• M3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL Ef0 `G�(�\`� FLANGE ADAPTOR ////111A`It1\\ sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE) NIIANII--DADS COUNTY, FLORIDA • fling PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window.- L.M.I. • • • • • • • • • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 1l0 •Alum. Horiz. ,Sliding . • Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03t29/:6•with revision "H"• • • • • dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Eilii E!, P. E., bearing the, .... Miami -Dade County Product Control Revision stamp with the Notice of Acceptanve number and expiration* .... ..... date by the Miami -Dade County Product Control Section. . • ...... .... . 0 ••••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. • .. • • 0000 • ...... LABELING: Each unit shall bear a permanent label with the manufacturer's WhId 4 logo, city, state, •. series, and following statement: "Miami -Dade County Product Control Approved, unless othcrwi�ee•noted• 00000 herein. • • •• •••••• • .. . RENEWAL of this NOA shall be considered after a renewal application has been filed and thefie ilas been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15--0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI-DADS COUNTY NOA No. 17-0918.09 Expiration Date: September 22, 2020 /01 Zril-I Approval Date: November 02, 2017 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series $enti;Lel 120 aluminum horizontal sliding window, prepared by Certified •Test•Labor!f(3ries, Test..... Report No. CTLA-3062W, dated 07/07/15, signed and sealed ty :kamcj,.'.. Patel, •, P.E. ....• .. . ...... 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading p�; �3C TAS 2q2-94 ; • • • • 2) Large Missile Impact Test, per FBC, TAS 2(ll. '..' ..... 3) Cyclic Wind Pressure Loading, per FBC, TPJ 2Q3-94 • • • • • • • • • • along with marked -up drawings and installation diagram of a •series fixed M dow, 0"0.' qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super �pacerQ insulating • .;: glass spacer, prepared by Certified Test Laboratories, Test Report No. C=A-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.L-. • 000000 • (Submitted under previous NOA No. 15-0512.05) ' • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTLr0080-0102-10, dated 06/04/10, signed; an0• 5ealecl• Vy Vinu J! • • • ; • Abraham, P. E. • ...... . ...... (Submitted under NOA No. 10-0510.12) • . • ; • C. CALCULATIONS • .... . .. ..... 1. Anchor verification calculations and structural analysis, coMJZ Ng with' FUC 5` •' • • • Edition (2014), prepared by AI-Farooq Corporation, dated OV/17/15 roused on • • 05/11/16 , signed and sealed by Javad Ahmad, P. E. • . . . . ...... 2. GIazing complies with ASTM E1300-09 • • D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. G ge M. Plasencia, P. E. Produ t Control Unit Supervisor NOA No. 17-0918.09 Expiration Date:' September 22, 2020 Approval Date: November 02, 2017 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 144423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon, P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056.WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, Mated WTV15, am•••�• issued by Certified Test Laboratories, all signed and sealed by Rtmeth C. VgQt.P. E. •. (Submitted under previous NOA No. 15-0512.05) • • • • • • • • • • • • 5. Testing Proposal issued by the Product Control Section, date4* /16/14. signed by••••; Jaime Gascon, P. E., Section Supervisor. • • • • • • • • • • • (Submitted under previous NOA No. 15-0512.05) • • • • • • • • • • • • • • • 6. Laboratory compliance letters for Test Report No. HTL-0d80 1-10102-107 issued by***:* Hurricane Test Laboratory, LLC, dated 06/04/10, signed and• scaled •by• Vinu J„• •„• Abraham, P. E. •••••• (Submitted under NOA No. 10-0510.12) • • • • • • G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G -- 1.�1 orge M. Plasencia, P. E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. • G • e o • 4. Notice of Acceptance No. 17-0712.05 issued to Eastman CheCalComp�,v;(MA) �•, for their "Saflex Clear and Color Glass Interlayers" dated 001=7, expiring on "'•" e•e0G• 05/21/21. 0960 •Goes• • G .... . .. o o r .. F. STATEMENTS ...... .... ... 1. Statement letter of conformance to FBC 51h Edition (2014J'arid•FBCo6""Edition•G (2017), dated 08/30/17, issued by Al-Farooq Corporation, sig>?M�p sealed I).y JavadG Go • Ahmad, P. E. •••••• G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Prqduct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-4 in 6' 5' MAX, In _ MM%. TYP' HEAD/SILL J E jV Na �3 I / 1 i L 3 0 �, 6 II U F u „ F II /. 6 O I1 II /I a K� n �� n u B I 5 II I I D I I S FALSE MUNONS� AODL. ANCHOR RE00. (SURFACE APPLIED) 32 7/8- 32 7/8� AT CEMER OF ALL PANEL OPTIONAL D.L. OPG. D.L OPG. FI%ED OR OPERABLE ABOVE 30' PANEL WIDTHS 36 3/8" AT HEAD/SILL VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME FIN FEP-ML EQUAL LEG FRAME ENTINEL I20 �= ALUMINUM HORIZONTAL SLMING_WODOW o � oa DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMOINATIONS Building Code _ �^ OF H.R./H.R. OR HORIZONTAL ROLLNG WITH OTHER MIAMI-DADE COUNTY NOA-No. 17-0918.09 APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Da a09/22/2020 SIC IN BETWEEN. 9 LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL By N I� Mlam eproduct Control WILL APPLY TO ENTIRE SYSTEM. U „ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDMON)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HWZ). INSULATING LAM. GLASS IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE QESIGNED )qr�J INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT .° o e 8 8 TU THL•BUICOINC IMUCTURE SMALL MISSILE IMPACT • A •HO • •BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • N& sww _ •M4ER14L�DLL BCEt9EYONOSWALL DRESSING ORE STUCCO.CIFIED EMBEDMENT TO BASE\N\�{�11 AH IT�'w LOAA DURATIA SINCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT .7 2 B' • JOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE I E�IUIREMERr: RIF TN L• P014/2017 FLORIDA BLOG. CODE & ADOPTED STANDARDS. ;• 8 `.. jHIS PRODUC APPRO L IS GEN RIC AND DOES NOT PROVIDE INFORMATION [(J� • FOR A•SITE �ECIFIC ROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY ', OF �(/\ drawing no. • OF STRUCK EC THIS PRODUCT AND SEALING AROUND OPENING FOR p �� !!__ RID ,..• o y'ATER INFIL ON R ANCE ETC. W O — 8 O`DNDDTONS T SHO IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, sheet 1 of 11 AND TO BE REVIEWED BY BUILONG OFFICIAL./111111/1 S ••• S ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • 000 • 0 0 ••• 0 0 TYPICAL ELEVATION 171" FLANGE WDn IR�w o 5 1/2" a n HEAD/SILL 5" i Z y W 13 z Al MTG.Typ STILE �° 0 " N TZ U I /'f' O O V y h u m o i 0acp� C Z. gI 5 �5J a W In f F I �m O nl v C I FALSE MUIMNS �ADDL. ANCHOR READ. m (SURFACE APPLIED) 24 1/2' 49 5/8" AT CENTER OF ALL PANELS O n OPTIONAL D.L OPG. D.L OPG. FlXED OR OPERABLE ` O ABOVE 30' PANEL WIDTHS 0 w v 28' AT HEAL?/SILL F VENT WIDTH VENT WIDTH C w FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME � NNMb 0 7 h 110" o _. a 3 � L) w C� U N C� e N m n O • • • • • • - •� .j o . O as oil • • • • • • • • • • • \VIII11111111///''' o • • • • • �J�D_!4Fp.,� 1 • • • • •• �� g: vsF " 11 PRODUCT REVISED 70592 — as complying with the Florida = — �• Building Cod. • • • • • • • • • • NDA�Io. 17-0918.09 = - a • • • • • • • • • • Expiration Date 9/22/2020 OF •((� drawing no. • • • • • • OP,.•' ��� VENT WIDTH • • • • • • • • • • • • Miam a ' rotluct Control '/sOS� G� BY FIN FRAME ��/� o��l l% N sheet ,1 oT T T m �d FLANGE WIDTH 6' MAX. HEAD/SILL 5" MAX TYP. STILE � 5 5 _MTG. E I, II II I. F li ii F g F — II 8 II II 6 I i II II CV�J -- II II II �I it II D 5 II II AT - FALSE MUNDNS (SURFACE APPLIED) OPTIONAL 24 1/2" TT - ' ADCL. ANCHOR R£OD. A7 CENTER OF ALL PANELS D.L OPC. Fl%ED OR OPERABLE ABOVE 30' PANEL WIDTHS D.L. OPG. P8• AT HEAD/SILL - Bucl< WIDTH 5 1/2' 13 5/16' MAX. 5" MAX, MAX_ HEP.D/SI EI II II F II II II it F u II II II II II ii II �i 81 II II 11 II u u 1 S u I I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. RUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'A1', 'B'k'BI' GLASS TYPES 'B' k 'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) DR.(+) INT.(-) 26-1/2- 37, 53-1/8" 74' 26' 25-1/2' 36" 52-1/8" 73' 25" 6-110 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2- 37' 53-1/8' 74' 38-3/8' 25-1/2" 36, 52-1/8' 73" 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 1 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' 53-1/B- 74" 50-5/6' 25-1/2" 36' 52-1/8" 73" 49-5/8" 85.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37' 53-1/8. 74' 53" 25-1/2" 36' 52-1/8" 73' 62' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 60.2 602 B0.0 90.0 (1/2W) (1/2W) � G OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR DX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL Gus£ TYPES 'A'k'A1', 'Yk'Bl' GLASS TYPES 'B' k 161' GLASS TYPES V k "I. WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXE(+) INT.(-) EXT.(+) INT.(-) 55-3/4" 6-15/16 83-1/2" 26' 54-3/4' 7-15/16 82-1/2' 25" 85.0 65.0 80.0 9010 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4' 8-15/16 8.3-1/2' 38-3/5' 54-3/4' 7-15/16 82-1/2- 37-3/8' 65.0 65.0 80.0 90.0 66.0 65.0 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 1 80.D 90.0 65.0 65.0 55-3/4' 8-15/16 83-1/2' 50-5/8' 54-3/4' -15/16 62-1/2" 49-5/8" 65.0 65.0 1 80.0 90.0 65.0 65.0 - - - - 65.0 85.0 - - - - 65.0 65.0 55-3/4' 8-15/16 83-1/2' 63' 54-3/4' 7-13/18 82-1/2" 62- 65A 55.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - 85.0 65.0 (1/3W) (2/3W) i r G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' 14" TYP. BUCK DIMS 4" TYP. BUCK DIMS FIANGE FRAME EQUAL LEG FRAME FLANGE DIMS _ ES E4 STQ. MTG. RAIL: E4 • • H.D. MTG. RAIL: PRODUCT REVISED as camp% [ with the Florida Building Code V NOA-No. 17-0918.09 Z M r•- Explration Date 09/22/2020 tv H Z 9 BY - O p `, o Q m Miam -14 Da roduct Control N O O 0. E O `l�z LL 14 F JRm��w Q W 0 f F BUCK DIMS of FLANGE ADAPTOR FRAME r FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME " q o •• ... EQUAL LEG FRAME off •0 a a o • • • • • • • • • • • `\1A711111111//7777 • • • • • • • • • It of ••• •• • • • of '�• uGFjaSE''•s4 w NIOi9l • ••• ••• ••• C, 7 GLIRSS CAPACITIES ON•THIS SHCET ARE B ED QN ST® 100-q9 3•SEC. BUSTS ATE OF = �� drawing no. • AId•FL6RICIIIA �uIL IN, CbMMII jON ',` ` . oRIDP.' ,;?; W10-18 DEIFLARATORY•STATEWENT DCA DECif19 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. DUCK DIMS. MTG. RAIL H.D. MTG. RAM r. LASS TYPES m., veli1' GLASS TYPES V k 'B7' WIDTH HEK;HT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4- ill' 26" 73' 105-1/4" 110' 25- 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/B" 73' 105-1/4' 110" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 106-1/4" ill" 50-5/8" 73" 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 00.0 B5.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 106-1/4' 111" 63" 73" 105-1/4" 170' 62" 65.0 65.0 80.0 90.0 61.E 61.6 80.0 00.0 60.0 WO 80.0 90.0 (1/3W) (I/3W) 0/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. BAIL III MTG. RAM H.D. MTG, RAIL GLASS TYPES TVAI•, 'B•k•B1' GLASS TYPES T, k %I. CLASS TYPES 1C' k •CC WIDTH HEIGHT WIDTH HEIGHT Off.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) I INT.(-) 74' 106-1/4" ill' 26' 73" 105-1/4' 110' 25" 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65,0 65.0 BOA 90.0 65.0 65.0 74" f06-1/4" Ill' 38-3/8" 73" 5-1/4" kilo" 37-3/11' 65.0 65.0 B0.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 1 80.0 90.0 65.0 65.0 74" 106-1/4- 111' 50-5/8" 73" 105-1/4- 110" 49-5/8" 65.0 55.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 74" 106-1/4' Ill' 63" 73" 105-1/4' 110" 1 62" 65.0 65.0 80.0 9C.0 65.0 65.0 - - - - 65.0 65.0 1 - - - - 55.0 65.0 (IT) (I/2W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' J4' TYP. BUCK DIMS )5' NP. BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _I PRODUCT REVISED .9 compiyin9 with the Florida Building Coda Non -No. 17-0918.09 E.piradon Date09/22/2020 By Miami-Dade"product Contro BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME . • ... . . . . . .. Es • • a. • • • • • • • r .` d� 4� N .705B2 ,s • • GLASS CAPASMiS ON THIS SHEA94 • � E4 E4 • • SAID OjV f=STNr E1360-09 (3 6EC. (USTS) OF l�y� AN LO ID BQQIL(QNG CdRdMISIQQN '' S' • . R� ' G�: STD. MTG, RAIL: H.D. MTG. RAIL: • • DEWRATORY •STA AT MAD bEC- T9�A`��`` rill I1711A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.A. HTO. RAIL GLASS TYPES 'A'A'AI', '6'V111' GLASS TYPES '8' A '11. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2" 36' 52-1/8" 73" 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 60.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36" 52-1/8" 73" 37-3/8" 1 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 85.0 65.0 80.0 80.0 55.0 65.0 90.0 80.0 25-1/2" 36" 52-1/8" 73. 49-5/8" 65.0 65.0 60.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 654 ii8z 80.0 80.0 25-1/2" 36" 52-1/e" 73" 82, 65.0 65.0 B0.0 80.0 65.0 65.0 80.0 ' 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 E4 STD. MTG. RAIL: BUCK DIMS -F FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTGRAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES '11A'A1', 'B'A'DI' GIASS TYPES V A 11' CLASS TYPES 'C' A 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4" 7-15/16 82-1/2" 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 55.0 54-3/4" 7-15/16 82-1/2- 37-3/8" 65.D 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2' 49-5/8" 65.0 55.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 _ - - - - 65.0 65.0 a54-3/4' 7-15/16 62' 83.0 65.0 80.0 80.0 65.0 55.0 - - - - 65.0 65.0 kL D. MTG. RAIL: (1/3W) (2/3W) �i OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' . • ... . . . . . .. . ......... . •• ••• •• • • • •• �if• • ••• •s • N • GUES CAPAGITIPS ON PHIS SH6f•T ARFs•.• • • BA D OjJ T7 E j 0-0 (3 SSEC. �STS) •• AN D o 1D B IL N C MIS I N DEGLARATORY t6TATt ENT DCAOJ7DEC-�19 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PRODUCT REVISED as complying with the Florida �{�v Building Code NOn-No. 17-0918.09 m • Expiration Data 09122/2020 0 n �' By Q ig IL 4 F O miarm-07pplinoduct ControF 0 p 06H* 030❑ ± G'5'-O o 0 a o 2 pS} y ^ N 2 Q y W � - p 1 A.E Q W W f FIN FRAME _ idp. 70592 � u k ®T' OF drawing drawing no. sn itl%' `' W10-18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAH. H.D. MTG. RAIL GLASS TYPES .1Vll', 'B'&'BI' GLASS TYPES W & 'B1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73- 105-1/4- 110- 25- 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 00.0 80.0 73" 105-1/4" 110- 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110- 49-5/8- 1 65.0 85.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73- 105-1/4. 110- 62' 65.0 65.0 80.0 80.0 61.E 1 61.6 80.0 80.0 60.0 60.6 60.0 80.0 i (1/3W) I (1/3W) (1/3W) 1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' ES E4 STD. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAH. H.D. MTG. RAIL GLASS TYPES 'A'&'AI', B'&'B1' GLASS TYPES 'B' & .11, GLASS TYPES V & 'CI, WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73- 105-1/4- 110' 25" 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 85.0 65.0 73" 105-1/4- , 10- 37-3/8- 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 85.0 80.0 80.0 65.0 65.0 73" 105-1/4- 110- 49-5/e- 65.0 65.0 80.0 80. 1 65.0 65.0 - - - -_ 65.0 65.0 - - - 65.0 65.0 73- 105-1/4" 110" 62. 65.0 65.0 80.0 80.0 65.0 65.0 65.0 - 65.0 - - - - 65.0 - - - - 65.0 BUCK DIMS FIN FRAME Ez, E4 H.D. MTG. RAIL• (I/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' .. ... . . . . . .. . ......... . • . • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON "IS SHF ARE• • • • • • BASED ON AS% E1309-09 (3 •SET. GIFTS) • • AND FLORIDA JEIT)IDIN�OI.f�AISSIOR • • : • : • DECLARATORY ! 1A DCAO!%ftC-%t • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Cod• NOA-No. 17-0918.09 Z m Expiration Date 09/22I2020 q O H. � By ~ n QQ F o Miami ad roduct contmi w 0. O C LL OGyM O m Q Q a O Q lytip y Ul Q ry Q wzii 2 N O Q W ON+ f FIN FRAME m OF drawing no. r1/8" ANN. GLASS 1/8" HEAT STREWD GLASS PRODUCT REVISED �v .075" Interlayer .075' Interlayer as complying with the Florida Saflex CP With PET Core 'Eastman SaBex CP With PET Core 'Eastman Building Code 17-0918.09 By Chemical Co.' OR OR By Chemiml Co.' OR NOA-No, Z 090" Interlayer 090" Interlgar Saflex Gear Color Glass 1/8" HEAT STREN'D GLASS Expiration Date 09/22/2020 0 F q Z Saflex Clear And Color Gloss By 'Eastman Chemical Co.' And By 'Eostm.n Chemical Cn.' By Q f OR OR .075" Interia er Miam a ro uct Control IL 5 6 00 .090" Interlayer SentryGlos .090' Interlayer SentryGlas Saflex CP With PET Core By 'Eastman Chemical Co.' O N `�- N By 'Kuroroy Americo, Inc.' By Kuraray Americo, Inc.' OR d w Q• O OR 090" Interlayer OR 090' lnterlayer .090" Interlayer SenlryGlaa j �i rn r Trosifol PVB Trnsifol PVB 'Kuroray By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By America, Inc.' O Z m Zi 1/8' ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS 0 LL G Zi O SILICONE SILI C SILICONE (n V) O' 2 O N i m g rn GE E 1200 DOW CORNING 899 DOW CORNING 995 z z rn GE 1200 DOW CORNING 899 DOW CORNING 995 z@ GE 1200 DOW CORNING 899 DOW CORNING 995 0i 2 O f ^! / N1 ;.. �� / M1 _i .. I r �V / Mt I'. '� 2 Mot Q a1WF f a O /W EB DC AT 1/4 POINS ON LITES W M7 WIDER TF:AN 36" GLASS TYPE 'A' 5/16' NOMINAL LAM. GLASS a / 0 aEB W ' AT 1/4 POINTS ON LITES M7 WIDER THAN 36' GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS c / 0.' e7AT POIN 1/4 TSON LITES WIDER THAN 36' GLASS TYPE 'C 5/16" NOMINAL LAM. GLASS 171/8' ANN. GLASS 1/8- HEAT STREN'D GLASS .075" Interlayer .075" Interlayer Saflex CP With PET Core Saflex CP With PET Care By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR .090' Interayer .090' Inlarloyer �1/8" HEAT STREN'D GLASS Saflex Clear And Color Glass Saflex Clear And Color Glass R'Eastman Chemlcal Co.' By 'Eastman Chemical Co.' OR .075' Interlayer 1/4" AIR SPACE 090" Interlayer 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE I Saflex CP With PET Care SentryGlas l SentryGlas OR Eastman Chemical Co.' By Kuraray America, Inc.' By 'Kuroroy America, Inc.' 1/8" ANN. GLASS OR \ OR .090' Interlayer .090" Interlayer 1/8" HEAT STREN'D GLASS .090' Interlayer 1/8" HEAT STREN'D GLASS SentryGlos Trosifol PVB Troslfal PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREWD GLASS 1/8- HEAT STREWD GLASS SILICONE SILICONE �_ SNCONE m GE 1200 a0 GE 1200 m GE 1200 z m DOW CORNING 899 DOW CORNING 899 ',n DOW CORNING 899 Mt . IL - DOW CORNING 995 \ Mi li DOW CORNING 995 \ u M1 :i DOW CORNING 995 I- Ii • • • • • • { XL EDGE SPACER XL EDGE SPACEq • • 7(L EDGE SPACER L ST. STEEL BY 'CARDINAL' i. I' II ST. STEEL BY ' RDINAL' • • • • li ST. STEEL BY 'CARDINAL' R OR• •OR a COURASEAL BY 'QUANEX' W. DURASEAL BY 'QU,%X' • • • • R • • • DURASEAL BY 'OUANEX' F� E9 SUPER SPACER BY 'QUANEX' 14 Eg OR SUPER SPACER 1�1p-QUAI • • • • a • • • SUPER SPACER BY 'QUANIX' W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'AlGLASS TYPE 'B1' 000 • • • • • • • •GLASS►110W. ILK 0,70' OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL LAM. GLASS • 0 • • • • 0.ip'OVERALL !SUL GLASS (S.M.I.) • • •• • • • • •• •• IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • EXTERIOR PLY OF GLASS TYPE 'At', '131' & 'Cl' MUST BE TEMPERED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /r// "70W5MZndrawing nO. TYPICAL ANCHORS SEE 1 BY FOR SPACING WOOD BUCK a. a a EDGE DIST, C a O W2 EDGE IST- °' " TYPICAL ANCHORS ° 1EY SEE ELEV. WOOD BUCK FOR SPACING FLANGE & FLANGE ADAPTOR FRAME :HORS ________________ __ l MIAMI-DARE COUNTY APPROVED I� MUWON & MULLION ANCHORS I I SEE SEPARATE I !1 EDGE DIST, I I II II ANCHORS 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. ULTRACON BY 'ELCO' (Fun177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU IGY 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) 414 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.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Building Code NOA-No. 77-0918.09 TYPICAL EDGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2" MIN. By INTO WOOD STRUCTURE = 1' MIN. Miami-D,�a Product Control INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. • AEPHOMS. • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. ••W *•1 1 01" MEEP SLOT AT 4-1/8" FROM EACH `LLU11 uiryi • • • E� 1�ITH:STIC%VER • • W2 =• 1/8'• X 172" •WE" SLOT AT 3-1 /8" FROM EACH END VG SF' W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END OF �• • ••• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � eI c � C � ` h n O0 Ci 8 g c a L0� m '� n a�Mo �3j C ZLL 3 c' It, i a a � 5 drawing no. W10-18 FLANGE & FLANGE ADAPTOR FRAME y�61 M O 1/4^ MAX. BUCK WIDTH 1/4" MAX. Q SHIMS VENT WIDTH VENT WIDTH SHIMS Z j TYPICAL ANCHORS FLANGE ADAPTOR FRAME SEE _0 z FOR SPACNG O O O 1/2• TYP. r 6 S C IL N Q' o m� .-SCREENS OPTIONALK20 o� QW�rL0 u IL m �. lay 2 WOOD BUCKS XOX LAYOUT EXTERIOR Q O TYPICAL ANCHORS O.L. OPG. SEE ELEV. • FOR SPACINGCING OL MAMA-DADE COUNT' APPROVED MULLION U 11 1 do MULLION ANCHORS O d O SEE SEPARATE NOA n BUCK WIDTH BUCK WIDTH .. ALTERNATE E3 F O �, SWEEP LOCK OPTIONAL ro r_—SPRING LOCK S6 EZ d C0 czVS. 3o7 ^MN� o _ $ - O E4 TYPICAL ANCHORS SEE ELEV. FOR SPACING O u 1 /a^ MAX. BUCK WIDTH 1/a. SHIM 1 SHIMS 0 F VENT WIDTH _ g 1 V TYPICAL ANCHORS 1 E F G 0 i i i TYPICAL ANCHORS SEE ELEV. s FOR SPACINGI S� Ems- \ 1 v > FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 _ AND 6 APPLY TO BOTH FLANGE FRAME AND °'o r FLANGE ADAPTOR FRAMES. -+ • • • • • • • 01 • • • • _ •IMETAL • • • lutuur STRUCTURE ��• • "�: • • • • • • • ��`,�Y�,'..A �ii o w - 8o SCREENS OPTIONAL _:,_ _.: .. V •, Li PRODUCT REVISEDas corn1yln with the FloridaBuilding Code 't Es ES EXTERIOR • • 1 • • • • • ; • • 0o BU" •NORM •. 17-0918.09 • • •. -• • • Exph•tion Dat•09/22/2020 ' O EOF drawing no. T D.L. oPc. XO LAYOU• • •," v, • • • b9 *By • • - ' '` • • a� Mia Dd �rL r1!lI III1IT Isheei 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. DISf. FOR SPACING S II TYPICAL ANCHORS EQUAL LEG FRAME _ j I MIAMI-DADS COUNtt APPROVED I�- o s I i MULLION & MULLION ANCHORS j E SEE SEPARATE NOA EDGE N I OIST. I I y G I I _ 1 I L� ------__may =_ ____ Q C OI N m U C V p ei 2' �KCMo 0 4 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. 0 d b C SEE ELEV.SPACING FOR FOR SPACING N N p EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY Vi INTO WOOD, CONCRETE OR METAL STRUCTURES w 0 r WITHOUT THE NEED OF A WOOD BUCK. � � PRODUCT REVISED V as complying with the Florida Bullding Code uj L Non No. 17-0818.09 Expiratlon Date 09/22/2020 p I, 4 By C Mlaml- a roduct Control o ^ rn 3NMn _ n v3 cl MIAMI-DARE COUNTY o - APPROVED MULLION " & MUWON ANCHORS U p ¢ J SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH O TYPICAL ANCHORS SEE ELEV. FOR SPACING ' r I I o II I 1! o�:fig •• • • 00 • •�• • • ••• • �� /U( �� I • • • • • • • • :1 r••, i 1 •- • • • •• SP•'t,10EN � e • 21 ATE OF G .TYPAL AIR • • v �lil� drowing no. •FosP ING• • • • • op ' G�� W 10-18 • • '%�` • EDGEeDIST. • • : • • �iss� u I Ili sheet 7 of 1� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTR/ EXT. OR NOT BY HOUSE WI NOT BY C C 14 HOUSE WR NOT BY C( TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (Fu - 74 N51 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 'DOD STRUCTURE 1/4" MAX. OT BY CGI \ GAP 1/2" MIN. CREENS OPT. _ _ _ _ 11 1 E6 HOUSE WRAP NDT Bi CGI EXTERIOR •• ••• • • • • • •• • •• • • • • •.• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIN FRAME 0 0 z 3 0 PRODUCT REVISED z f as complying with the Florida Building Code 17-0918.09 f a Q a F a` O NOA-No. a o F.xpiratlon Date 09/22/2020 IL c By O Miami a,de,Fmcluct Control O c�-� a 0 it N N Z 0 N d ZME It. 0 1/4" MAX. GAP 1/2" MIN. y/.••J�'�nyA�CE/CN R i 24�ly�� drawing no. " W10-18 �U n PRODUCT REVISED as complying with the Florida o Building Code NOA-No. 17-0918.09 Z q m • Expiration Date 09/22/2020 T: N � By Q i e" Miami-Dadep duct Control O N �. n 0 act O �UIr 7 eIn i C ¢ M 8 �a❑<ti Q Z O LL i = O a WOE n = U C O n a 0 r n T� U N C x N o n In N n 3 M I O � a 3 J C ZLL �'o n p� U�� O g da�gg Qu- o o m r egW \\7717111111////''/ 7 s d =iri :fir= `s • • • • • • • • •tf • • • • • • • • •- S EOF � �� drawing no. • • • • • • ��7r��III�Lt���� sheet 9 of 11) ITEM PART B QUANTIT'Y DESCRIPTION MATEltfdl. 7lAhF./SUPPLIER/REMdRES Et CGI-100 FRAME JAMB O FIXED GLASS 60fi3-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL E063-Tb CGI EXTRUDER E3 CCI-702 - FRAME HEAD 6053-T6 CGI EXTRUDER E4 CGI-103 - MEETING RAIL 80fi3-T6 CGI EXTRUDER ES CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-105 - HANDLE RAIL 6067-T6 CGI EXTRUDER E7 CGI-106 - SASH RAIL 5063-T6 CGI EXTRUDER EE CGI-107 - 5/i6' GLAZING BEAD 606J-TS CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063-TS CGI EXTRUDER E10 CGI-709 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell CGI-110 - NVL FIN ADAPTOR fiD6J-76 CGI EXTRUDER E12 CGI-135 - TF FRAME JAMB O FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 TF FRAME HEAD 6063-T6 CGI EXTRUDER E74 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER E15 CGI-140 1` MUNf1N 6063-TS CGI EXTRUDER E16 � CGI-747 T.5' MUWON 6063-Tfi CGI EXTRUDER E17 CGI-605 SCREEN FRAME 60B3-T5 CCI EXTRUDER EIe CGI-714SILL SNAP IN 60fi3-T6 CGI EXTRUDER E19 CGI-715SILL R FlLLER 60fi3-76 CGI EXTRUDER E20 CGI-116FRAME JAMB 6C63-T6 CGI EXTRUDER E21 CGI-177HD LOCK RNL 6063-T6 CGI EXTRUDER E22 CC-13B TF FRAME SI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E13 FLANGE FRAME HEAD E22 FLANGE FRAME SILL E14 FLANGE FRAME JAMB (MOVING) Et2 FLANGE FRAME JAMB OFLUSH FRAME HEAD OFLUSH FRAME SILL E20 FLUSH FRAME JAMB (MOVING) 2.505 .065 TYP. 1.015 500 1.- Et FLUSH FRAME JAMB (FIXED) 1.220 Ea MEETING RAIL 1.788 �.065 1.0� Lv—�J � 0 1.043 OLOCK RAIL 0 i^-.OfiS 1.550 1.680 .050 1.395 En NAIL FIN ADAPTER 1.496 2.264 1.255 O80 TYP. J SILL FILLER 1.450 180 550 .050 J- E23 FLANGE ADAPTOR E21 ALT. LACK RAIL 3 1.892 065 TYP. 2.195 015 0 1 1.043 Es HANDLE L• • • • • • • • • • --{ 1.0125 • •• • • • ••• • ••• •• • • • •• 1.395 .745 .065 • • • ••• ••• ••• • • • . • • • 1.015 • • • • • • • • • •• • • • •• • • • • :a • :a • � O SASH RAIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .490 ]-1 II .120'j .70�5 050 IYP. .705 —I� .050 T7P. .864 I-- E8 5/16- GLAZING BEAD O .700- GLAZING BEAD 395 .osaJ T 065 .050 1.449—y 1 413 Ina FLUSH FRAME COVER L12 SCREW COVER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.09 Expiration Date 122/2020 By Miami--D ,dWProduct Control TE OF drawing no. W 10-18 PRODUCT REVISED ��V as complying with the Florida ouj Building Coda o / NOA-No. 17-0918.09 z I / Z Expiration Date 09122/2020 2 » z m a / By " Qf zNa /j 52 Mta product Control C 0 p / J O W ` U / d�N Q,p>n t7 Qaoo.+ y ry Q wmi� O FRAME TOP CORNER VENT TOP/BOTTOM CORNERS 0 p w M C n� 3 N� m M 0 °S c z w 'R � 3 � -M i o100 do c u N a o 0 • • • • • • �CW� - • •• • • • ••• • ```,liuurryrrrr • • • • • • • • ........N r, • • • • • • • • • E*ElQTTOM CORNER �, ' �'• �ceN.,, C 70592 • • • • • • • • • • • • • • • • - l , , 5 OF •�: drawing 9 no. • . • • • • . . %;S; , ion..• G�s� W 10 -18 FIXED MTG. RAIL CORR • • NE • • • • '�rr/�,j®r�r�l`��\` sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •