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WS-15-1770 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247628 Permit Number: WS-7-15-1770 Scheduled Inspection Date: November 20, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DAVIS, EUNICE Work Classification: Window/Door Replacement Job Address: 10125 NE 2 Avenue Miami Shores, FL 33138-2349 Phone Number Project: <NONE> Parcel Number 1132060480020 Contractor: SECURE WINDOWS& DOORS Phone: 305-513-0705 Building Department Comments IMPACT WINDOWS AND DOORS INSTALLATION. 14 infractio Passed Comments WINDOWS AND 2 DOORS INSPECTOR COMMENTS False Inspector Comments PassedCREATED AS REINSPECTION FOR INSP-239154. NO ONE HOME Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 19,2015 For Inspections please call: (305)762-4949 Page 15 of 28 Miami Shores Villa e g Building Department JUL ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. U I L D I N G ® ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [-]PLUMBING ❑ MECHANICAL ®PUBLIC WORKS ® CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: .2 A-ve--- -�Y: Miami Shores County: _Miami Dade Zip: ,33 Folio/Parcel#:_ Z, - 3;2--06-oc,Cd'-yo?o Is the Building Historically Designated:Yes NO Occupancy Type: — .Load: Construction Type: Flood Zone: BFE:_ FFE: r OWNER: Name(Fee Simple Titleholder):._.z'ari 7cc. J 7'>'ayr 5 Phone#: Address:_/.I2 , GVH „3�.e City:-- — a_ c State:_ G Zip:___;g-F/3 Tenant/Lessee Name:_ Phone#: Email: CONTRACTOR:Company Name: 400-S Phone#:�do 73 O7vy Address:e 7rl'S 5 4v C,�6 City:_ - Cyy1i —State., %`Z Zip:_ 33-146 Qualifier Name: A-41 a Phone#: .373- 67e)a_ State Certification or Registration#:_ _ Certificate of Competency#: 03 3.S d4>30-Z — DESIGNER:Architect/Engineer: _41- Phone#: ��o -� cF 'Pi 0v Address: 123,5- S uy J'Z �_ —_� City: 4`iG7 e0i State: /—C Zip: _331Z_ Value of Work for this Permit:$ �� G Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repaiirr/Reeplace ❑ Demolition Description of Work: �vi .�__-`ice=-� Z .__.�._��.._� -- -•---Specify color of-color thru tile:_� Submittal Fee$_0 ` Permit Fee$ �_ J_ _ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary Technology Fee$ Training/Education Fee$ _ Double Fee$ Structural Reviews$ __— _ Bond$ l� n \ TOTAL FEE NOW DUE$ - S O ----`� (Revised02/24/2014) � 1 Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Y� . Signature OWNER or AGENT --CONTRACTOR The foregoing instrumentwas acknowledged before me this The foregoing instrume t was acknowledged before n e this T'day f , 20 ( ' by a/ ay of 20 l� , by ��C�✓�i"l�� (�.C) ,who is erste onally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: s• Sign. Sign: "��''• MADAY DE ARMAS a1 � .•o`"ar"UA�'� MAD"OE ARMAS Print: : roc Print: o+ �: - My Comm.Expires Apr 1,2018 ..'_ Y u c- tate of Florida Seal: �� Seal: ;�,� �, MY Comm.Expires Apr 1;7018 Commission rF FF 163930 •.,, �� ;a; �`:•� Commission#FF 163930 APPROVED BY C Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'roperty Search Application-Miami-Dade County http://www.miamidade.gov/propertysearch/#/report/summary * OFFICE OF PROPERTY APPRAISER Summary Report Generated On:6/29/2015 Property Information Folio: 11-3206-048-0020 Property Address: 10125 NE 2 AVE Owner EUNICE J DAVIS Mailing Address 10125 NE 2 AVE MIAMI,FL 33138-2349 Primary Zone 0900 SGL FAMILY-1901-2100 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE s; FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,272 Sq.Ft Living Area 2,452 Sq.Ft Adjusted Area 2,842 Sq.Ft Lot Size 10,627.5 Sq.Ft Taxable Value Information Year Built 1981 2015 2014 2013 Assessment Information County Year 2015 2014 2013 Exemption Value $50,500 $50,500 $50,500 Land Value $254,811 $223,374 $138,161 Taxable Value $167,075 $165,349 $162,160 •••• Building Value $225,825 $221,591 $223,196 School Board .. •' XF Value $16,864 $17,002 $17,140 Exemption Value $2940 • $25,506 $2�'$bU ' - 00 Taxable Value 1 $191,9 r• $190,349 ; $1%7.16.0 • Market Value $497,500 $461,967 $378,497 City '•'••• • Assessed Value $217,575 $215,849 $212,660 • ' Exemption Value $58,500 • $50�60fi . $x0,500 ' Benefits Information Taxable Value $163,0-5.• $165.349 • $1g7•,iii0 • •• •• • •••• • Benefit Type 2015 2014 2013 Regional •• Save Our Homes Assessment Exemption Value $55,508 • $50,50b $50,51314 $279,925 $246,118 $165,837 Taxable Value • Cap Reduction $167;075• $16.5;349 ' $12,160 • • Homestead Exemption $25,000 $25,000 $25,000 '• ' , • • Sales Information •• • Second Exemption $25,000 $25,000 $25,000 Homestead Previous OR Price Qualification Description Widow Exemption $500 $500 $500 Sale Book-Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 04/01/1996 $169,000 17185-2792 2008 and prior year sales;Qual by ,Regional). exam of deed Board,Cit Y 07/01/1989 $150,000 14206-1558 2008 and prior year sales;Qual by Short Legal Description exam of deed VAZQUEZ SUB PB 115-23 LOT 2 BLK 1 LOT SIZE 81.75 X 130 OR 17185-2792 0496 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfnfo/disclaimer.asp Mersion: 1 of 1 6/29/2015 10:54 AM QUOTATION ❑ CONTRACT ECUR LEGAL OWNER OF PR,9PERTY WINDOWS & DOORS JOB NAME 01-WICe_ c�r-� JOB SITE ADDRESS s- 1' F vlyJ� 7855 N.W.46th STREET a Miami, FL 33166 CITY 11%/11 S QL _ZIP (305)513-0705 o FAX(305)513-0704 FOLIO # _ ��QI.Jf S 06 16 a1 f.CDS JOB SITE # "7 82-4 WORK # BEEPER # CELLULAR # J )a`l — FAX # FAX #' CONTRACTOR'S NAME PHONE,# BEEPER # ADDRESS A CITY ZIP Afum P ' Is Ff jO 13 01Soo 9 - 1e W)wSblcl Sb ® . 0. (.Lt-CO 9, PCLe C 7 JCJ Ti JAG e_ 12 �-,� ° • • C 0`7 0 r� ...... e .. � & i•. READ BEFORE SIGNING.ONLY WR EN AGREEMENT LL BE HONORED. I HAVE R D A 8NDERSTAD T+ IS COtiTmsi COMPLETELY,INCLUDING VNE� ERSE•SIDE, AND AGREE TO ITS'TERMS. j Li Buyer agrees to make payment In full By `> Vj 'A _J61J upon delivery or receipt of the ordered materials. LEGAL OWNER OF PR P O DAT N®terms.N® C® 11tS. C.O.D.AT DELI STALLATION BUYER'S INITIALS X By MATERIAL SECURE WINDOWS&DOORS (SALESMAN) DATE x TAX DELIVERY-INSTALLATION By ACCEPTED BY OFFICER OF SECURE WINDOWS&DOORS DATE TOTAL TAX INCLUDED BUYER'S RIGHT TO CANCEL DEPOSIT "If this is a home solicitation sale,and if you do not want the goods or services,you may cancel this agreement by MCGO providing written notice to the seller in person,by telegram,or by mail.This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this IBALANCE DUE ON DELIVERY agreement.If you cancel this agreement(within the three days)the seller may not keep all or part of any cash down payment." Please make all checks payable to:Secure Windows ON REAR NOTICE OF CONSUMER RIGHT WHITE-OFFICE/YELLOW o CUSTOMER/PINK-ENGINEERING/GOLD-SALESMAN .EUNICE J DAVIS - - 10125 NE 2 AVE - -- MIAMI,FL,33138 - b t f I IAL Mac 1 BATH MK# NOA# "SERIES"TYPE IMPACT SIZE(IN) APPROVED CALCULATED RE GARAGE . TYPE W X H PSF(+/-) PSF(+/-I MARK BEDROOM cel A 14-0915.06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 37X63 75.0/75.0 40.1/53.7 OK B 14-0915.06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 37X63 75.0/75.0 40.1/53.7 OK X Q C 14-0915.06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 37X63 75.0/75.0 40.1/53.7 OK x D 14-0915,06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 37X63 75.0/75.0. 40.1/53.7 OK I F 14-0915.07 "SENTINEL 120" 3/4"INS LAW ANN/ANN 74X50 5/8 65.0/65.0 40.1/53.7 OK G 15-0413.03 "SENTINEL 130" V INS LAMI ANN/HS 59X54 54.3/54.3 40.1/53.7 OK e H 14-0915.07 "SENTINEL 120" 3/4"INS LAMI ANN/ANN 74X50 5/8 55.0/65.0 40.1/53.7 OK em BEDROOM o x x a X >z KITCHEN ! 14-0915.07 "SENTINEL 120" 3/4"INS LAMI ANN/ANN 71 1/2X36 65.0165.0 40.1/53.7 OK 1 14-0915.06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 531/8X26 75.0/75.0 40.1/53.7 OK FAMILY ROOM FOYER DINIG K 14-0915.06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 37X26 75.0/75.0 40.1/53.7 OK 0 X I ROOM L 14-0915.07 "SENTINEL 120" 3/4"INS 53 1/8X38 3/S 65.0/65.0 40.1/53.7 OK BATH F _ rN 14-0915.07 "SENTINEL 120" 3(a"INSIAMIANN(ANN 74X38 3!8 65.0/65.0 40.1(53.7 OK 14-0915.06 "SENTINEL 110" 3/4"INS LAMI ANN/ANN 37X26 75.0/75.0 40.1/53.7 OK 14-0915.07 "SENTINEL 120" 3/4"INSLAM]ANN/ANN 53 1/8X38 3/8 65.0/65.0 40.1/53.7 OK O •• ••• • • • • • •i 14-0627.15 "SENTINEL 150" VINS LAMI ANN/HS 96X80 60.0/60.0 40.1/53.7 OK BEDROOM •• � LIVING 14 0627.]5 "SENTINEL 150" 1"INSLAMI ANNjHS 72X80 60.0(60.0 40.1(53.7 OK I. .. ... ROOM . . . i� ••• • ••• ••i • •• "' AL., F'AROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: WIND LOADS WIND STANDARD: ASCE 7-10 FBC 2010 EDITION (Based on data supplied by client) AFC f 1. Client SECURE WINDOWS AND DOORS 17'qT1VS' � 2. Project Name • DAVIS V/� 3. Project Address : 10125 NE 2ND AVE MIAMI SHORES FL 33138 CITY STATE ZIP 4. County : MIAMI DADE 5. Building Heights _ FT. 6. Building Dimensions : Length FT. Width FT. 7. Building Roof Slope ❑ Flat ® Slope ( See Figure 1 below) 8. Risk Category ❑ I ® II ❑ III &IV Risk category T applies for non essential buildings. e.g. storage facilities etc. Risk category 'IT applies for all commercial and residential buildings. e.g. homes, appt., offices etc. Risk category 'III&IV'applies for essential buildings. e.g. schools, hospitals,police stations,fire stations etc. 6666 9. Attach floor plan with shutter/window, sizes and types. .•. •••• ••••;• (Note: If maximum load used for all openings, floor plan is not required) • . 6666 .6090. 6 06006 6666 . .. 6666. 6666.. ... 6666. Client Representative 9 .. .. 6666.. Figure 1: 6666.. 6666.. 0.6009 .. . ... . 0 JUL, V 20 Sloped roof Oscar Sou r E. Flat roof FL#72462 EB A.N#3538 1235 SW 87th Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www_afceng.com a "rooWakeng corn o inc bL80-S l Wd L b:L0:0 L 5 LOZ/L/L !"' ,r� jr+ • j,SQ — J aaqurnN aouaaa{aS u6isaO a;ep u6►sap aml AlS pu aLueN Sia-aul6u3 leas sraau/6u3 0019-b9Z-SO£-731 'bL1££'7d In Vin`3Ad y3L8'M'S S£ZL `NOLLVdOdNOO 0 O ' *--it-JNIgVY ONV S4N3WdnOO NO SOd07 ONIM Ol-L 3osv . . ... . . . . .. . 9z T s. rot, S'Sb- L'OV 81'0- 8 L'0 01l'1- O l'1- 00'L 00'L 00'01 litl euoZ u/ +9Z -PZ +t'Z aN sod -9Z -PZ +9Z +PZ OA b (u!)S (u!)H NO M adAj dwoj )field sarnssaid pLgM u6isap llaoo ldoo slualolllaoo doO aziS lueuodwoo V9,99 (ZAIT)lqb]4O Pslenlen3 ainssaid Apoo/an b9'99 (Zvl//gl)[zb]zvv palen/en3 amssard Apoolan 5810 pal lualolll000 S8'0 zy lualolllaoo 00'Liz�l luaroglao� 58'0 y)l luar0/llaoo uoiIoaload;oedwl OM bu!pl!n8lo adf1 0 L< (*Oep)adolS looEi Z AJo69leo 4s!S 0070 (4) '500 JO VOW10lelu0zuo14 O Ajo5eleo amsodx3 8£!££7d `S3tlOHSIWb9W *` 00'SL (V)!z]/ana 7 'puE)anogy ly6ial-1 00'L aoloe3 aoue>Aodw/ 3/I t/ONZ 3N SZLOL Sf1000 00'5 L (il)[q]14 PH 100d ueakl SL L (qdw)peadS pu!M SIA b'O ONd SMOONIM 3bfnO3S Re11 q11 11 From S6 ra et Windows �t 055 307©4 � (�6l f p01.5 10 55 #8.62 p X02 h � �.� CONTRACT°,QATE.. '' . t „ CONTRACT NUMBER WIN O W S & D'_O 0 R S77,11" , r SALESMAN' "u ,. 11 , - ,�,-�, :-� " -,;SW� '^ � �� r, 7855 N W AUEit STREET*Mama,FL 331 6 (3fl5)5i3-0705•;FAX( 513-Q704 INSTALLER• -. �� x NAME, .-"IVAa-U�t DATE OF INSTALLATJONc ADDRESS tf •� `� HOME PHQNE � � S` �� e)II. .� D CITY c�As, STATE 'ZIP b0i6E P7,010HONE r° 3 t DHI DIAGRAM ❑ NG r1, _�� I - ._:��",Jo "I 1 OollzfA�-Ak", ,�, ' ' -,"',,�--�,-�,,, a I I 7, 1,— :� , 1�� Ca i 0. T 1+C 41 A v t Y � S � . J0 , r.'' _�_ .I 11-1,11 # z �F3 �Ash � ^X f z ,A. 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Texan ; 71 Laminatetl' Wi MAS11 -QNERIh Inaide Plaster Outside Stucco Operators': SILLS Marble BA Ceramic /H PI FISH Anod,: �.BRONZE Wti�te EaD. 11H Block up S11 q'Ff Sin Blk 4 IN Blk DIREGTIORd3 µ y ..f, y ,i i = .. .T.. - r WHITE=;OFFICEI , ELLQW, CUSTOMER/PINK ,;SALESMAN,.; , W > : Ons 0 �Y { XG s * 1k1 i t Y x: � P i a ,, `� ° _ € i�lR 4 ..rf� f �, vx s € o, tx,. y " �� 11 y RiN,'�3 t „r+r x : § r s' t '` t as 3 ;i1xv-, ,� r `t x z - #�Wpayi x s 3 '� -.5 *X F z � fes` G 'Y-, i t,. �, ', ,-, s ' > " yx SSSSS Psi G, ; z x fi x ._ U491% t �. "' § 1 t x MA" �- WISQ9 z ,V_ ,' ''s =WYT a r r r s r d- ,u- `" s -3 z r a ' �, x z -s t "r '3 �; ii P 5 3 3v k, L S : 7 v" >3'I L` %' '� 1. '''` ` `� �"" too $TqjW EMT J "U lay",iall k 1 r r M 1AM!•L�ADE . 1MAXII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 1 11805 S26 Street,Ro�ani 208 BOARD AND CODE ADMINISTRATIOM DIVISION T(780)315-25-90 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,vov,Y.ntiantidade.govieconrmy CGI Windo vs.&Doors -_- 10100 NW 25'h Strebt Miami,FL 33171" 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 - Ptoduct 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, modif},, 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 nreet;tlte requirerrients of the applicable building code... This product is approved as described herein, and has been designed to comply with the Florida )wilding Codc,,including the High.Velocity Hurricane Zone.. 1)ESCIMT10N.-Se ies." otjpel 1�0"A�Ixtl iiutitlx orizo#taI,Sliding Window,–L.M.I. APPROVAL DOCUMENT- Drawing No,W10-.111,titled Series Sentinel 120 Alum.Hor•rz. Sliding '4ddw, sheets l through 11 of 11, dated-03/29/10,with the revision C dated 09/09/14,prepared by AI-Fa:rooq 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. I MISSILE IMPACT RAT G: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: "N iami-Dade County Product Control Approved", unles�•Ot etwise noted,hereilr, • .•.. ...... RENEWAL of this NOA shall be Considered after a renew al application has been fr it jjid therelrg�;been • no change in the applicable building code negatively affecting the performance of this"•pdyct. • TERMINATION of this NOA will occur after the expiration date or if there has bg&rtt1rgvisio4 jor.40nge ��• in the iniateria.ls, use, and/or manufacture of the product or process.Misuse of this N"Alas an Adorsenient of any product, for sates, advertising or any other purposes shall automatically tei•rrilnalfe%is N0,.X� l.lure ,to comply with any.sctionoftiNOA shall because for#erminatioi �nd removal �� •• •, 00.0•. 0 AnVERTEwN� _heNQA number preceded lay the words Miami-bad& Ciruity, Fiorida, and •••.:. followed by the'expiration date ntay be displayed in advertising literature. If any;poj1ignof t ri NOA is : .: displayed,then it shall be done in its entireta'. •• 000 •... • INSPECTION., A copy of this entire 140A shall be p,°oviaed to the user by the man ifacturef or its distributors and shail.be avaiiahle for inspection in thejob site at the request of the Building Official. This NOA revises and renews NOA#11-1031.041 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval docutent mentioned above. The submitted documentation was reviewed by Manuel Perez,P.R. ' r7 NOA'No,14-0915#7 TMIAMIDADE COUN'T'Y �• E ilmflon Date: Septeln'ber 22,2t1P20 Al*roval Date: February a5,2015 f Paged h r CGI Windows & Doors NOTI'X+, OF ACCEPTAiNT CE: EVIDENCE SUBMITTED A. DRAWINGS 1. M51iufacturer's die drawings and sections. , 2. Drawing No W10.10,titled"Series Sentinel 1.20 Alum T"oriz. Sliding'W:Idw. (L.M.1:/S.M.I.)", sheets 1 through 1 I of 11, dated 03%29/10,with revision C dated 09/09,114,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. 'PESTS I. .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 1napac1,Test per F80,-TAS 201-94 5)>Cyelic Wind:Pressure Loading per FBC,TAS 203-94 6)Forced Eirtry.Test,:per'FBC 241.1.3.2.1,TAS 202.94 along with-marked=up drawings and installation diagram of a series"Sentinel" aluminum horizontal sliding window;prepared by Hurricane Fest Laboratory, LLC, Test Repot-t No HTL-0080-0102-10,dated%/04/10, signed and sealed by Vinu J. Abraham,P.E, (Submitted under NOA No.10-0510012) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-Sty' Edition (2014)9 dated 09/05/14,prepared by Al-Farooq C;oiWratio-j,signc6�a- ...... sealed by Saved Ahmad,P.E. ... .• 2, (hazing complies with ASTM E1300-04 • D. QUALITY ASSURANCE ••• • 1. Nliaini--Dade Department of Regulatory and Economic Resour�gg( R). • ••'••• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DtNem'ours Z 4��Inc.•'•' for their"DuPont SentayGlas®Interlayer"dated 08/25/11,eacp�ring on`flljl;it17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Comeaux(MA) for their"Saflex CP-Saflex and Saflex III'Composite Glass Interlayers,with PET Core"dated 06/19/14, expiring on 12111/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(AIA) for their"Saflex Clear and Color Glass Interlayets"dated 0619/14,expiring on 05/21/16. 59 Manuelper14 P.E. Product CoutrO Exa icier NOA N6,-144915.07 , ExpirationDate: September°22,2020 Approvai Date: February 05;2015 E-1 ,I CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATL iY11;NTS 1. Statement letter of conformance, complying Nvith FBC-5"'Edition(2014),and of no financial interest, dated 09/05/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Deport No. RTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC,dated.June 4 2010 signed and sealed o Vi nu g yvnuJ. Abraham, P.E. (Submitted under.1V0A No.10-0510®12) 3. Proposal No.09-0032 issued by BCC:O, dated October 22,2009, signed by Renzo Narciso. (Submitted un-der NOA X6.10-0510.12 G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01A2/12 and expiring on 09/22/15. •.- • 4, • 1 00000 00 • • • •«••% • Maatuel re ,P.E. Product Coiitrpl Ex miner NOA No.`IST-0915.07 Expiration Date: September 22,2020 ApprovaI Date: February 05,2015 E-2 TYPICAL ELEVATION FLANGE WIDTH --� BUCK WIDTH n� Yi 6" - 26 5/8" 5 1/2` 26 5/8` MAX 10"MAX. 0"MAX. HEAD/BILI MTG.STILES MAX.. rr MAX. rn A C HEAD SILLIm� HEAD/SELL MTG.STILES HEAD/SIEL mW Z K 3 5 5 5 -� ! `,�y� Al 5,, iv �� Q� z N a E ii F II 6 II fi.. ii 6 V °! O IL 10 Q 1 i FALSE'MUNTINS FALSE MUNTINS - (SURFACE- LEU) 32 7/8' 32 7/8" ADDL ANCHORS (SURFACE APPLIED) L 32 7/8" 32 7/8" ADDL.ANCHORS OP 10NALD.L.OPG. D.L.OPGAT CENTER DF LRES&MTC.STILES OPT.AL' D.L PPG. D.L. OPG.. AT CENTER OF UrrES&MTG:STus 2' AT HEAD/SILL AT HEAD/SRL Q 36 3/8' SEE NOTE ON SHEET 2 36 3/8- SEE NOTE(+)ON SHEET 2 Of - - VENT WIDTH ci EQUAL LEG FRAME tz a N M .. ' 110' 03M .. -. BUCK WIDTH --- - Z z 4.. 5 1/2" 13 5/16' MAX. .5'MAX. - ` MAX HEAD/SILL HE / I I z O O g 8 MTG.STILES g �+ ® SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING IYIND0IV DESIGN LOAD RATINGS FOR THESF WINDOWS TO BE AS PER PROTUC"I'REv1SED Y li CHARTS SHOWN ON SHEET 3. nscmropl9'+n@with the Florida o a E2 it F II F - 8 (ding Code SAY-62i(FJ.fi=� H - e 11 e �� 6 - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS AcccptnnceNQ o ___ _ Esimtian Date �_ • __�yy_ x / OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY -r, - ,/ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS BY S2 W IT`:. A •/ IN BETWEEN. Minlfiipado Pcoduc " a - • �` x ro 0 �- n LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL - �f N x 'ro z WILL APPLY TO ENTIRE SYSTEM. -- ____ n •• •• • • • • •• LAMINATED GLASS m -_n _ --- - _ _- •� • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING. LAM., GLASS ° o o o II REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT ®$ • •• • • • • • !S HURRICANE ZONE HVHZ SMALL MISSILE IMPACT 82 8 11 •• 1 •• •• • •~ WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. c r E,-gr.dAVAD AHMAD ! t ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE 705x2 FALSE MUNTINS • ••• • ••• • • CAN.3538 , (SURFACE APPLIED) - 32 7/8' 32g'• • • • • • •ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE - - aS•' OPTIONAL D.L. ppp. D.L. OR61• • ••• • • •• . `NOT PART OF THIS APPROVAL o` .L8' • •• • •• • • •A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 36 3/ —� ••• • ••• • ••• • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATdrowing no. VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE (AN#S W10-18 FIN FRAM S REQUIREMENTS OF THE FLORIDA BLDG. CODE. ••• • • • • ••• • • sheet 1 of 11 DESIGN LOAD CAPACITY-PSPi DESIGN LOAD CAPACITY PSF DESIGN LOAD CAPACITY'- PSF (X0 OP.OX SIZES) ..1. (XOX SIZES) - ! (XOR SIZES) I FLANGE DIALS. BUCK DIMS. ' CWSS TYPES'B'&'BI' FLxNCE DIA1S. BUCK DIMS. CLASS TYFGS 1'&`Ad" CLASS TYPES 011' FLANGE DIMS. BUCK DIMS. GIASS TYPE9''A'A:`A1' GiAS3 TYPES WIDTH HEIGHT WIDTH. HEIGHT EXr.(+) INT.(-) WROTH HEIGHT WIDTH MEIGF?T, DT.(a)...INT( ) FM' � ;NT' -:WIDTH HEIGHT WIDTH HEIGHT El(T.(+) �INT.r-) EXT.(t) NT.(-) � 26-1/2' 25-1/2" � 65.0 65.0 80.0 90.0 74" 73" SA 6i.0 80 90.0 74" �. 73' 65.0 65.0 PO�99o.0� ��¢ �.. P` III 5331s 6' 52J6"8"_ 6650 T 5.0. 65.0 80.Q 90.0 106-i/4' 26" 105-t/4' ��". 65.0.-.I - 5.0 fl00 199.0 9f&-�/4'; 26` 105--if4 29" 65.Q b.0 000 50.0 Ia - 26" 25° t` w / ! 0 80.0 90.0 111" 110' _ E-50_�_ ""SO_ - 80.. 90.0 lil" 110' 65.0 65.;? 80.0 90.0 I IS .. v 74' 73° 65.0 65.0 80.0 90.0 74" 73" 6-5-0. 1 _650 800 90.0 f 74° 73' 650 65.Q 80.0_ 9G,.Q - 26-1/2" 25--i/2" 65.0 .65.0 80.0 90.0 -106-1/4' 38-3/8' 105-1/4" 37-3/8" 6510 I 650 80 f qu I 106-1/4" 38-3/8" 105-1/4" 37-3/8" 65.0 600 8PQ 40.0 IL 4 - Y - 37' k - - 38" 37-3/8'. 65.0 65.0 80.0 90.0 171" 110" 65.065,0 800 90.0 111' "110' 65.0 65.0 80.0 90.0 • Bdr-.? � 52-1/8" � --- 80.0 90.0 74° 73' 65.0 650 � 80C 90,0 I 74" 50-5/8" 7� 49-5/8' 65.0 � 65,0 80.0 90.0 6i 80.0 90,0 106-1/4' 50-5/8' 105-1/4' 49-5/G„ 65.0 _650 800 90.0 �_ 74" 83' - 73'' '62" -b5.0 `'65.0 80.0 26-1/2* 25-1 2° II _ / '65.0 65.0 80.0 - 90.0 111" 110" -65.6 65.6 80.0- 90:0 .nq 3T 36" 65.0 65:0 80.0 90.0 74" 73' 65.0 65.0 80.0 �. 9R0 0 ! '$�' 49-x./8" 53-1/8° - 52-1/8" 65.0 65.0 80.0 90.0 106-I/4" 63' - 105-1/4' h2` 61.6 61.6 782� 78.2 80.0 90.0 111° 110' n0.0 60.0 /6- 6:4 . I ' 26-1/2' 25--1/2" 65.0 65.0 80:0 . .'90.0 - 106-1/4' 63° iD5-1/4' --�__ 80d-90:0 37' b3" 36" , 62' 65.0 65.0 80:0 90.0 111` 110' 2e f ." �. - 800 i gr,.0* _ 53-1/8" 52-1/8" 65A - 65.0 80.0 ..90.0 74' 73" 60.2 60.2 94.3 74:3 -74' 63" r3' - 62" - 80 0 90.0 m N - - MADDL.ANCHORS REQUIRED AT CENTER OF UTES AND MTG.STILE ENO°'. _ 0 v� 1 �GJ (1/2w) (1/2W) .. (1/3w) (1./3� (1/3W) (V4W? (I/2W) ' (1/4??)`I g ,*+� p ®NM h� OPERATING VEN1S TO BE 1/2 OF THF WINDOW WIDTH OPERATING VENTS To BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THF WINDOW WIDTH 4 30__I -X0 ON (w 4f � ��Q,I XvX' 'XOX' ` G ICWIW E BULB DIMS PI'T1_P._ _ BUCK DIMS _ OUC_k DAVIS -!�� !I __. o �a r�z UCT RRVssen _ w-Ptvingcvidt the Florida I- Dodds tg'ode 2 ANGE ADAPTOR FRAME Acceg a a Nof -r )AL LEG FRAME 41xWra.lot.L�,1e t flNdGE 0(M:,' _ FLANGE(NARIS.�i� JF�' ! R,,;i q -- - •• ••• • • s • • •• Mt 01.{De6e Prod Cw1001041 9 • • • - •• •_• • • ••s • - T /`T�T i�camo ES ••• -••• �--'s� • • • • ' fiC 1' kY GE: ADAM"$OR FRA t - i U-4 LEG FRAME I Frt,; .AvA0 AMLW _ -- , CML. I •' n FIA vE370591 TD. - SMTG. PAIL: N 538 =o I $ • ••• • c • H.D. M� I7Ail~;. � { a � LIMIT MAX. LOAD TO 165.0 PSF • • • e • LIMIT M:X.*Li) t} TO +50.0 NOS. -/ r ••• • •• •__-• • • -90.0 PSI` C,ASS CAPACITIES ON THIS SHEET ARE • •• E4 • •' • BASZO ON ASTM E1300-09 (3 SEC. GUSTS) � � � 9' 1 d(awing no. • • • .�•�• ••• • AND Fi,ORIDA FUiLDINO COMMISSION 1 S DECLARATORYIA:kMEN"f DCA05-OEC-219 i W1�3-18 DESIGN LOAD CAPACITY-PSR DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF U v (XO OR ON SIZES) (XOX SIZES) (XOX SIZES) o BUCK DIMS. GIXT.+)TYPES,'L(-)`GLASS TYPES'B'k') BUCK DIMS. GLASS TYPES'A'k'Al' GLASS TYPES-'B`A'81' BUCK DIMS. GLASS TYPES'A WAl' CLASS TYPES'B'kT31' 0 .. WIDTH HEIGHT EXT:(+) WT.(-) EXG(+) .INT•(-) WIDTH HEIGHT EXL,(+) INT.(-) DR.(+) -INT.(-) _ Yd0TF1 HEIGM .EXT.(+) INT.(-) EXT.(+) INT.(-) Z - 3e - 25-1/2" - 65.0`.. 65.0 BQ O' 80.0 73' 65.0 65.D 80.0 80.0 73" 65.0 65.0 80.0 80.0 36' 25" 65.0 65.0 8d 0 'B0.0 105-i/4° 2v - 65.0 65.0 80.0 80.0 705-i/4" 25" 65.0- 65.0 80.0 80.0 a 52-1/8' 65A 65.0 80.0' '80.0 1ID" 65.0 65.0 00.0 80.0 110' 65.0 65.0 80.0 80.0 �C o -. .73 '• 65:0' 65.0 80.0 80A 73" _65.6 _65.0 _ 80.0 I 80.0 73" 65.0 65.0 80.0 80.0 a U 25-1/2' - 65A. 65.0 80.0 80.0 105-1/4' 37-3/8 65.0 65.0 800 80.0 - 905-1/4" 37-3/8" -65:0 65.0 80.0 80.0 ®- 36 65.0 65.0 80.0 80.0 110" 65.0 65.0 80,0 80:0, 114' 65. . 0.0 -O t q 37-3/8" _ 52-1/8" ..65:0 65.0 80.0' 80.0 73" 65.0 65.0 80.0 80.0 - 73' 49-5/8" 55.0 0 65.0 800 865.0 80.0 80.0 - Q 73" -65.0 65.0" 0: 80.0 105-1/4' 49-5/8' 65.0 65.0 80.0 -80.0 73" 62" 65.0 - 650 80.0 80.0 25-1/2' 65A 65.0 80.0800 110". 65.0 65.0 80.0 80.0 36' 65.0- 65.0 80.0 80.01 - - 73" 65.0 65.0 80.0 80.0 52-1/8". 65.0 65.0 80.0 -.800 105-1/4' 62" 61.5 61.6 80.0_ 80.0' - - - 73' 65.0 55.0 80.0 .80.0 150" 60.0 60.0. 80.0. 80.Q - , 25-1/2" 65.0 65.0 80.0 W ,. 36' 62" 65.0 55.0 80A 80.0 52-7/8° 65.0 65.0 BGA 80.0 r 73 80.2 60.2. 80.0 80.0 uO1i .(1/2W) (1/2W) (1/3W) (1/3W) (1/SW) O n (1 /?t'0 (1( (1,41'0 0 N N o OPERATING VENTS TO BE 4f2 OF FHE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE.WINDOW WIDTH €€ 3p 3 M XO'0fi OX' xox' 1x0x' b 3 0 U M (.5 m - -------------- BUCK DIMS � .. Gtuu is FIN FRAME . . vada y • • • • • •. • • `I - PRODUCT REVISED '-' •• •• W • • ••• •• I As cmnpl utwith the Ftorida v 0 a®u • • (III B'IAingCode 7 FIN FRAME Es •• •• 2� • • • •• Amphawe No 14 OTS.O �Um;d Ex (Mian Uatb _ o Eng JACMLAHMADDr�Mian DadePlo6uctControlFlA PEN 70592 STD. MTG.`RA1L: C.A.H.3536 LIMIT MAX.'LOAD ?¢ t65,0 PSF LfMl7 MSX. 0 70 X80.0 PSF NOTE: itEa • ¢ • • G!ASS_CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. • •• AND FLORIDA BUILDING COMMISSION J� 20i5 DECLARATORY STATEMENT DCAO5-DEC-219 W10-18 ihet � f 1/8"ANN.GLASS 1/8"HEAT STREN'D GLASS .075" Interlayer 075 Interioyer Soflex CP With PET Core I--Soflex CP With PET Core J By'Eastman Chemical Co.' 8y 'Eastman Chemical Co,' 0 Z .090"Interl r - - 090"Interlo er Soflex Clear And Color Gloss , Sollex Clear And Color Glass By'Eastman Chemical Co.' - By 'Eastman Chemical Co' p U .090"interla er C� Y - � U90"Intedoyer DuPont SentryGlos , --DuFont SentryClas G By T.I.OVPont De Nemours k Co., Inc.' t By 'Fl. DuPont De Nemours h Co.,Inc.' .- 0 O 1/8"ANN.GLASS r1/8"HEAT STREN'D GLASS 0 ry�j pgyl 17 SILICONE 1 I SILICONE - - 0 LL 6a z m GE 1200 - roCE 0 F�K - DOW CORNING 899 5 10 `DOW 1 CORNING 899 . A11 DOW CORNING 945 DOW CORNING 995 to a M7 LL yj Z b 0 % 0 0 f„�s1 EB a E8 m W � M7 AT 1/4 POINTS ON LITES X AT 1/4 POINTS ON UTES - .. WIDER THAN 36" W M7 WIDER THAN 36" N GLASS TYPE '� GLASS TYPE °B` n 5116"NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS _ O .. V) I 1/8"HEAT STREWD CLASS u~=7 C'4 c, .075"Interlayer .075'Interlayer o p N M 2 ry Smfkz.CP With PE;?�tlfBCt• Soflex CP With PET Core - — m - By"'Eastman Chemicol Co.' � f By'Eastman Chemical Co.' �^ .090'.Intedo r 1/4"AIR SPACE ye - ,U90"interlayer p - 500ex°Clear And Color Glass 9/4"AIR SPACE Salley Clear And Color Glass - - o .. By.'Eastman Chemical Co. Ry'Sostman Chemical Co.'' 1/8'ANN. GLASS 090"Interlayer 1/8"HEAT STREN'D GLASS, .090"Interloyer - - DuPont-SsntgGlos - DuPont SsnfryClas By'E.I.DuPont De Nemours:.&Co., Inc.' By 'E.I. DuPont De Nemours&Co., Inc.` - 1/8"ANN.GLASS A 1/8"HEAT STREN'D GLASS G G o r SILICONE ' $TJCONE - - c€€ i m GE 1200_ _. - %a GE 9200 O DOW CORNI"G 899 Z - - - DOW CORNING 995 rDOW CORNING 995 I o Q � MI ',' DOW CORN NG 995 - - - fl N 44 o N O m o a � / • • • • .�camo AT 1/4 POINTS ALC SIZES • •• • • • ••(�A�) AT• •- • • • • • Y 1ft POINTS ALL.SIZES _ •• ••• •• • • Y •• �p gPAC6 CONS �o ' GLASS TYPE 'Al' GLA TYPE '$1' LSTT�4P: En9r:JAYAU P1tvA0 ' '' ' OSffi.Oi V'ERAG.INSUI.•-SAM.aA530.70"OVERALL iN5tDL. LAM.GLASS '�'E' CML PRODUCT RBv1SBD METAL SPACER AROUND 'f V PEtr 70592 ns complying"ilk the Florida n • ••• • ••• • • THE PERIMETER OF THE GLASS. �AN:.3538 IIuiia9ing C <4•o915.a7 ode ,t a -• • • - • • • • • • Aarcnlmua No NOTE: . LTx'mhon Do o u • • • • • 2C12D IN ORDER TO QUALIFY FOR MIt1ALL MISSIVE IMMOT RAVING • • • • r C^ EXTERIOR PLY OF GLASS �:� 'At% '®1'.", T Ell!.1EMPERkt}•. • Q �y-1, • • • ,;than adcProductCauU � drawing no. sheet 4 0f��1 �•��-'_�' TYPICAL ANCHORS .��{�RF �g}�•Aly -SEE ELEV. METAL t FLANGE By FOR SPACING \SfRUC1L'7E IADAPT@S WOOD BUCK\ < i I t.4: I .• 1 IYPICA Ari H—$ I a j.d �rOR uPAaNG 7 + -`•t g 3 q I EOGt!0151': I ML411 DARE COUNTY APPROVED MULLION k MULLION ANCHORS ..SEE S£FO,P,ATa HOA a w a£OG DUT: I D%-i is T. '�jm I si 1 a IS tm i I 11 �I 1 1 i _- gi OE I 0aeo ? ( \ ( TYPICAL ANCHORS : TYPICAL ANCHORS \�-SEE.ELEV. SEE ELEV: ..- FORSPACING _-. . I. 11 FOR SPACING W i ZZ� W � 2 NV IUN. WOOL) SUCKS 1YD MkTriL STR SCTURF NOT BY CGI WDW. MUSTSUSTAINLOADS VM OSEO SY GLAZING SYSTEM i AND TRANSFER THEM TO THE BUILDING STRUCTURE. I9, m 91 I � PYPTCAL_AIdCH(bPS: sFx ELEV,FOR sPACI4c1 r MtN. - III 1/4" DIA. TAPCON A=°' (FJ=tza Kst, F,,=iPz KSI) �I � ML ' 55 K51) v us Fu=177 KSL Fy-10 EINTO 2BY WOOD BUCKS OR WOOD STRUCTUR0�� ,a -1/2" IN. WOOD, - PENETRATION INTO N00D o+ al L' I THRU 1BY BUCKS INTO CONE: OR MASONRY O o !! ® F �.E. W a I W WHEN lbf0 THE[u I WOOD-IU'.K I c9 i I II DEPTH StY L R 2 :4c UNE OF 1-1/`i" !AIN. FMBED'iNTO CONC. OR MASONRY 0 .rD n I .i WOODZCt, fil PsRMIr,EG. DIRECTLY INTO GONG. OR MASONRY d Z_ LL iLL --1/4" MIN. EMBED INTO CONC OR M CONRt• �o -� i wf ! I I j L6°Vp^: ( • i i 1�. CRS) U o ! w INTO MIAMI-CAGE BOUNTY APPROiKO MULIlONS (MIN. THK.=.OcJl,) INTO METAL STRUCTURES �I - STEEL 1/8'79i NAA y 36 KSi MIN.) I I I ALUMINUM 1/8 TH Ij!N ;I u63MIN.) k U {STEEL IN CONTACT WiTr1':lLtJt+f+N.9k: TO BE PLATED OR PAINTED) 9j �P I -- � iXW E7 _Afi1LJW NQ 2 !I { 'Yjz7� T� B a 3 I WOOD AT HEAD. SILL OR JAMBS SG $0.55 MIN, w •• ••• • _ CONCRETE AT HEAD, SILL OR:JAMBS Cc - 3000 PIA MIN. 1 •. • • • t • I 'C-90 HOLLOW/FILLED SLOCX AT..JAMBS f'm -2000 PSI MIN.es J�e S N L d ifnV ISLD w .. - - '.rz<rnmPli log,rifle the Flaridfl n' I' I- FIA PF 7v5>1 I E ems-- r��i«n 1.�f�`•%x9r�a� � h • II • •2'�a .. .-EDGE IST.`v_ `' •.s.."'•e.° .� �"rti �. •I�.,`Y • • `a Ian Cr"`P r..�J' .. C>.2.....39 I k. • •• t et F / 1 drawln no. TYPICAL ANCHORS ••! i I M•! tdrlCA_ANCHt�tS - II /� / qg Ntm 9a Pratuct�fm - ��t nS q o I lay:_ SEE ELEV. -. ..!�. .'� �. � Ef-EIEV. ' {y h3: YY 1.O—i 8 1 .06 BUCK FOR SPACING OR SPACING w sheet 5 ofl I • •• •• • • e •• •• _ FLANGE & FLANGE_ADAPTOR FIRM E 4.V M _ 1/4.MAX 8"x'�-..... O - - BUCK WIDTH _ .._ 1%4'MAX. c SHIMS. -- SHIMS GENT WIDTH VENT WIDTH Z % TYPICAL ANCHORS —". FLANGE' ADAPTOR FRAME O -' ' SEE ELEV.. FOR SPACING. 0 '/Zeds 0 a OIL U -- 1 a _ — - _ 1 1/2 p 0<R - 2 WOOD e K 0 n 9 OPTtONAI = _ W p- _._:._._. - - WOOD STRUCTUR IBY WOOD BUCKS Q fll d t F o XOX LAYOUT EXTERIOR TYPICAL ANCHORS Li - _ D.L.OPG. -.SEE ELEV. FOR SPACING - 2 1...MMI–DARE COUNTY. - - - .. ._ - -APPROVED MULLION $MULLION ANCHORS _.. - SEE SEPARATE MOA ® c3 m BUCK WIDTH BUCK<WIDTH �. OALTERNATE �- o Ow SWEEP LOCK ai ®� 1 OPTIONAL TO r T SPRING LOCK - Ir m N TYPICAL ANCHORS" E4 SEE ELM FOR SPACING Z YY _ 1/4 MAX - BUCK WIDTH 1/4'MAX• .. \� v"'a - — W SHIM �___ _..-- I.— , -- I SHIMS VENT WIDTH TYPICAL ANCHORS. ,4 � ,0 �/ SEE-ELEV.- .-TYPICAL ANCHORS 2 • z FOR SPACING i - - FOR,SPACING - ., –_ • i • INTALLATION DETAILS SHOWN ON PAGES 5 -.. • • • • �I AND 6 APPLY TO BOTH FLANGE FRAME AND m a®o METAL - • + + - •• ii FLANGE ADAPTOR FRAMES. STRUCTURE` ;� — - .wD Engr•.JAVAD L AHMAD pRODUCT REVISED l SCREENS CMa ' ,– FLA PE/70.5112 rs eonplying w•ilh the Florida- o }! • C.A.N.3538 Etnldiug Code • 'E5 •• •'' ! •••f • D.L.• I.• 0 . WOOD BUCKS Er•- • BynAiron Dxlel '%` '4cJ2e) 8. iV Product control Browing no. .1 015 _, sheet 6 of 11 RS M'LTAL 1BY - ETYPICAL EUEV,,INGO STRUCTURE I l.AL_ S:E4_Y FRAME wM WOOD BUCK I TYPICAL ANCHORS / - _ _ _ __ (® 0 . ..� E ELFV. m - i Fr-------------- FOR _ _____ `s____�1.. II d° '°-d a °-� EDGE DIST: R SPACING =r I I MEAMI OO.DE COUNTY APPROVED !I Zgp Gi g I t MULLION& MULLION ANCHORS I Q aOCE ISEE_: EPARATE NOA T. a I EDGE I i is o �- tl DIST: i13_: 1 zI.. Fa I O E7 TYPICAL ANCHORS 0 LL,.ap TYPICAL ANCHORSSEE ELEV. SEE ELEV, FOR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY i INTO WOOD, CONCRETE OR METAL STRUCIORES Q J t( TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD SUCK. SEE ELEV. FOR SPACING II �2 3/B'MIN. 1/4'MAX CC 2 G 1 to _. r n III 2-3/8'MIN. 0 W o _ _ W 2 O - — •- f 0 0 �, _ —.._ Imo_.1l. >>>\�.> o >N M ri I ___. Q0' M.n 13 w o WHEN USED TAE,MIN. WOW BUCK d Z Z _.._._ ._._.._ _.._.. DEPTH SHALL BE IVC THE USE OF C 1O va MIAMI VEDE COUNTY 0 _n ____' DEEPER OR BEVELED WOOOBUCKS 5 � APPROVED MULLION O � PERMITTED. �._ &.MULilON ANCHORS SEE S'cPARAFE NDA , U DUCK WIDTH' BUCK_WIDTH I I e f {1 I p r 1 _ E7 o I _. 33 1 - u �, r3 1 i c y •• •,•• • • • • • • 8 - - •• •t 1 A t t ••i • 'a n LTYPICAL,ANCHORS .SEE ELEV..FOR SPACING E"r:JA AD AHM40 I a Go00 (WL PRODUCT REVISED XI FIA.PE/70542 - m Co.plyhig with the Elands d° c.a:353E Buitdn2cade f4(9/5.G7 k • � • or."- it♦ • � d Aeeeple cce No • 6 �' '` '.a a • ,�• • � _. _' Exton bale .�� v EDGE DIST. < P+•• ••<' 1 d • •d .0 0 TIPiCAL ANCHORSTYPI AL I -SEE ELLV. Axl c Dade Product Conl L,--`iowing 18Y SEE ELEV��S • •f.."ie' °••• I FOR SPACING 111v d W10-18 WOOD BUCK FOR SPACING ' ° sheet 7 of'I� ILLUSTRATIVE,OTLS.ONLY TYPICAL ANCHORS FIN 3'1�LiME- �� I - EXT.OR INT.FINISHES SEE ELEV. NOT BY CGI FOR SPACING - 1 0 ( o•t Z HOUSE WRAP 0 I'I PI_1_ _ANCHORS: SEE ELEV.FOR SPACINGNOT BY CGI -� - —.- O u IS o (GRADE-2 CRS)- A2 z a 1 ,NTO 2BY WOOD SUCKS OR WOOD STRUCTURES _ 1--+,/2" RAIN. FrENETRATION INTO WOOD r CAULKING 0 0 a� .0 I i I 0 1 Q uZi.�'� or IOf W + Y A WOOD.STRUCTURE 9/a`GAP MAK. BUGS:'NIDTH - 1/a'MAX: NOT BY CGI - la--. - — ! ti z Uf I� 1 . a t/2'MIN. ✓"•MIN+ (V'- 63 `to� O . oMM ii Zzti I I 3 o g n 12 BACKBED�.. 7 CAULKING I I �y I i el L L I 1 ET io Al - SCREENS OPT. I _.-_ :. I 1 - El lip r mg ... j s. HOUSE 4 FAF 10 I y WIT BY CGI oa (Ei� I • ••• • •- • °• • •• EXTERI®R p ' O IE2 • •• !• • 0a m o • • ••• • i B 22) tBACKBED• • • • • • • • -W-0 CAUL •• • • • •• o - .. Eogr:3AVAD A11MPA -PROLIX T REVISIA 1 A h1A,PE 70552 CIVIL mcomrlyin cilli iliaFW!da HOUSE WRAP ••• • R rNi/4r G? ' \ NOT 8Y CGI ~— • — • • • • CAN.„536 Accrµ^�� Ao $ t '/2, : • i.:: • • • • ` It EaµrmSron irce� .. ZD E o u Fy Y ••• • �I••• • 090 • < J� �o'� jyJiamU�aeF:nSe tts5:•tmi dmwmg Iw. ` TYPICAL ARCHORSSEE ELEV. FOR SPACING •„_'•_�`- _ - �-•'' - p - sheet-B of 1 7 ITEM PART$ QUANTITY',. DESCRIPTION MATERIAL MMP./SUPPLIER/REMARKS E1 CGI-100 _ FRAME JAMB®FIXED GLASS 6053-76 CGI EXTRUDER ��u o E2 CCI-113 FRAME SILL 6063-T6 CGI EXTRUDER E3 OGI-102 - FRAME HEAD 6063-T6 CGI EX!PUOER - z 1•. E4 CGI-103 - MEETING RAIL - 6063-T6 CGI EXTRUDER 0 E5 CGI-104. - LOCK RAIL - 6063-16 CGI EXTRUDER ED OGI-105 - HANDLE RAIL 6063-76 CGI EXTRUDER - G p E7 CGI-106 - SASS RAIL 6063-T6CGI EXTRUDER E8 CGI-107 - - 5/16-GLAZING BEAD 6063-T5 CGI EXTRUDER E9 CGI-108 - A 0.700"GLAZING.BEAD' 6063-T5 CGI EXTRUDER-: _ n 610 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER R •{ Ell CGI-110 - NAIL FIN ADAPTOR - - 6063-46 CGI EXTRUDER c' �u E12 CGI-135 - IF FRAME JAMB 0 FIXED GLASS - 6063-TB CGI EXTRUDER ,. 0 <p^ E13 cG1-136 - IF FRAME HEAD - 6D63-T6 CGI EXTRUDER - - 0 W E14 6G1-139 - - 7F FRAME JAMB 6063-T6 CGI EXTRUDER - Ld a Ld; E15 CGI-140 - - 1"MUNTIN 6063-TS _CGI EXTRUDER - �I.z�= E16 CGI-141 _ - 2.5"MULLJON s 6063-T6 CCI EXTRUDER sl11 g ET7 CGI-605 - SCREEN FRAME. 6063-15CGI EXTRUDER - E18 CGI-114 - SILL SNAP IN - _ 6063-T6 CGI EXTRUDER ' E19 CGT-115 SILL FILLER 6063-T6 CGI EXTRUDER - a E20 CGI-116 - FRAME JAMB - --_ -606.3-T6 CGI EXTRUDER E21 CGI-117 - HO LOCK RAIL 6063-T6 _00 EXTRUDER - n E22 OGI-138 Tf FRAME SILL - 6063-T6 CGI EXTRUDER vai E23 CGI-109 ---- FRONT FLANGE ADAPTOR 6063-T6 CG;EXTRUDER K o - 0 141 `CGI-382V - ._:GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) --. PVC M2 CGI-nT. - - - SCREW COVER(OPTIONAL). PVC - M3 CGI-112_ 3".M. ANCHORS EQUAL LEG COVER/SHIM PVC - N o • M4 - 0.700"X 0.040'BEAD CE1200 SILICONE - - SILICONE GE (n Ln n 0 3 Nn e M5 - 0.700"X O:OgO BEAD DOW 995 SILICONE DOW O rJ 1 .M6 - 0.700'X 0.040'BEAD DOW-899 - — SILICONE DOW ®3 M7 - 2/LITE SET7iNG BLOCK - -_ --._ EPOM DUROMETER 8035 SHORE A Jt Q —_ - : i w M MB - - PR07ECTO WRAP WATERPROOFING OR EQUN. - - - _C) " -M9 684_ :_ ROLLER TRACK:. __ PVC - M70 CGI-128 2 PER SASH ROLLER HOUSING NYLON M11 _W23201NG - PILE WITH CENTER.FIN WOOL VLTRAFAB OR EQUIV. - M12 - CGI-129 1 PER SASH. -EGRESS LOCK ALUM. -SUILNAN M13 CGI-171 2 PER SASH HANDLE RAIL END CAP - - NYLON M&M M74 391-N 1 PER SASH is ANRLIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30-PPIjE a G Mt6 CGI-134 _ -- - JAMB SPACER' - PVC PROTOTYPE OR EQUN. M17 A3073040.1-32 1 PER.WD. CART LOCKJ. ZINC TRUTH OR EQUIV. M18 CGI-132 2PER WD.2' SASH STOP - T PVC PROTOTYPE, - rc z M19 CGI-111 ®FR. HEAD SCREW COVER - PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM(8/T BALANCE) - —— NYLON MB:M M22 _ VA.RIES HI-FLO WEEP COVERS - PVC - .AME5BURY OR£QUY -• � ' • m °gd'g' S2 2 OR 3 PER CORNER 19 10 X 1/4'LG.1L.146 SEAS.•STAST.*SSilmBL1 SCREW - - - `I 53 -- - 1 1/4"EMBED. (I 8 X 1 1}12"LG.MR..PR.SRS.AN/'1 0 REW S4 - 4 PER WD. #8 X 1 2 H'�l.�S'� lAN F�8 I(€T BREW•_ A -- - 0 -'S5 _ 2 PER 46. -8 X 1'L0.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY — - - ---_ - - _ �'6.X 1/2'LG.FH.SMS.®OCI-133 &CAM LOCK _ _ Ergr.JAVAD AHMAO PRODUCT REVISED S6 r _. CM ascomplyingwiththeFl°rida `I 4N FLA PE 0592 S8 - W®M.RAIL /:10.X 4'LG.-PHL. PH.SMS. ST/ST.ASSEMBLY ME NG L - - --- CAR.. Building C°dt a .. 59 - 2--PER ANRUFT 1 i. ANNLIFT 0 5$'•L PH T. SCREW • AcceplauccN.14�O�tt5.01 _ • - Ex iralial Dale r - c #. c .. • •• • •• •••: • Miwn4�de Product'• Imt,�1 drawing no. ••• • ••• JA 72bt W10-18 sheet q of 11 -2.440 t--2.440 2.113-- w-.065 .490 . .120-�j� t� u � t� ,1U5 .050•TYP. �3I f III .705 50 TYP. 2.,01 ! 7 s.s5o If 1.680 1-_-I I LIZ I I 1�51.301 1.601 065 1.3101 I 1 .864 .864 I 2.848 I 2.346 TYP. I1.220 � 17 �T111 I 0503 I 5/16" GLAZING BEAD Es .700" GLAZING PFADL1395-!!L_�� 1.455 TYP. I �. E11t - 9.449--� I -}-- { 1 368 - .745!-+- NAIL FIN AD4�Eft 1�T.395�1�' 293 y ,.Ois �! c.oss L Iy 1s0 0 `a f OEf3 FLANGE FRAME HEAD �E3 FLUSH FRAM - E4 MEETING RAIL - - lJ E HEAD _ -1.496-`I. . taJ 050 T 06 .060 1.015 -1.413- 1.015 -- 1 4'awa1.140 1,140� T0Y6P5 1 'FLUSH FRAME COVER' 0- SCREW C3VER 2.264 3 9 Ie I !II rLj ' if,7, 11.220 yp, I --- .065. --L TVP. ,. _ ir�( 065 4.430 TYR - 3.930. .TYP. if 3.685 2.885 3..166 2.885 �I . LOCK RAIL Et9 SILL FILLEP. � ..--- _ 1.450--^# _�n� I( � 2.440 __� �! - �- .550 �0�- 2.440 l__ r -j 2,310 E22 FLANGE FRAME Sit.L -� FLUSH FRAME SILL -i _. 1.015 TYP. ,:220 2.737- I - 2.737_-_- l._. `� r E2.\ 0 •M FLANGE'ADAPTOR 065 - f �' 085 7YP. i _TYP. - E21 -ALS. LOCK RAIL 2.505 2.613 2.585 2.613 .0 , .065 • �1.000 399.21 37- ..500 1 �..__ 2.11!9 5 2 � i. E14 FLANGE FRAME JAMB (MOVING) 0-FLUSHFRAME JAMB (MOVING) i - - - - - - 1 .911 •• ,.Ca1 • • • • -•1.1.043 T • • • • �i E HANDLE PAA, •• •• •• -• • • 1.025 f�c��,�, 2.505 .065 TYP. 2.;0.5 .065 TYP. - Engr.JAVAD AHMAD I 1 7s cab Pi!eng Guth tho Florida n tcm FLA PE 38 2 I 1 {.015 !• 15• • •• • • • • •�P, AS 1.395 CAN. 538 8r:Idms Code .{F r Accegtmxc,Yo1&�sx' • • •I� I £xp`rehan lhlte 1.000 •• .500. �• •• • .0-4 I` • •� - - I A z� BY .1.745 ••• 1.245- •• • ••.• 1.d�5 la Ir,9ian' 6 e t'roduct C 0vud✓ d ar wing eta. I W10-1 8 E12 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) E7 SASH RAIL - shseS 11 of i 1 a � U i A CON— I RH R 4LIS� i N � E ER+LM= FE6 � ,! VENT TOP/iitomm CORNERS Sz 00 w MMMpiii 0 u t- / 3NMm - / ®3;M" - a Zz-s n 1010 o0:W m$g� t J •v ••.� "• • • •/• •• l oo�og t • •. • v • • • • • r , go 0 -` FRAME BOTTOW CORNER Eng=invapa+MAp PRODUCT REVISED ' r CML as cwnplying with tlw Florida. �h ILA.PE 70582 Building Codc "d • • ••• • • C.A.N. Acceptonce No -f^1�za o • • S ' • I .��----��,•' � • • • Bxpirelion Dale • ,. *1 0• • • • M" )nde Woduct Con ••• 090 • • • •. t1qq drawing no. ElxeD MST, RAk RN COEA -- __ l W 1 -18_ - _ - 0:0 • • • • 0:0 • • .gas- _ I M IAMI•DADE \IIAhiI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599"' NOTICE OF ACCEPTANCE (NOA) rr�rn.miamidsde.¢ovleeonamv CGI Windows&Doors 10100 NW 25`4 Street Miaini,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(hi 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 110"Aluminum Single Hung Window-Z.M.I. APPROVAL DOCUMENT: 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 the revision B dated 09/09/14, 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 logg't;fty, state, 1 model/series,and following statement: "Miami-Dade County Product Control Appro)OX, unless 8&erwise • noted herein. .. • www• • w•www• w• wwwwiw j RENEWAL of this NOA shall be considered after a renewal application has been,fistwand there•lias beery.w. no change in the applicable building code negatively affecting the performance of this-pt duct. :•w•;• • •wwww TERMINATION of this NOA will occur after the expiration date or if there has b��rS a revision or change••;w•• in the materials, use, and/or manufacture of the product or process. Misuse of this�f4VA;as an ep0br*mentw..... of any product, for sales, advertising or any other purposes shall automatically terp0ip0�,this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal:)f MM. •••••• wwwwww ADVERTISEMENT: The NOA number preceded by the words Miami-Dade GSynty, Florida, and:• w followed by the expiration date may be displayed in advertising literature. If any Sortton of it� bA is • displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by,the manufacturer or its distributors and shall be available for inspection at the job site at.the request of the Building Official. This NOA revises and renews NOA# 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. /4 = ,% NOA No. 14-0915.86 t�MIAMIMf r Expiration Dater September 22,2820 5 Approval Date: Tebruary O5,2015 f Page 1 I CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alun S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision B dated 09/09/14,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 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.H'TL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No..10-0510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 •••• D. QUALITY ASSURANCE • • •••• 0000•• 04 1. Miami—Dade Department of Regulatory and Economic Resour� SER}.•••••; •••; 0*0 E. MATERIAL CERTIFICATIONS 000000 •••••06 0000 •• D•e• 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont ftwours I& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,evmrig on V/1* 17. ..,... 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Che * ].Company (MA) .' for their"Saflex CP -Saflex and Saflex HP Composite GlasgInteilayeris w�t�l;PET•••• • Core"dated 06/19114,expiring on 12/11/18. 00. .0 •.... 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Cheri teal Company�A) 0 • for their"Saflex Clear ane!.Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. Manuel,Ptroz,P.F. ' Product Control ammer NOA 0915.06 Expiration Date: September 22,2020 Approval Date: February O5,2015 F-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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-Faroocl Corporation,signed and sealed by Javad Alunad,P.E. 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 No10-0510.11) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009,signed by Renzo Narciso. (Submitted under NOA No.10-0510.11) G. OTHERS 1. Notice of Acceptance No. 11-1115.08, issued to CGI Windows and Doors for their Series"110 Sentinel" Aluminum Single Hung Window- L.M.I. approved on 01/12/12 and expiring on 09/22/15. 0000 . . 0000 0000.0 0000.. 0000.. 0000 0000.. 0000 . ... 0000. .. .. 00 0000.. 0 000000 0000.. -00 0000.. 00 0 0 ... f Manuel Perez, .E. ,.' Product Control xa iter NOA No. 14- 915.06 Expiration Date; September 22,2020 Approval Date: February 05,2015 E-2 53 1/6" 52 1/6" 52 1/6" U FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16" 47 7/16" 47 7/16- 3 FOA.O.(FIX.LRE) FALSE MUNTINS D.L.O.(FIX. LITE) FALSE MUNTINS --_-� D.L.O. (FIX. LITE) 0 1 20 9/16" (SURFACE APPLIED) ZO 9/16" -'(SURFACE APPLIED) - 20 9/16' 6"MAX. MAX. * OPTIONAL 5 1/2"MAX. MAX. ** OPTIONAL 5 1/2"MAX. M ** w a HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL HEAD SILL „ s CORNERS a CORNERS 6 CORNERS 7 O' O 3 i ii n ii ii i j � D I4 H I7 11 41 if �p \X 1l__ ..i_11_____ � �•X it _ .�_II__ _ \X _____ / 11 aQ M tl II G M - 11 tl 1 II f it 4�y�y� 6 p _4...a ii g O B ii ii p 7 li ie .O M^ 1,aJ} W Y p W ^x ^x E it / it it / II It / it O O W II /f II m f7 `d it II N M Z M1,\j v 'i 11 �a O O-J 1W fl fl yy M II II NN M M � II XXQ to v > p it it m O it II s �'' C ii-- - it Z m V) It a 31mZ a p Ow -.--------.. s a,- ............ cn 7 mZ mFALSE MUNIiNS mg ( 47 7/16" 47 7/1 fi" iv 3 zz (SURFACE APPLIED) n 1 y n 47 7/16- tv z 3 N;,- & m D.L.O. (VENT) 1p D.L.O. (VENT) \ OPTIONAL D.L.O.(VENT) \ O0 3 M m N 50 1/4" 50 1/4" N _501/4' N w't z Z LL o ----------------- VENT WIDTH VENT WIDTH VENT WIDTH z o FLAN" Ec FI.ANGS AMPT R FR QUAL LEG FRAMFIN E v FRAME a SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOjQ TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BC AS PER CHARTS SHOWN ON SHEET 2. g APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN g td OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS SPACING EXCEEDS 20 9116" a IN BETWEEN. § LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. ••• ••• ••• ••• • • ••• w Ye THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • LAMINATED GLASS p o$$ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSULATING LAM. GLASS • •• • • • • ••• • yam HURRICANE ZONE (HVH2). • • • • • • • • • LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORSgr 'SAD AHMaD I t CML PRODUCT REVISED c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - 1 A. # ns comply6lg with tha Plor(dn ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETAtLS ARE • • • • • • • • • B"Ad"'2'Cij1eNOT PART OF THIS APPROVAL. • • • • rvA LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.••• • ••• • ••• • AY Ldrowin no.MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 9COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE �10_03 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 15 �-r' !' - sheet 1 of ••• 00 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP 7i "11 FuNGE DIMS. I BUCK DtM3. cuss TYP88'A'k'AI,MASS TYPES'E'ldMI, FLANGE DIMS. MUCK DIMS, jun.7op LTTE GL453 TYPES'VeAl'OIAS4 TYPES WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1HT.(-) Exr.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIA1. W.(+) INT.(-) EXT.(+) INT.(-) 3 19-1/8' 18-1/e' 75.0 75.0 80.0 85.0 63-1/8' 76' 52-1/8• 75' 36-1/4' 75.0 75.0 80.0 85.0 26-1/2` 25-1/2' 75.0 . 75.0 . 80.0 85.0 49' 79 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 3T 1. 25' 75.0 7" 80.0,_. 8550_ 20-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 a 49' 48` 750 750 8010 85.0 3Y 30• 63-5/8• 75.0 75`0- 80.0 85.0 4 pO 53-Ily 52-IJS' $A 7w 80.0 85.0 33' BS' 32' e4' 80' 75.0 75.0 800 85.0 19-I/8' I8-i/8' 750 75.0 80.0 85.0 37' J6' 53-1/Y 75.0 75.0 ,1" 85.0 d a 28-I12' 25-1/2' 75.0 75.0 BOA _ 85.0 43' 42' 45-II4' 75.0 75.0 80.0 85.0 a 37' 38-3/8' 36' 37-3/8' 75.0 75.0 80.0 85.0 (A 49' 48' 75.0 75.0 80.0 85.0 2i 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 WIDTH u Yj C7 V 4 i9-1/8• 18-1l8' 75.0 7&0 80.0 85.0 m 9 �{ 28-1/2' 25-o 75.0 75.0 80.0 85.0 LL Q'r11; 37. 50-5/8' 35' 49-5/8' 75.0 75.0 S0.0 85.0 49• 48' 75.0 75,0 80.0 85.0ttW}D 53-1 J8' 52-1/8' 75.0 75.0 80.0 85.0 Z 19-1/8' 18-1/6• 75.0 75.0 80.0 85.0 = i 28-IJ2' 25-1/2' 75.0 75.0 80.0 65.0 37` 63' 36' 62' 75.0 75.0 S0.0 85.0 0 m 49` 48' 75.0 75.0 80A 85.0 m 53-1/8' S2-tJ8' 75.0 75,0 80.0 85.0 19-1/8' 18-I/8• 75.0 75*0 80.0 85.0 28-1/2' 25-1/2• J5.0 75.0 80.0 85.0 In N 37' 76' 36' 7V 75.0 75.0 80.0 85.0 49- 4s' 75.0 7s.o 80.p e5.0 UNEQUAL LITES (ORIEL TYPE) w 53-1/8' 52-1/8' 75.0 75.0 80.0 85.0 2 LL 19-1/8' 18-1J6' 75.0 780 au 85.0 ur of 26-1/2' - 25-IJ2' 94' 04 75.0 75.0 80.0 85.0 ? t` 37• 36• 75.0 75.0 80.0 85.0 . . BUCK DIMS Nt'TYP. 'Q 3 N M w 46-1/2' 45-1/2' 75.0 75.0 80.0 89.0 0 3 M m Z " w :i o.R WIDTH nAMSifFSB>idE U FLANGE DIMS _I w BUCK DIMS G� :j r o�R !; EQUAL LEG FRAME _ € 4 � BUCK DIMS EQUAL LCl S •• ••• • • • • •• '':E • N 0 p s • S 00o 1 BUCK DIMS E r'JACAALAKMAO PROpUCT RLiV}St:D "t FIA PE/10592 .COnilYiug wish the Florida Y • ••• ••• • • CAN,3538 I3uildia8 COdc /M Acccptexce Ak h0 f`t'V't��J. Ire - " Sn• NOTE: • • • • • • •• i Lxpirwi oma / Q �� $ 9 GLASS CAPACITIES ON THIS SHEET ARE • • • •• • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) ••• • FLANGE �1AT��-RAMS pN y RIL i�iade Product drpwing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS /. W10-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of g f 1/8"ANN.GLASS 1/8"HEAT STREMD GLASS 075"Interloyer 075"Interloyer oI Softex CP With PET Core - Soflax CP With PET Core Z j By'Eastman Chemical Co.' By'Eastman Chemical Co.' Q gx 090"interloyer 090"tnterloyer }. N Saflsx Clear And Color Gloss Sofiex Clear And Color Gloss a By'Eastman Chemical Co.' By'Eastman Chemical Co.' GdtG 090"tntedayer 090"Interlayer 'tf DuPont Sen"Glas DuPont Sentry0os �t By'£.I.DuPont De Nemours&Co., Inc.' By'E.I.DuPont Do Nemours&Co.,Inc.' w 1/8-ANN.CUSS 1/8"HFA1 STREN'D GLASS e„! SILICONE SILICONE Q p z m GE 1200 i m GE 1200 8 4 & s m DOW CORNING 899 >: m DOW CORNING 899 iv MI DOW CORNING 995 H Mt DOW CORNING 985 QI� \ \ T Z i a a -------------- ES -E8 4a1 E8 v°1i X AT 1/4 POINTS ON LRES X AT 1/4 POINTS ON LITES `Ot W M4 WIDER THAN 36" to M4 WIDER THAN 36" m GLASS TYPE 'A' GLASS TYPF. 'B° O 5/18' OVERALL LAM.GLASS 5/18"OVERALL LAM.GLASS & S.M.L) 0 w 1/8`-AM.GUSS- 1/8"HEAT STREWD GLASS 3 N -075".Interlayer 075"Interlayer Son,"CP With PET Core Saflex CP With PET Core y+ m By'Eastman Chemidai Co.' By'Eastman Chemical Co.' w Z z U.m 1/4"AIR..SPACE.. 090"Interlayer 1/4"AIR SPACE .090'interloyer z ' 00 v --Sanex Clear AndColorGloss Saflex Clear And Color Glass By'Eastman Chemical Co! By'Eastman Chemical Co.' y U p g 1/8"ANN.GLASS 1/8"HEAT STREN'D GLASS 090"Interloyer 090'Interlayer w DuPont SentryGlos DuPont SentryMos By'EI. DuPont De.Nemours de Co., Inc.' By'E.I. DuPont De Nemours&Co.,Inc.' vy C� —1/8"ANN.GLASS 1/8'HEAT STREN'D GLASS SILICONE SILICONE . z.m GE 1200 z m GE 1200 0 8 R DOW CORNING 899 DOW CORNING 899 8 Alf DOW CORNING 995' \ M1 DOW CORNING 985 a �g x . • • • •• p 0° r a Es s a E9 • s i e i i " 6S M4 AT 1/4 POINTS ALL SIZES W! • IAIt At I� 0 Inks AQ SIJEJso • AIR SPACE CONSISTING OF,. GLASS TYPE 'Al' GLASS TYPE 'Bl' SPACER; 1 n9: r E AV NistAO PRODUCT REVISED 0.70"OVERALL INSUL LAM.GLASS 0.70"OYERAI.L INSIN..LAM.GLASS METAL SPACER AROUND CIVIL ` (L.M.I ONLY) • ••• s ••• • FLA. PE 7os92 as complying kith the Florida THE PERIMETER OF THE GLASS. o • 060 CA.N. 530 BuilduIg Code $. • • • • • • Accepumce too fo�G � � �' ••• • • ••• • • •• • f Expiration Date .i9"3 v 9 {, (S.M.I•) . .• • .. . • • l o Uy IN ORDER TO QUALIFY FOR SMALL MISSILE IMPl1L•f•RATI* ••• • ••• • J 7 AliamiDadeProduct 10004011 EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. sheet 3 of g off 0 • • :.o.: • c • •• r• ••• 0 0 0 ••• • • TYP SEELEV, `� FLANGE & FLANGE ADAPTOR FRAME A�yI,V M lay FOR SPACING ie,,'?e-•�_.'..I-"a d_.. Zoappti a y"Q aWOOD BUCK METAL �gI STRUCTURE EDGFn.01ST. TYPICAL ANCHORS -------------- -------------------- FOR ____________________ FOR SPACING MMDAD£COUNTY APPROVED ak MULLION ANCHORS DIST. SMEUELLISONPARATE k0A oEODIT. [SEE ELE" . TEDGE 01ST. ------ --= -- oUR S ML74A < i 55 - TYPICAL ANCHORS TYPICAL ANCHORS o sIJ & SEE El SEE SPACING 4 fQ p N i FOR SPACING FOR SPACSNG 0 3/p-B MIN { WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MU5T SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C� a AND TRANSFER THEM TO THE BUILDING STRUCTURE. a SWEEP LOCK 2 3/8'MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING n OPTIONAL C EGRESS LOCK Q 0 v ES 1 �/4" DIA. TAPCON BY 'ITW (FU-120 KSI,FY=92 K51) � S AT SILK - a ` le MA, ULTmmm BY -ELW (FU-177 KSI,Fy-155 KSI) 3 0- INTO WINTO 2BY WOOD BUCKS OR WOOD STRUCTURES z \`J E5 1-1/2" MIN. PENETRATION INTO WOOD " m 2N o Ea I THRU 18Y BUCKS INTO CONC. OR MASONRY O to N 0 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONIC, OR MASONRYo ONM„1� tx DEPTH SHALL BE 2%". THE USE OF �,: C3 3 WI DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY Z z 1 PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z 3::0 R o�� i #14 SMS OR SELF F DRI IN• SCREWS (GRADE 2 CRS) U p Q d i i = INTO METAL STRUCTURES u STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V 1 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) Lw � INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") 2j R F N (NO SHIM SPACE) g • 54 . fib EDGE •�i 1 INTO CONCRETE AND MASONRY ae Z"MIN. E6 INTO WOOD STRUCTURE = 1"8R: w i •• ••o • • • • • •• INTO METAL STRUCTURE = 3/4" MIN. `o" M9 • • • • • • • • .w a • • • • • • • 2 • •• • •• • • ••• • WOOD AT HEAD, SILL OR JAMBS SG • 0.55 MIN. v<<m C to • • • • • • CONCRETE AT MEAD, SILL OR JAMBS f'c= 3600 PSI MIN. o •• ••• •• • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. _ o ' ] —Emil.JAVAD AH6U0 PRODUCT REVISED t s .. ".� .. d° a CML ° FTA.PE/70592 as complying with the Florid. _ • .91tl;i...::" `.•.,•ry`~.,�... ~ �'°1•. - CAN.3538 Building Code :. i a • • ..,.�. ° • a v • '� "• <" AcctplanttNo�r _ 8 $ .S o.". .•. .. • : ° •. .4 •'� j Elpkmia:Dalt o EDGE DIST.v. r- '' \ • ".. • •. • I •2 8 * • < TYPICAAL ANCHORS U / �y � --:..P.._._._ •, • • •< a • •• ••• • y ,�-, drawing no. TYPICAL ANCHORS •••- "�• FOR SPACING N Oi5 MienOadeProductCoWmt WOOD•BUlay SEE ELEV.CK - I FOR SPACING ••• ;AL W.10-03 sheet 4 of 9 ••• • • • ••• 0 1/4°MAX. BUCK WIDTH 1/4'MAX. FLANGE & FLANGE ADAPTOR FRAME ��ly o SKIM SHIMS I O I' 3 TYPICAL ANCHORS D Z_.._. 1 TYPICAL ANCHORS O F SEE ELEV. SB SS --SEE ELEV. ;:.Z FOR SPACING 1 2 FOR SPACING I M° o.. FLANGE ADAPTOR FRAME O o, 9 METAL STRUCTURES w 1sy Q0 EXTERIOR 1 WOOD SUCKSou 1 Et O Q, e1 f D.L.OPG. -- O x N 1/4'MAX. BUCK WIDTH 1/4"MAX. W i SHIMS SN9A5 TYPICAL ANCHORSo SEE ELEV. TYPICAL ANCHORS O IW.... FOR SPACING v.9 SEE FOR ELEV.SPAC .. 3NMm o zz " WOOD z 3 o n - —o_ o -......... ....._ ---..._.-- W000 STT2UCTUR N C7 p 4 J 1BY a WOOD BUCKS N MIAMI—DADE COUNTY o R APPROVED MULLION B F&MULUON ANCHORS 1/2`TYP. SEE SEPARATE NOA i E BUCK WIDTH BUCK WIDTH m WTALlATION DETAILS SHOWN ON PAGES 4 _--------- AND 5 APPLY TO BOTH FLANGE FRAME AND •• ••• • • • • •• FLANGE ADAPTOR FRAMES. g r a m ....._ Eng,;AWAD AHMAD PRODUCT RGVISP,U CIVIL j IF(A,PE 1 70592 wmplying ailh the Fhmidn a I 1 -.d.— — ••• • • CAIN. 38 Building Coda _._..._...._-...._.......__.. I 1 - ——_._. • • • • • Acceptance tQo icj. A j, o .. Qi, t __J �� • • • • T E3 Bx�pirntiouU:ue 1 LZ,/ '"l fi • •• • • ay. ••• • ••• •• ••• • � "/ �jPj Mise de Producttbnt[o& drawing no. ;#14 X I-FH.SMS. ✓' '�._%` W10-03 sheet_5_of_9- ••• • • • ••• 0 EE E E':"G"°RS STRUCTURE - EQUAL LEG FRAME y.V M 5BY FOR SPACING STRUCTURE o WOOD BUCK a ', :. _•�. 1 .. - ICM.ANCHORS ir---------------_--- .c - SEE ELEV. 1 _ APP3 +..: ' '"d • -df1 'EOGE..01ST. FOR SPACING I1 M ANCHORS I I IZ� \ - i SEE 3�PAR&A7tEu N� 1 ¢. . a•. N EDGE g 0 ROVE a ... - E DISi..... 3 0 "_T. i 1 !)GE 0157. ._-.._...-Y .___ .- !-F_ I L-------- - --------J 1 2 O A� M3 Et Cyt E8 I -_— _ V oQ vht a TYPICAL ANCHORS TYPICAL ANCHORS M2 SEE ELEV. SEE ELEV. 0 6 Q O FOR SPACING FOR SPACING 0 N TYPICAL ANCHORS EV MWAI-RADE COUNTY it VED MULLION FOR SEE SPACING S MAPPULLION ANCHORS Z n M9 t/4"MAX BUCK WIDTH BUCK WIDTH SEE SEPARATE N WIDTH 9 N g O 2 a1 J ZI ----��jj --� D1 o SWEEP LOCK 1 f J I OPTIONAL TO N EGRESS LOCK _ - _ Q. AT SILL Ow 25 omrS dJ 1 I ^,Qo,qrr O E4 - L 0 3 M m N i i a 4• E3 E8 - #14 X5'FH.SMS. Z Z 4 O_ W � w Ogv i �E i —" EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 0 5 � ? 20 1 ' 2 3/8'MIN. _ b C MORIm S4 5 da . - • a E ••• ••!♦3, /v A1e'J. _ • • • ••• - a -d •8 a TYPICAL SEE ELEV.ANCHORS g olid FOR SPACING 0 14 - \ o -------------- \` Engr.JAVAD ARNAD PRODUCT REVISEDht-0— _rr— CIVIL �+ t ----``' FIA.PE/70592 as c"'plying scith the PWrida N • R 9 Buildin Code WHE1mMED 7 • yY 81) BUCK • ••• C. N. 3a •°• ." '- - SEPTA• HA • : EXcerat•on Datc °.a .. a °' a'• n • PEEPER OR•BEV14) Ww. QBAKS & EDGE Dls TYPICAL ANCHRS SEE ELEV. ItRMI •• Eye uct .t drowingJAN 7 no. W10-03 o. lay i FOR SPACING ..........._.._......._-_-.._.........._ E- WOOD BUCK sheet 6 of g • •• •• 000 •t• 0 • TYPICAL ANCHORS FIN FRAME EXTINN �U SEEELEY. R U RA OILS.ONLY FOR SPACING Iv p1 EXT.OR INT.FINISHESi t o NOT BY CGI yy m 3 i J i 1/2- HOUSE /2"HOUSE WRAP TY PICAL__AkCHORS_ SEE£LEV. FOR SPACING IL IL V NOT BY CGI - SM S (GRADE 2 CRS) a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a �J Ea --- 1-1/2 MIN. PENETRATION INTO WOOD CAULKING M2 8 `� S5 gI i Ata T Y: d O I ^ N SWEEP LOCK g N i 9 OPTIONAL TO v 81— EGRESS LOCK AT SILL o O t' OW WOW STRUCTURE 1/4'MAX. BUCK HEIGHT__„-__ __, t/4'MAX. i 0 r © ES NOT BY CGI —_CN'..-- -- ------------- -- ----------_-------...._-....._. _._._.. GAP �' £4 l/2'MIN. 1/2'MRN. to H = O a Y o3 w ZZ � E 1 d 30. w a2 BACKf�D rr CAtp.KING o---------------------------- - - - - - s R t HOUSE WRAP E6 NOT BY CGI + 7 •• ••• • • • ! EXTERIOR �Q% • •!MIR • • • • • O.L.OPG, 14 BAOKSEO • • • • • • • • • --' CAUUONG •• ••! •• ! • • •• o E2 ,_ Engc dAVAp AHMAO PRODUCT REVISED CIVIL FIA, •!• PE A 70592 es cutnplying with dw Florida HOUSE WRAP • •s• • • • C .3536 $uiidina Code r R c • • ! • • • Acceptance No G/p 6 9 _ % NOT BY CGI 1 1/2- • • • • • • Exir/tenon Dame, N -• •• • •• • • • ••• • ••• • _ Miam}Dade Product Control^”} drawing no. 1 TYPICAL ANCHORS !•! • �A I� t,.'' -- W10-03 SEE ELEV. FOR SPACING - sheet 7 of g ••• • ITEM PART# QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS E1 CGI--t00 1 FRAME HEAD6063-T6 - o _ I E2 CGI-101 1 FRAME SILL 6063-46 -- E3_„_.-_CGI-102 2 FRAME JAMB 6063-T6 - Z n 3 ---- E4 CGI-103 1 MEETING RAIL E5 CGI-104 1 LOCK RAIL 6063-T6 - S g EB CGI-105 I HANDLE RAIL 6063-T6 - ,gOI 4 U E7 CGI-106 2 SASH RAIL 6063-TG - E8 CGI-107 AS ftEQp. 5/16'GLAZING 8EA0 6063-T5 - E9 CGI-108 AS REOD. 0.700'OWING BEAD 6063-T5 - o t h E10 CGI-109 AS li£QO. FRONT FLANGE ADAPTOR 6063-T6 - pvj ...._...._.._.---......._..._-- ' Ell CGI-110 AS REQO. NAIL FIN ADAPTOR 6083-T5 - Ei2 W-135 1 FIANCE FRAME HEAD 6063-T6 - Eta CGI-136 2 FLANGE FRAME JAMB 6063-TB - a W E14 CCI-137 1 FLANGE FRAME SILL 6063-T6 E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 l• MI CGI-382V ___AS_REW .__OW1HG BULB VINYL(OUROMETCR 75-80 SHORE A) PVC - ____ O M2 CGI-Iii OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REOD. EQUAL.LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC g M4 2/UTE SETTING&ACKS EPOM DUROMETF.R 80+5 SHORE A IO t M9 SUPER BOOST 2/WOW. SPIRAL BALANCE BSI OR EQUN. zim J In M10 - 2/WDW. BLOCK/TACKLE BALANCE - 851 OR EQUN. (A Mll W23201M AS REOD. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUN, pp3 0 M12 CGI-129 t/WDW. EGRESS LOCK ALUM. SULLIVAN3 O M13 CGI-131 2/WOW. IWEE RAIL END CAP NYLON M&M = p I' M14 E26018WN - _ 0 BULB-T SLOT PVC ULTRAFAS OR EQUIV. MIS CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M to r _.... Mis CGI-130 2/WDW. SASH TOP GUIOE(SPIRAL BALANCE) NYLON ...M&M _....__......____ ' y}NM m M17 A30730401-32 I/WOW. CAM LOCK ZINC TRUTH OR EQUN. p 3 M18 CGI-132 2/WDW. SASH STOP,2"LANG PVC PROTOTYPE OR EQUIV. In Z ZtJi M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NriON M&M z �'p M21 - 2/WOW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. N O p M22 145-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w U r M M23 CGI-134 ___,,,,,,_,_,_SILL SPACER PVC PROTOTYPE OR EQUIV. w Ln 52 - 2.OR 3/CORNER 10 X 1 i 4"LG.PHL.PH.SMS ST L ASSEMBLYSCRLIY S4 - 4/WOW. ,/,B_X,1/2'PH.SMS.STfST PAtA7LCE BRACKET SCREW _ _ a 17 S5 _ 2 WOW. flax i LG FH.SMS. ST ST. SPIRAL B.ASSEMBLY S6 - 2/LOCK 1 1 6 X 1/2-LG.FH.SMS.O CGI-133 &CAM LOCK - _ 21 1414 dL� •• iii • • •i• • ! ••i cRo. i �o�$ i • •• • • • • • °� • •• • • • • ••• •• 2C<m • • i • • • • • O �- E.pr.JAVAD At" H t CIVIL PRODUCT REVISED FLA PE1 70592 as complying with the Florid. i •i• • ••• • ! C.A.N.3538 Building Cale Aeceptnnce No G g s88 �'13 • • • • • 0,irghon DMe 1�a-)• !•• • ••• • MDePcodubrowing no. JA 4 015 W10-03 sheet 8 of g {jam--••-2505---------5 2.505 1 � � - .� 52 �� o S2 0 1.745 .811 811 1.550 1.680 I 0 i .745 065 1.245 11P. TMP..745 .065 ¢I '�� a .050 1.015 1.015 L395 .t9 4 fit FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Et� NAIL FIN ADAPTER 1.583 1.583 1.007 a m ----------------- .746 (0, _ TM TYP. 065 2.713 NP. J 1.368 3.675 1.429 3.175 7.429 3.175 I.OtS VENT TOP CORNER QG�� m 1.220 i.000 -- .500 MEETING RAIL _ 2.sos FRAME TOP CORNER 2.505 3 Q ta2o- oF r Eta FLANGE FRAME SILL ¢2 FLUSH FRAME SILL V) Uj LL VI d V�c'- 1.788 .500_. f»-1.'JOi 1.301 1.043 ("t c$: I 1.768 0 3 C". r7'O F 065 O 3 M065 065 TMP' y-ry 3 7YP. ..1YP. Z O__ 2440 2.440 7.015 ' w U O '0t$ - f 015 O LOCK RAIL FRAME BOTTOM CORNER VENT BOTTOM CORNER y .745 ,7,45 2.185 -_-, LH 7� 2.848 _2.34-6- 73 FLANGE FRAME JAMB e3 FLUSH FRAME JAMB ° R .490 .120- - 7.043 -065 1.11 � .705 .050.050 7YP. .705 .050 TYP. •• ••• • i.NS •• .j�j_ ( 52 •n .864 •N17• • /� o • •• • • tN •RAII• E6 5/16" GLAZING BEAD E9 .700" GLAZIAG?BEAD•• •• • • • •• -� o 1 393 fngr:JAVAO AHMAD pRODllCT RGVlSI:D t p-1.395 1.44• • • • ••! •745 ! 1.450 FLA.PE t 7M2 CML ns complyutgwiONhe Floddn , fy 780 • • • • 18o CAN 538 Ruitdh,g Code I A- o .2W • • • • Acceptmtco No.�f �e y .OSOJ .O�r ••, • •• 7.0� • • tet5• ..550 .050 Iixpi.ion N. N 2O i •� •• • •• .O6S •1 • .065 i.ii iii••1^^ii • •• !•_•_t.• liy �� (� Mim de Roduct ontrot droving no. _W10-A3 M3 FLUSH FRAME COVER t9 SCREW COVER tv SASH RAIL Elo FLANGE ADAPTOR sheet 9 of $ M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows&Doors 10100 NW 20 Str* 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 inojr 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 130"Aluminum Fixed'Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.L)",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., 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. AUSSIIX IMPACT RATING:Large and SmuR Missile Impact Resistant-' •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's hv.vfOr logy,city state, •• modellseries, and following statement: "Miami-Dade County Product Control Appco*W% unless otherwise...:• noted herein. •06:00 • • • RENEWAL of this NOA shall be considered after a renewal application has bean i'ited•and thrao-las been no change in the applicable building code negatively affecting the performance of W§prgduct. • • TERMINATION of this NOA will occur after the expiration date or if there has•beerra revistoo ar Changs..... in the materials,use, and/or manufacture of the product or process.Misuse of thi:'MQM as an endorsement • of any product, for sales, advertising or any other purposes shall automatically tehninA this NOA. Failur8•'••• to comply with any section of this NOA shall be cause for termination and remova;of4QA. ' ...... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,'l ki'rida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this. entire NOA shall. be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. COADECOUNTYPtVExPir A.: iste: pr si L)OW tae A=IS11 ! Page 1 CGI Windows & Doors .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 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 b of 6, dated 01/30/10,with revision F, dated. 04/10/15,prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) I.,arge 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, Duraseal0 and Super Spacer@R 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,Duraseal0 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 .see* 0000 0000.. 3) Cyclic Wind Pressure Loading per FBC,T .� '-94 • along with marked-up drawings and installation diagram of a seaies238 alumtax:rn fixed window,to qualify DuPont"Butacite"PVB interlayer, Darv6sl0 and Super ; Spacer@ insulating glass spacer,prepared by Certified Test LaWild'tpries,1CAqReport• • No. CTLA-3056 WC, dated 04/16/15, signed and sealed by RamN:h C. Patel=P E. 00:0 4. Test reports on: 1) Air Infiltration Test per FBC TAS 202-94..' • .. .. 0000.. 2}Uniform Static Air Pressure Test,Loading peg 6BC TAS 302-94 3) Water Resistance Test,per FBC,TAS 202-494 0 ; *000% 4)Large Missile Impact Test per FBC,TAS 101-04 ::0900: 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 •;0 along with marked-up drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC,Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA Nv.10-0510.13) Manuel Product Conta. -10413.03 aminer NOA N Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 � I CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511' Edition. (2014), dated July 18, 2014, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. (Submitted under previous NOA N©.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Fconomic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlasO 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 ButaeiteU 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 05/21/1.6. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex IIP 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-5'b Edition (2014),-"Xt of no financial interest, dated July 18, 2014, issued by Al-Farooq, Cv pbfation,Mp!d and**::* sealed by Javad Ahmad,P.E. 0 • (Submitted under previous NOA No.14-0731.05) ...:.. . 2. Laboratory compliance letter for Test Report No. Hn-0080-Q193-1r0,issjtf0.tn ": Hurricane Test Laboratory, LLC,dated March 30, 2010,signed`a*dd sealed by Vinu J.••,••. Abraham,P.E. ...... . ... ..... .. .. .. . ...... (Submitted tinder NOA No.10-0510.13) ...... •• 3. Testing Proposal issued by the Product Control Section,datedo-12/1 6;14, siir��d by ....:. Jaime Gascon,P.E., Supervisor,Product Control Section .•. • ...•.. I 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 Per .E. Product Control E*Mlyher NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 49* 49' 1....._..._..—. . --------- r L v _415i FLANGE WIDTH D.L. D.L.OPG, 17—J"ol TYPICAL ELEVATIONS ---------- MAX. Is*MAX. w All CORNERS SIDES ANCHOR SPACING SHOWN HEREIN APPLICABLE ----------- TO FLANGE AND FLUSH FRAMES. 0 --------------- x SEE SHEET 1.1 FOR FIN FRAMES. 0 og Z -Tt= —p Qwy It 11 It oc - jL L4 _JL tJ---- it 1; --------------- BUCK all !E % D.L. OPG. 2 9 1 /1 it w 11 II it it 12 x 0 0 --IT- ------ IV 7F It it 4 4 1! II -A it li it d 165 Al.- -IT 71---- II if It it it It it 1, 4 it It It It ----- ---- F 11 e)------------------ ---------- FALSE MUNTINS d W MAX. 1 6"MAX.SURFACE APPLIED) CORNER'S STRAIGHT OPTIONAL SHORTESIDES R HCORNERS SILL SHSIDORTER SIDES ES a 0 nAMM ELM&ARMA-MW 0 )TDTH _WINOONV.�MOTH WINDOW WIDTH WINDOW MOTH WINDOW WIDTH I tNM --------------- SERIES 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER !z CHARTS SHOWN ON SHEET 2, :3 2 Rid ----------------- APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ig P OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. WINDOW WIDTH WINDOW WIDTH __jINDOW__'#jDLH_ W WIDTH DAYLITE OPENINGS: ---------------------------- D.L.O. HEIGHT BUCK HEIGHT - 3.00" LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL r D.L.O. WIDTH BUCK WIDTH - 3-00" ILAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY VA *4 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH%*LOCITY9• 0 6 000 INSULATING LAM,GLASS WILL APPLY TO ENTIRE SYSTEM. HURRICANE ZONE (HVHZ). �LARGE MISSILE IMPACT 00 000 00 0 0 0 @a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ISMALL MISSILE IMPACT LOADS TO THE STRUCTURE. Etv7 JAVAD m-', L -L_O.. j CIVIL PRODUCTREVISED ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS FLA.PE 170592 as complying vWth dw Fbdh EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRES6ING%%VUCC0 CAN.35M BuiWingI Code w.No15,D41 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE EVILS A:E • III[THESE WINDOWS Aw (b FOR LARGE & SMALL MISSILE IMPACT. -moon Date 02E I NOT PART OF THIS APPROVAL. • • SHU'PrERS III----AL ARE N011 REQUIRED. 5 A A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOJSIjTO ONLY • By Browing no. 119 R CAN ALU*ABLE LO"4rOR ALTERNATE SHAPES AS SHOWN ABOVE 0 _jSIMIL�A BE Mimi ado duct Contso MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS, W10 02 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE MAPES. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE S REQUIREMENTS OF THE FLORIDA BLDG. CODE. -------------------------- (sheet 48* 48' 48" -------------------- -------------------- SUCK WIDTH WCK WIDTH -------------------- TYPICAL ELEVATION -7 ig D.L.ORD. D.L.OPG, D.L.OPG. HEAD/SILL CU CORNERS SIDES -- 0 ------------------ - - ------------------ C, -------- ---- if It ii ti II ; ---JL-----IIL--- -ge it If BUCK--V16f --------------- If tE D.L.OPG. �E in m ;I if --— .... ......_ it 11 Off —--------------- ii i, It ----------- If I tl 11 It 11IY I if it --I� al, If IM a w �s It 1], It II it jy p�t cj ------ ------------------------- FALSE MWUNTIN 6"MAX, 11 II II II {SURFACE APPUE lIw. r- Z 2� 'I OPTIONAL HEAD/sLL STRAIGHT CORNERS STRAIGHT STRAJONT SIDES SIDES CORNERS SIDES % ---------- b if 0 F ALTERNATE=S.AP-AS S. r, oI ------------ yj Go 00 Ew.JA.\M"It PRODUCT REVISED '61 CIVIL m complying-ilh RIO Fjo" FLA.PE W2 Bedding Code o CAN. Ac,cptvi'c No x'mlion Date By 0 .0 0 0 MA 2Uf5 Mite- ade Prod-1 drawing no. 000 0 000 0 so* • W10-02 sheet 1.1 of 6 9:0 0.0 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF W ,d , ( N FIANCE DIIYdS, BUCK DIMS. � GUTS TYPES'0'01X'01' FUNGE DIMS. BUCK DIMS. GUTS TYPES'C'k'Cl'CUSS TYPES D k'Di' i 0 WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L):'� EXT.(+) INT.(-) WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) INT.(-) EXT.(+)' INT.(-) �- ........ .--�C 24' 23• 80.0 80.0 80.0 80.0 24' 23 80.0 8010 60.0 80.0 = t•". 30' 29" 80.0 80.0 80.0 80.0 114" 29" 113• no 80.0 $0.0 80.0 L 36' 35 8010 80.0 80.0 $010 36' 35 T3.0 7310 80.0 80.0 --------------------------- 42' 41" $OA 80.0 80.0 80.0 41" 40" 61.4 61.4 80.0 60.0 d O 48' 36' 4T 35' 80.0 80.0 80.0 BO.O 24' 2S" 80.0 80.0 Bob 80.0 54' S3" 80.0 80.0 80.0 Sao 30' 120' 29" 119' 84'0 80.0 00.0 60.0 80" 59' ---8010_ _800 0010 80.0 3$' 35" 72.4 72.4 8010 61" 60' $0.0 80.0 80.0 $0.0 39' 38" 65.9 65.9 80.0 80.0 6 4< 24' 23" 80.0 80.0 80.0 80.0 24" 23" 60.0 80.060.0 804 G WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED t�A 0: 30' 29" $0.0 -80.4„_....._80:0_..80:0.__ 121' 29" 120' ----60.0-------80:0 80.0 .._.60.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 36' 35 80.0 00.0 80 0 8010 36' 35' 72.3 72.3 80.0 80.0 �i 42' 46. 41" 47' 70.2 70.2 80 0 80.0 39' 36" BSA 85.8 80.0 80.0 48' 47" 61.3 61.3 �0 80.0 Q W f 54" 53" 61.3 61.3 $0.0 80.4 .. _......._..._1wK_DIMS_.._....__................_.__'14' 60" 59" 61.3 61.3 $0.0 80.0 gl• 00" 81.3 61.3 $0.0 80,0 DESIGN LOAD CAPACITY-PSP K 201' 23" no 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GUTS TYPES'C'k'CS'GSASS TYPES'0'X'01' � a 30' 29" ....$0.0 80.0 $0.0 80.0...... WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) EXT.(+) 1NT.(-) EXT.(+) 1W.(-) V� • 19-i 18-1 8' 80.0 80.0 80.0 $0.0 _------ --__.._-___-......__.._-- 3s 3s so o $D.a soA solo !s / P RANGE Dills 42' 41" 59, 702 70.2 800 80.0 28-1/2" 25-I/2' 80.0 80.0 80.0 ,„800 'z'to 48' 47` 3 61.3 _80.0 _80.0 37• 26" 36' 25" 800... _Bob_ 80.0 8Q0._.. BUCK..DIMS... JE 0 53" 72.5 72.5 018" 47" 50.0 80.0 ...80:0..... 80.0 _......_ S O W 50" 59' -- 488 --488 ---65.1 65.1----- 53-1/8" 52-1/8' ..80.0 80.0-- 80.0 60.0----- p 61" 80' 48.8 48.6 65.1 65.1 61' 60" BOA 1 no 60.0 80.0 24" 23" no 80.0 solo 80.0 19-1/8' 18-1/a" 8010 00,0 80.0L.."00 ry --- EGUAL LEG FRAME o I h Q 30' 28` 80.0 80.0 80.0 80.0 26-112" 25-1/2" 80.0 80.0 80.0 '236" 35" 80.0 80.0 80.0 80.0 37' 36' 60.0 80.0 80.0Az° 72" 4i" 71, 70.2 70.01 80.0 80.0 48' 47" 77.1 77.1 00.0Z48' 47" 61.3 61,3 80.0 60.0 53-1 8" 52-1/8' 77.1 77.1 8010 - BUCK DIMS i,i.-•53" 54.3 54.3 72.5 72.5 61" 60' 77.1 77.1 80.0 w - ¢"'60" 59" 46.8 48.B 65.1 65.5 t9-5/8" t8-1f6" 8010 80.0 80.0 U O ;61' 010 48.0 48.0 84.0 64.0 26-1/2" 25-1/2' a0.0 80.0 80.0 -_._._ t----------- -� - FI FRAME 24' 23" 80.0 80.0 80.0 $0.0 3T 38" 80.0 84.0 60.0 80.0 -- --N.-F Li" ' 30" 29" --80_0------..._80.0._......._80.0-------...._80_0.... 48" 47" 81.3 61.3 8- 60.0 36' 35 78.2 782 80.0 80.0 53-1/a" 52-1/8' 58.0 56.0 77.4 77.4 �..-...._----__........_____.._BUCK SIMS_._-----42` g4' 41" 63° 70.0 70.0 80.0 80.0 61" 60' O 58.0._.._77.}... 77.448" 47" 81.3 61.3 80.0 8010 75-1/4' 74-1/4' 58.0 58.0 77.477.4s3" 54.3 54.3 _72.5 72.5 - 93-3/4" 92-3/4• 58.0 5a.0 76.5 76.5 FLANGE ADAPTOR FRAM56" 55" 52.4 52.4 69.6 69.8 19-1/8 18-1/6' 80.0 8010 60.0 80.0 24' 23 50.0 80.0 $0.0 80.0 26-1/2' 25-1/2" 8010 80.0 80.0 60.0 FLANGE DIMSgi30' ' 80.0 8{1.0 80.0 B0.0 37' �, 36" 82, 60.0 80.0 80.0 80.0JB' 97" JS" . 788 75.6 80.0 80.0 48' 47" 61.3 81.3 $0.0 80.0 m42• 41' 65.2 65. 8 0 • r`3-y/8 ••. 52-1/8 55.3 55.3 73.7 73.7 NOTE:a$' 47' sas g•.s $0.0 • BOO • • • 6P so" 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARES.49' 48' 59.6 0 : 4 • 74-1/4 46.5 46.5 61.9 51.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS)24' 23" solo 80.0• BD.r! Belo • • ••9-1ya' 7fi" 15-1/a' 75' ..50.o..........eo.a.-...--.80.0... -_--solAND FLORIDA BUILDING COMMIS510NR-219 av_tsEu1 30' 29" �'0_.. � _...:..._..0_ z8-1/2' 25-1 2' _ BOA _ Bao 80.0 bolo t1A.PE 70592 .P Y S o 1 cm • • • DECLARATORY STATEMENT DCA05-DEC-219 36' 102" 35" lot' --74.6 74.6 80.0 80.0 37" 36' 78.9 789 80.0 80.0 Erg,JRIAD AHM1D 42` 41' 65.7 65.7 $0.0 80.0 4b" 47' 61.3 61.3_------_80.0--_.-_-8010 � w e 1 Ln mdt Uto FW& CA 53$ BvitdI Code 1 48' 45" 59.3 N`9.3• •80.0 X010 ••• 53-1/8` • 52-1/B" 55.1 55.3 73.7 73.7 • • • ......._.__. .............__... Acceptance 24' 23" 80.0 .0 BOA 0 81' 64" 46.0 4810 64.0 64.0 Bx'nrtian F7ate jQJ�J w b '5 30' 28" 50.0 •8.10 soft 41910 • • • • • BY --- -� 36" 108' 35' 107" 731 .8 .0 0 •• ,.Ma R•P CIA NG TO BE AS PER SHEETS 1 & 1.1� 0153 Miam ade Product Cw iml drawing 00.1 42' 41" 62.01 62.4 ao.o no M 0-02 44' 4S 59.t 59.1 80.0 80.0 (sh - eet 2 of 6 • • • • • • • • • • ••• • • • ••• • • 3/16"ANN. GLASS 3/16'HEAT STREN'D GLASS U 075"Intericyar D75'Interlayer Softex CP With PET Cors Saflex CP With PET Cors By 'Eastman Chemical Co.' By'Eastman Chemical Co.' --- OR OR .090'Interlayer 090'interlayer zd Saflex Clear And Color Glass Soflex Clear And Color Glass 'Eastman Chemical CO.' 8v'Eastrrwn Chemical Co.' rl rl 0 t 090"Intedcyer090"Interlayer o', DuPont SentryGlas DuPont SentryGloe BR'EA.want De Nemours&Co..Inc: �'E{.DuPont Be Remove&Co.,Ina' O 080"interloyer 090'intorloyer a m DuPont Butocits PVB H DuP'ont Butocite %B O 0.6 By`E.I. DuPont De Nemours &Co., Inc.' BY E.i. DuPont De Nemours&Co., Inc.' C -3/16"HEAT STREWD GLASS -3/16'HEAT STREN'D GLASS W 2i z I! SILICONE !!! SILICONE Q 1200 `y t i!i -.GE 1200 a\iII ii DOW CORNING 890 n E3 i ii DOW CORNING 899 DOW CORNING 995 DOW CORNING 985 I � 94 O O �I F M5 AT 1/4 POINTS ON UTES Ia+1, M5 AT 1/4 POINTS ON UtES yt WIDER THAN 36` WIDER THAN 36" W W p GIASS TYPF. 'C' GIASS_TYPE_'D' H O w 7/16"OVERALL iAM.GLASS 7/16'OVERALL LAM.GLASS O w (L.M.I. & S.M,I.) �': V) 0111V AIW 3/16"HEAT STREN'D GLASS o!N!2 C11 075`IntorMInwr .075"Interlayer d O M Saito CP VrAk PET Core Saflex CP With PET Core z m By'Eastman.Chemical Co.' eY'Eastman Chemical Co.' OR- OR I13Zlil .090'-Interlayer .090'Interlayer o U SaDax OTear And Color Glass Sofiex Clear And Color Gloss (g p¢ By'Eastman Chemical Co.' By'Eastman Chemical Co.' rn U 3 3/B'NR SPACE OR 3/e'AIR SPACE OR -. .090'laterloyer 090'Intedayer i DuPont SentryGlas - DuPont SentryGlas a SILICONE 3/18"NEAT STRgN'D GLASS. `FA,DuPont 1?a Nanoara&Co„ Inc.' 87'E.i.DuPont Da Namoura&Co., Inc: O GE 1200 OR z m DOW CORNING 899 090"Interlayer 3/16"HEAT STREN'D GLASS 090'Intsrloyer W DOW CORNING 995 N OuPonk Butocite PVB - DuPont 8utoeita PJB By'E.I..DuPont Do Namoura III Co., Inc.' BY'E.I.DuPont De Nemours&Co.,Inc.' w i ! ! n, nil o a 3/18"NEAT STREN'D GLASS 3/16'HEAT STREN'0 CLASS jl III! o Mb i! I In g • SIk CQK SILICONE g GE 1200 GE 1200 I DOW CORNNG 899 DOW CORNING 899 SILICONE i .I tl DOWCORNING995 aI I DOW CORNING 995 GE 1200_ rn i Mf i; II li • ••• • • • • • ••c Mt !I 11!I DOW CORNING 898 m m� n n 1; I.it • XL eti R• • • • • n 11!i DOW CORNING 995 g o« -• - • • • • • I ,j-i XL EDGE SPACER S o o b E4 I! 1'ji • 5Y• Ei BYi CA9DIFyL' ••• • li !: �, ST.STEEL BY'CARIXNAL' • OR • • • .• • • • • Ea _-_- OR OPTIONAL GLAZING DETAIL -_ "A6EAI.Lpy`73APt7P • • •• -- -- DURASEAL BY'GUANEX' c. _._..� OR GLASS TYPES 'CS' & 'Dl' o g.. SUPER SPACER BY'QUANEX' p SUPER SPACER BY'OUANEX' H,gr..UVAO AHMpO 'o !-;- qwPRODUCT REVISED I W FLA.P 10592 ns aamptping with aha Florida c CAN. 8 AT 1/4 tai.eSi2£S • ••• • • t., M5 AT 1/4 NTS ALL SIZES AccrIn-tJo • • • • • • • • • 5{ n W • ♦ • • • • • W MARS TYP _I2.I: tx iretfoauae U-_8 {,1 f019.. `i •• • • •• • • i'OVERALL INSUL. LAM.CLASS & jt,.gLl. Is••• • drawing no. 000 BY • MAY p� Atiwa ode Pro uct Can 1 0-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING __.. ...._- EXTERIOR PLY OF GLASS TYPE'Cl'& 'D7'MUST BE TEMPERED. (sheet 3 of Si ••• • • 000 ••• • • MMMA" Now, CONCRETE AT HEAD, SILL OR JAMBS f'c - 3006 PSI MIN. TYPICAL INSTALLATION DETAILS mWIN. C-80 HOLLOW/FILLED BLOCK AT JAMBS I'm m 26D0 PSI MIN, j 4a THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW I 1�MMI l 1'0 { m. STMLICTUIRE = 3/4' MIN ; — -------- --------"--__.—�. .. _ _.-- INSTALLATION DETAILS THRU iX INSTALLATIONS DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL " WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 7 IL 0 FLANGE FLANGE TYPICAL ANCHORS l FLANGE 1/4-MAX. FLANGE I SEE ELEV. -- -. ----StIWS - h ZBY WOOD BUCK METAL FOR SPACING t� IIOR � WOOD STRUC7UR TYPICAL ANCHORS _ v I _.STRUCTURE 6 Q I it E3 I t M2 SEE ELEV...... . i L FOR SPACING - M2 TYPICAL ANCHORS FOR SPACING fi {/J�) I3 e k (( SEE ELEV. It S2 !+iii `/ 'I `N �C.•,J 1 LL._ I t ' Et ¢ Q 1-174 S2 r'—MOV, I ' r TANCHORS � - Mz AM. . 'I '•�—SEE ELEV. 1BY FOR SPACING WOOD BUCK I :I •a .� Et E3 n O Ow m#X am 4 SHIMS � EQUAL LEG EQUAL LEG EQUAL LEG d e2 EQUAL LEG o N 28t'WOOD BUCK .° M2 I METAL M'" B 1 A l WOOD STRUCTURE C STRUCTURE �j O M n z D3 OR E3 TYPICAL ANCHORS Z III Z•�� \ p I I M2 �--..•_ f FOR SPACING{ pQ,,� - I `v C —x O TYPICAL ANCHORS e G C3 :' S2 --SEE ELEV. FOR SPACING .a °' E M2 3 z •�:� s�: !I : p� t P TYPICk AACHORS E3 ISEE ELOV. t 11 TYPICAL ANCHORS `� C ° FOR SPACING - lit SEE mL 33 g W000 BUCKo FOR SPACING 8 0 • • • • • • • • • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. I ` ARMORS_ EE ELEV. FOR•PACING•• •• !I1$4 j S F DRILLING SCREWS (GRADE 2 CRs} MUST SUSTAIN LOADS IMPOSED UI GLAZING SYSTEM •� • • • • r—•h•—H• • AND TRANSFER THEM TO THE BUILDING STRUCTURE _—- 1/4' DIA_TAPCON BY `ITW' (ru=120 KSI!"2IR9)0 •• INTO MiTAZ SWWCTURES W1yr tae NL L.--- flLTj "`_.tFwt77 KSI, FY-155 KSI) STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) Eny: LtA6 °l� i) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) CIVIL PRODUOTRBVISED INTO 2BY WOOD BUCKS OR WOOD STRUCTURES wcaul• w i SSTEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) FLA.PE 70.592 %CDD ilAlhaPbtida 1-1/2" MIN. PENETRATION INTO WOOD ••• • •• • • C.A.N. UuildngCodo °1 THRU i BY BUCKS INTO CONC. OR MASONRY• • i14 SMS OR No Ampimcc QUO Aufft DRILLING SCREWS (GRADE 2 CRS} IN itetion bate 1-1/4" MIN. EMBED INTO CONC. OR•,�WN: --� / rc�•w"'DYi • •• INiU MIAMI•,D•ADE tOl.1TY APPROVED MULLIONS (MIN. THK. _ ', •• • • • AO SHIM lfkeli • 090' By Pm uclC tool draw ng 2 DIRECTLY INTO CONC, OR MASONRY*** ( ) MAYA201 � I W10-021 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY stleei 4 of fi ••• • • • • ••• • • •• •• • e • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS r THESE DETAILS ARE TYPICAL ON ALI, FOUR SIDES OF WINDOW ------_------ o - ------- .......,... -- -----...--— -----; __---------------------------- ----- -- - '— E z INSTALLATION DETAILS THRU TX INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL a WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS R a FLANGE _ADAPTOR :FLANGE_._ADAPM FLANGE ADAPTOR FLANGE ADAPTOR 3 � TYPICAL.ANCHORS 1/4'MAX.SEE ELEV. SHIMS 28YWOOD BUCK FOR SPACING -ii jt E OR METAL TYPICAL ANCHORS o STRUCTURE L LO 6 E3 !�!j( WOOD STRUCTURE SEE ELEV {/B3 M2 (/A3 ` FOR SPACING a y TYPICAL ANCHORS d yq�j 3 \� i1 it \_� s 1 SEE ELEV. !L 2 N i $2 FOR SPACING rl 17 C� ` S d IZiL g E2 x .v ._.._.._. S2 MIN. c P e TYPICAL AFTCHORS M2 I SEE ELEV.' °. IBY FOR SPACING I a WOOD BUCK I- ---- x. O _ w 1/4'MAX, BUCK HdOH[ t/4 MAX In t'' WOOD`. NOT BY CGISTRUMIN.1/r MIN. I, •3o a„�� I •� `�-� E2 02 ZzC2- MIN. BA _ FIN FRAME Mz UU(IN o y _o _..._------ ----- __ cAuctNc _TYPICAL ANCHORS: SEE ELEv. FOR SPACING c----- -=i #8 SM {GRADE 2-CRS) I ------....----- _ ------- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4 MIN. PENETRATION INTO WOOD T N BUCK DEPTH SHALL BE 2% THE USE Of DEEPER OR °y o SBEVELED WOODBUCKS IS HOUSE WRAP E5 PERMITTED. NOT BY CGI EXTERIOR w �' -BUCK WIDTH BUCK WIDTH _ --- —__--___-1 ••• -•.- MIAMI- DE COUNTY It MADE COUNTY APPROVED o 61 i_ APPR0ED MULLION MULLIONa o - & MULLION ANCHORS j I ..-_�__-._- I • -----------�--- - &MULLION ANCHORS I I SEE SEPARATE-NOA uj • n•Ii• •I • •• -- SEE SEPARATE NOA • I i JAVCIVIL PRODUCT REVISED ` M.PE/70542 m comMri+lB with dw mgm. ��iI • 1 1 CA.3WO FIWW4w8 CNdc AI. — —•..^ .• 1� +I • '• • - Acca tante I{-- --•-� I L _l I • • indim Dat I 1 I • • -i7 - - —•—s TYPICAL ANCHORS a� $i`= � -�. ��' • •• • •• • • • `-SEE ELM By .? FOR SPACING drawing no ••• • !•• • ••• • Mi adc Pio&,ct bn L L#T4 x 1`sMs. Y 015 i W10-02 j sheet„$of 6 i 1 —�2.505- y ITEM PART R QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS I I Et..._ CGt-118 4/WDW. FLANGE FRAME ........__ 6063-TB [.066 ' E2 CGI-119 4 WOW. EUiSH FRMA£/FlN FRAME 5463 TS ` ----- �! ' E3 CCI-121 ....4f WDW. GLAZING BEAD(LAM.GLASS) .....6063-T8 1' 2 t2 E4 CGi-123 4/WDW. GLAZING BEAD(LAM. MSUL.GLASS) 6063-T6 .995 ,065. E5 CGI-110 4/WDW. PAIL FIN ADAPTOR 6063-T6 - ' E6 CGI-109 4/WDW. FRONT FLANGE ADAPTOR 6063-T6 a Q O _..._...__......__...._....._......__._ Xt v Mt CGI-382V AS READ. GLAZING BULB VINYL PVC WlROMETER 75-80 SHORE A -- -----------------.._._...--------— --------------""---------------------._. ---------------.__--------- .._t•S35 M2 CGI-124 AS REDD. SCREW COVER-OPTIONAL PVC - O n 0 . .. �... --- ----------------- .. LL M3 CGI- --- AS READ. .FLUSH FRAME COVER _ - PVC - V Er FLANGE FRAME M4 - OPTIONAL. GLAZING ANGLE(1 X 1/2 X 1/8-) - -6063-T5 - -------- MS - wLITE SETTING BLOCKS --- EPDM DUROMETER 85±5 SHORE A vY C e}jd K 2.505 06B S2 X10%1-1/4" 2/CORNER ASSEMBLY SCREW PHl-PN SMS 5T/ST .e12 1.495 1 ----1 w 1 .995 885 TYP. I / N `J FLUSH FRAME/FIN FRAME ` ti U t m .675 M- N ,995 050 975 `B O W u WELDED JOINT AT ENDS Sn v 3NM E3 GLAZING BEAD (LAM. GLASS) d p 3 1 M A Za_� .120 I �.p .995 .050 f.000 ....125 U•- �...___. TfP. ' 1.184 E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE(LAM. INSUL GLASS) CIRCULAR WINDOWS RECT. DR SQUARE WINDOWS 8 o� � ..-1.-050_--- ' 180 •�il�iI 1.550 1.680 --L--� .56D ,OSI TYP CORNER DETAILS li • • • • • • • • •y°s o ---7.395 • •• • • • ••• of E5 1 •• • • • •• NAIL FIN ADAPTER �t�ANGE"ATOR o Engn YM AHAAD PRODUCT•RFEVISED w ' corn ing wi0!the FGuide p-1.395-^i 1.119 FIAPE 1 70592 • ••• to •• • • C,A. 53g Uuilding tope o i •. .�_ .....�.f80 No • •91• • • • • Accaptarcn 10 - { 05i�- • • • • • • • iretimt DMo $-- -- .065 • 1��_ • • • • • B-1 -� ••• • *00 • ••• .050 U • pt5 A4inm c Prwtnct cu droving no. f� W10-02 U FLUSH FRAME COVER M2 SCREW COVER shee g 0 0 • • • • • • MIAMI.DADE MIAMI-DADE COUNTY PRODUCT CONTROL,SECTION l� 11805 SW 26 Street;Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mixon,Florida 33175-2474 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iiiw.ttlianiidatlesoylecononi 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(AHS). This NOA shall not be valid after the expiration date stated below.The Miatni-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 perforin 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 faits 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 150 Aluminum Sliding Glass Door wl Ivo Reiuforce"Ients—L M.I. APPROVAL DOCUMENT: Drawing No.WIO-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Ai--Farooq Corporation,(fated 05/20/10 and last revised on FEB 25,2015, 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: L 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 with in the unit frame area, in sheet 7. See anchor clusters DP capacity in sheet 8.Lower capacity shall controls for the entire assembly. ....••• 3. Max shim not to exceed%2"at Head/jambs& '/2"at Sill(w/High strength poured&haiideneci groutT.ZhoSill to We•�• installed w/anchor type B-2, directly into cone. •• • 000• • •• • • • •• 0000• LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo • :::s•:'tate and sclies an(f • following statement: "Miatni-Dade County Product Control Approved",Noted herein, •••• •••• RENEWAL of this NOA shall be considered after a renewal application has been filed ant(Wievi has bVe111►10 change•.•• lir the applicable building code negatively affecting the performance of this product. •••••• ••• 00:96,0 . . 04 •• •• • 0.0000 TERMINATION of this NOA will occur after the expiration(late or if there has been a revision or change•in the 0• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en(lorsenvnt of any l:roduct,..0 0: for sales,advertising or any other purposes shall automatically terminate this NOA. Failure.to cQniply-4tit M3, • section of this NOA shall be cause for termination and removal of NOA. •• • 666 • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and folldwed 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& renews NOA#13-1121.06 and consists of this page l and evidence pages E-I &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Isbaq I.Chanda,P.E. NOA No. 14-0627.E COUNTY g' Expiration Date: $eptenriler 22,2020 $..@M_1AM1,DAC1E T � 'l_ k ,. 05 Approval Date: March 00015 Page 1 t � g 4 II CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-31 Rev K,titled Series"150 Sentinel Altimint►m Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1, 6.1, 6.2, 9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al-- Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test.per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 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.) 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 24113.2.1,TAS 202-94 along with marked--up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory, LLC,Test Report No. RTL-0080-1208-090, dated July 30,2010, sigr�:e �sd •••••• sealed by Vinu J. Abraham,P.E. (submitted under files#12-0119.04111-1631 fSS) ... • along with marked-up drawings and installation diagram of Alum. SGD(gY).pre-pared by.. ....:. Architectural Testing,Inc.,Test Report No. ATI-C0733.03450-18,dated,9449/12,signed ;••••; and sealed by Vinu J. Abraham,P. E. (submitted under files#13-1121.08/JtVg@$21.1(1...% C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with.EBC*2014,•psepazed •••••• by Al Farooq Corporation, dated 06/26/14, 11/18/14 and last revised on t-t7,2015,• •, signed and sealed by Javad Ahmad,P.E. •••••• 2. Glazing complies Nv/ASTME-1300-02-04&-09 : •'• :••••: D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNTemours, Inc. for the "DuPont Sentry Glass@ Interlayer", expiring on 01/14117. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company(MA) former Solutia Inc. for their"Sa€lex CP-Saflex and Saflex HP Composites Interlayer,%v/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12.1213.02 issued Eastman Chemical Company(MA)former Solutia Inc. for"Saf7ex Clear or colored glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter:dated 06/03114,compliance to FBC2014 (5t" edition)and No financial interest, prepared by Al Faroocl Corporation, signed and sealed by Javad Ahmad, F.E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. L.ab Compliance statenictit,part of above referenced test report. G. OTHER 1. This NOA revises& renews NOA# 13-1121.06, expiring on Sep. 22, 2015. 2. 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-rxrail test proposal dated 07-19-2010, approved by BCCO. f s • • i Ishaq I.Chawla,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date. September 22,2020 Approval Date: Marcl3 05,2015 E-2 �M ------------------ 2 Ii 0� :g C � IL ao 0 i-- � ------__----------_-- 8 a' 0 9 ettvauGrrc�waco 2 0 F to eemplylp vlM tAe Plor� y �� '� At m ✓E1IfIYllbl,kM` .. " 3 No M m 0 J A3to ml z z L � 30 o, _ AC9o� THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE"IMPACT. SHUTTERS ARE NOT REQUIRED. ---- - - L__-----------------------------------.�.__-'— ----------------___.._.— SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOMF DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON f d DESIGN LOAD CAPACITY CHART ON SHEET 7 OF 16, USING o� ffi MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. - -IS p APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. i Jz'=z9_g_----- --..--..... --- - -. -------'THIS PRODUCT HAS BEEN DESIGNED AND TESTED T6 WLY•XWT4 THE •REQUIREMENTS OF THE FLORIDA BUILDING CODE INCISIONG HIGH oWELOCITY• • • • • • JN$TRUCTI�NS:HURRICANE ZONE (tNHZ). • • •• LAMINATED GLASSAND•• • • • • • • • usE ctuRTs As FOLLows. LAMINATED INSULATING GLASSLBY OR ZBY WOOp BUCKS BY ETHERS, MUST BE ANCM�OpED PRQpERiY • • • • • r--�- ------- --- _______, TO TRANSFER LOADS TO THE STRUCTURE, •• 000 •• • • • • ,STEP f DETERMINE DESIGN WINO LOAD REQUIREMENT BASED LARGE/SMALL MISSILE IMPACT - ----- 0 0 ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS ON WINO VELOCITY,BLDG.HEIGHT,WIND ZONE USING APPLICABLE ASCE 7 STANDARD. En JAVAD MMAO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 9`' CmL r y ANCHORING OR LOADING CONDITIONS NOT SHOWN TNE� f:ETAlLS AR 5�2 DETERMINE ODOR CAPACITY FROM TABLES ON SHEET 7 FLA,PE 1 70582 c NOT PART OF THIS APPROVAL. ••• • FOR THE GLASS TYPE AND REINFORCING TO USE, CAN.1538 Q A LOAD DURATION INCREASE IS USED IN DESIGN•DF ANCHORS INTO VFOOO ONL1? • 6TE 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION D u •• • • •• • • • • WITH DESIGL7 RATING MORE THAN DESIGN LOAD SPECIFIED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MrAT S"WS, THAT • •• • • • N STEP I ABOVE.COME INTO - r�• REQUIREMEENTS�OFCTHE WITH OTHER FLORIDA BLDG,DISSIMILAR CODE,MATjfyNS St6LL MEET W*• • 0** •• SEP 4 THE LOWEST VALUE.RESULTING FROM STEPS 2 AND 3 drawing no.l PEB 6 2015 SHALL.APPLY TO ENTIRE SYSTEM. ,�` Lwlo-31 _ ...... ----- sheet • • • • • • • • {6 ----------- vUl 2 TRACK . _- � +{n • } ..•. .... :::: :::: '�i HEAD ANCHORS _ /o I 282 13/116"MAX. w 0- DOOR DOOR FRAME WIDTH HEAD ANCHORS f 4"MAX. �, v 48 1 JB" ANCHORS IN PAIRS 2,3 OR 4 PARS HEAD/SILL EGfuvr AT HEAD/51LLJJAM13S AT STILE ENDS SEE SHEET B a p NOM. PANEL WIDTH AT 3"O.C. SEE CHART ON SHEET 8 1 13/18" Q t h FAtSE MUNTINOP71ONAl J{� / ('r /l POR CAPACITY CORNERS MIN. a W M �. r.._.......__............ So � n REINFORCING AT INTERLOCKS �'�'? OPTIONAL i •• .�7�2 SEE SHEET 7 Q W ei F FOR CAPACITY 1 r�2 1/8,1 m 1.OP01 ' 42 1/8" 42 1/8" ... 0 6 � _=='I--A==_ D.l. OPG. D.l.OPG, It !/ // // // // K n 1 I __.......... com Fi i O M n _t=--=--Vit- o� oma&+ In 3 - -,, z © �vJ �� w 3 0 I ag POCKET"JA M@ ...__ �.._.• / (SEE SHEET 4 & 6 SILL TYPE B2 ANCHORS 48 i 8" 2 TRACK'( dz & DETAI4. M ON 2 OR 3 P. 48 1/8" AT STILE ENDS INTO CONC. PANEL VADTH JAMB ANCHORS SHEET 13) AT 3"O.C. PANEL.WIDTH SEE CHART ON SHEET 8 s FOR CAPACITY Slll AN - 2 TRACK 0.1 T YfSEp 0 w r Cha whA f!e FbHde \z J 6' - 14" 3' '8 floe DNe --�� MAX. TYP. ��/ •Q�••• • • F"+ • • I a+ o 0 I "3 0 48. (1)NEEP CLUSTER (2)WEEP CLUSTER (2)NEEP CL.USIER (2)NEEP CLUSTER (2)NEEP CLUSTER (2)NEEP CLUSTER (1)Wt4EP CLUSTER E�qr.JAMMO AITMAO R :, CIVIL • ••• F• ••• Tl'P(CA1. E1�VAT10N CAN."7sz o • • • • • • T�'TER UA � .. .. . . 000 • ••• • ••• • 0 L. OPENING r drowinq na. 0.1.0 HEIGHT = DOOR FRAME HEIGHT - 9 11/16' D.L.O. WIDTH = NOM. PANEL WIDTH - 6" '_✓T'GV A'�2Ot5 _ PANEL HEIGHT - DOOR FRAME HEIGHT -1 3/16' (sheet 1,1 of 7 6� ••• • • • ••• • • �`"�8" 3• v I r TYP. 1^ 2 TRACK o Y.�__.... _._. ._ HEAD ANCHORS 190 9/16"MAX. Q Fw DOOR FRAME W107H ANCHORS IN PAIRS HEAD ANCHORS f4"MAX. O w AT HEAD/SILL/JAMBS 2,3 OR 4 PAIRS HEAD/SILL O STILE ENDS FAL NDS SEE SHEET 8 AT O a r \ _ SEE CHART ON SHEET 8 _ OPTIONAL 1} C1 FOR CAPACITY CORNERS 1 N, Q - - 1 0 r(w�i,C�vl REINFORCING AT tNTERLOO. .... J tl l� rOPTIONAL i /G 1 / SEE SHEET 7 C_ 0 J f i il�y/ \�1J FOR CAPACITY <2 tt II 42 7/8" 42 1/8" � DL.�O�PG. d QQaU� WIDz`��qq. rrr• sgwith the Tdt n r J�TNN i _ SILL TYPE 82 ANCHORS 48 1/8' m z 2 OR 3 PAIRS 48 1/8' 2 TRACX �CoMrq AT STU ENDS PANEL WIDTH PANEL WIDTH JAMB ANCHORS .n s AT 3'O.C. SEE CHART ON SHEET 8 yy FOR CAPACITY .._....�-.__..... S TRACK a ANC _ 3g L11 S I HORS `u vt� rc rc n E MAX. TYP. •• ••• • • • • • •• I B 1 • 1••• • • • • D.L. OPENING m o $ '! • D.L.O HEIGHT- DOOR FRAME HEIGHT - 9 11/16' �------ • • • • • ••• • -- o------,m ----------------' ---- D.L.O.WIDTH NOM. PANEL WIDTH - 6" • - PANEL HEIGHT= DOOR FRAME HEIGHT -i 3/16" ------------- ----- t �18" m tur a9sm M�cmm EE.9,.JAVAD AHMAU e o @)>Etn ausrta 48 ww aysrtx U)rtn ausnA CML FIA.PE 1 70592 c n • ••• • •(7ESjE••0•UNIT) • •• CAN ,'51538 • • • • • • • • %%CAL•EL VATIC1r • • /� E• ) -" V • •• • •• • • • r . drowtng no. ••• • ••• • ••• • jF� REFER TO PAGES 9, 9A, I I & f 1A FOR WEEP SIZE. P+ r W10-31 sheet Q of�g FRAME wtor ...... V DOOR FRAME____W.....-, •.. ._...:...__ .... -__._ .—..._... _...._. �[t. V NON-REINF tNTEHLOC.KS SEE CI+ART �T � SHfET 7 w L 4 i f Z a 7' � . IL _ �` ---- y 0xxx(SHOWN) _..... HEXTERtOR H OXX a r v o M xxo d��," o XXX(REVERSE) - - 0 R Q DOOR FRAME WIDTH ----- FRAME WIQTH Nap O .NON-REMF.INTERLOCKS .. -,_ SHEET 7 NLI -- H .._ H .-sp ___ ---- 8 L y i� w ......... XXXXXX(SHOWN) -_ t,L� t{ \J l� \� \`.1� ' QN OXXXXO EXTERIOR NOM.PANEL WIOTH p C kDOOR FRAME WIQTH --al FRAME WIDTH n PANEL 101H NN o °a o lH J H 'd 0 3 ry w H vu —.-._ ...... , _ N xxxxxx(SHOWN) �G O 3 NON-REINF. INTERLOCKS EXTERIOR SEE CHART ON- SHEET 7 .FRAME WIDTH o&8 DOOR FRAME YADTH ----- ......_..___ __ __ ...._.___. ..—_ ....._. ...._- - --- c PANEL.WIDTH_ - �- "' "I- :.a.. a,.,,,a,,, :_ »..- .s,��,.vs, _zY..-:._,�.. I »»u»<»= � ...aa»a—__a»�.: - -,,:,,- iil•'w III E a --- z _...._ ,-s aI W K. `t r .oN XXXXXO(SHOWN) .. . .. ..— . ------• —Q------, �-._-- .-, OXXXXO NON-REINF. INTERLOCKS' �ry}/y EXTERIOR Eogr. AVAO ANttaD o [ SEE CHART ON- .NWGWT kVVfb6D � CML SHEET 7 wM MtFToNda FLA.PE#70592 y • ••• • ••• CAN 3538 s • • • • • • i'-F 6r 27.7 NOTE: PROVED GONFIGUR/•�TIONS ••• • ••• • ^►f 1, CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. $— _i 1 POCKETED' DOORS (NON-REINFORCED jHOWN}• •• I+.• 1�`-, - 2, FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. .�y ; droving no. SEE SHEET 7�R1lp..ANdREINFORC9AV••�'TIONS lTit4M 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W -{}_.31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. � sheet of 16). DOOR,FRAME WIDTH ----� --"----� t o _DOOR FRAME VL ANEL VAOTH NON-REINF.INTERLOCKS _ M _._ ..._ --SEE CFViRT ON - SHEET 7 m 0 z 64 . K W i0 °io s A tto - OJ 0i(3 o - L (M� OH EXTERIOR nM PXXX(SHOWN) o XXXP DOOR FRAME WIDTH --- -- .._ . SEE R NT.INTERLOCKS SHEET 7 g UIA � H � 'I .._ _ « _ -- ti--T II j� PXXXXXXP(sFlowN) EXTERIOR 0 t5 FRAME WIDTH Q -__------ _.__.--._.--_------_....____-----------._.-_ -..._.._.._-._----_ __-----._.------ __.�._ DOOR FRAME WIDTH NON-REINF.INTERLOCKS SEE CHART ON _ N d z (i !O �Hr 10 ,: - — - 1T ... z ZtJi.N Ia o & & & R la �` a 1 M Ki PXXXXXX(SHOWN) "� ...CHS EXTERIOR "� O PANEL WIDTH XXXXXXP tPOCKET CAVITY NOT BY CGI NOT PART OF.THIS NOA s _ - DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REIN F.INTERLOCKS o w S£E CHART ON W --� SHEET 7 c$ W W 119 - 1 I _ �p ad IO. 14 .r0 a'p • t•• •i a• • • '• ___. .. .._ .«., ......., ttt i -a x PXXXXXO(SHOWN) EXTERIOR PANEL WIDTH OXXXXXP &9,JANAD A4MAD o f"ftuCT kvvIS6D CML APPROVED CONFIGI�RATiONS aaemµyinKwit�ATFI.H& FIA c.Pi.75?e ss PO-K 7 4 DOORS -••• • ••• IM101q•'ade ✓ - .. _ )a (NON-REINFORC%S?H@WN) • • • • ' 77. NOTE: t'. SEE SHEET 7 F0�Dp AND REINFORCING•OPTIONS- C - •: ..,. •• • •• •• • .. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY: / ' �• 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SFE SHEET 7. f If Browing no. POCKETS ARE 140T PART OF TRIS APPROVAL -- 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 4 of lg� 1 DOOR FRAME W. MAX-FRAME WIDTH U u REINF. INTERLOCKS f M 1 �+� --SEE CHART 0 __--. SH ET 7 z __ .=r 4 CHH Z f --- - - - Q q O� o o. a� '-- --- g 0 m SO Sa @ EXTERIOR LJ NOM.PANEL WIDTH OX d DOOR FRAME W. _.._._ FRAME WIDTH 0 Qd ........._M __ _ _ ___ aREINF. IN00 .......... I -SEE CHART SH T7 ` Q3Ng � I __ _�___-__ XX" xi EXTERIOR J Li m NOM. PANEL MOTH n _ 08 X 3f4"SMS Q' o DOOR FRAME WIDTH AT 24"0.0. O MAX,FRAME WIDTH � 0" � , Ji NOM EXTERIOR 'i � CJ . PANEL WIDTH O O Q w OXO(SHOWN) OXO(REVERSE) ----� DOM FRAMfWIDTH _` ----MAX._FRAME,WIDTH-------------------- ..........:..._._—___.------- REINF.INTERLOCKS H -SEE CHART ON ' � SHE T ------- ewtdte = H — ` - ._ ......_ �� PRt7DUCp kFYfti E di w Oil - a n. 919* f A= meue , 8 ; .iS EXTERIOR dt Ct{} NOM. PANGi d= = ? OXXO •• ••• • • • • • • EL WIDTH o &=o • • • • • • • • 1 n o XXXX(SIMILAR) • • •• • • • • • --- APPROVED CONFIGURATIONS •• ••• •• • • • • - - - a NON—S�OOKF D DOORS (NON-REINFORCED SHOWN) - - - En91,JAO6 AHMAD $ SEE SHEET 7 FOR OP AND REINFORCING OPTIONS FLA.PE f 70592 o • ••• - • ••• • • - CAN.3539 a • • • • • • • • • NOTE: s •• • • •• • • • • • t. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. • •• • •s • • • { .1 ••• • 000 - • ••• • 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES..SEE SHEET 7. drowin� 9 no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 8h1 5 2015 A. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. f sheet 5 of16 • •• •• •. • • •• .• DOOR __POCKET CAVITY NOT 8Y CGI NOTE: FRAME NOT PART OF THIS NOA T\ WN3TH DOOR FRAME WIDTH 1• CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. z .--------------_-- 4, DOOR SHALL MEET EGRESS REOUIREMENTS AS APPLICABLE PER FBC, IY U Qa `jk �p i DO �+lo ___ EXTERIOR K1 Q n PX(SHOWN) DOOR FRAME WIDTH d .... ... XP NON-REINF. INTERLOCKS DOORI I SHEETHART ON 0 6 a _._ W I _._ z wI azg 1 IS a _i i ......_... .,-_._.. r. l I FI 11 I t @ EXTERIOR 0 PXX(SHOWN) ^ XXP DOOR FRAME WIDTH 0 4i ti --m—n-m-k g nl Jf mpfo 13 a z Z EXTERIOR (� �M� 3 c3 PXXP DOOR FRAME WIDTH - � 0 r DOOR FRAME WIDTH` ------- NON-REINF, INTERLOCKS SEE ChIART ON SHEET 7 UN i _ _... w J. (- t- "- __ muoucl IArYtbSO f Y u z z U y i I x ... ..... "- _ — Y I w amylyi0;MI{A 16e F10Adc c A o `a � � S> w &. �' is -'------ -------- -- fli Mwyb�et N�! -G`e2i•f�P' -w�<I 1 M M I I ------------ 1 E� c oI f I--__................................ _._._._..._._. "......____..__._.___.. _.__"_"""t......_..................�-----..._—� ___.__..._____'__._J Ifk+tie�Dsler •mac ml.�d. EXTERIOR �, Q PXXXXP ..._.._----------- DOOR FRAME _ DOOR FRAME WIDTH • • SEE-REINF 0}TERLOCKS _. __..� _ .._..._� «i ` .._wsU-e:---' � •• •� • • •.....• • .SHBEt 7 ".... �'o?P......�__ L — p9 j U.. OH . i •... .. ••.._ -_ i. C r_ Ye -J A, s Y - • • F�a E r. AD AHA41D I�.. .... FLA.P�L 70592__.�• EXTERIOR�—•s• CHI � �a caN.3sse a � ........ l'" ` J1 " • • • • • • NOM.PANEL WIDTH o - PXXXX(SHOWN) • • • • • • • • • - - PXXXO • •• • • • XXXXP (MON•REiNEdRCED SHOl4N1• • f-EU p p � �drowing no, OXXXP SEE SHEET 7 FOR DP AND REINFORCING OPTIONS POCKETS ARE NOT PART OF THIS APPROVAL i 2 12015 W10 31 M--RACKS AND TO 8E REVIEWED BY AHJ. YpOT}f__....-.------_.A.—___------------ ..._......_.._.. NOM.PANEL WIDTH NON-REINF,INTERLOCKS r;. SEE CHART ON "> �._.._M ._._......._- SHEET 7 H a3� z i% Y- "•F� }Z t�ii I Ir S S N a 0 � Q o XXXX(SHOWN) XOXXO �� 0 EXTERIOR (H� O XXXX(REVERSE} � DOOR FRAME WIDTH �_ y� FRAME WIDTH 1' . ILOKS roO f SEEEON CHART 3 g ^ i ( u s. zo- r w i -- ----- - , _ n A m xxxxxxxx(SHOWN) _ cn ^ � —— — OXXXI LJ XXXO EXTERIOR 0i �s NOM,PANEL WIOTN -- O w DOOR FRAME WIDTH - ------------.------_-_._.__ -------------------- -..._. .._-FRAME_tlDTH NOME PEEL WIDTH S,E CHART ON INTERLOCKS _:.:_.......... ------------ - n:n},n--- - ___ >i Nn H U" i- rH} I4l} I I p M sf o .._.._ _.__.. __ _ _ , XXXXXXXX(SHOWN) - I ----..I OXXXXXXO - v, G2 H 0 0 C�� CH� EXTERIOR OO � DOOR,FRAME WlOTH NOM. PANEL WIDTH I .. .............. r�0 _ a p , 0,11- H � _ 7IVY—, i a - f o XXXXXXXO(SHOWN) • • • • —i - - --- _ _ x OXXXXXXO • •' • •• � •6 ••• N� (] C�> 8'J EXTERIOR 0 \l CL! Engr:JAYV AHMAD o ffiNBUCTkYVtafin CML $ i �th tFe`'n1iAs FLA.PE CAN.3538 92 ." • • • • • � NOTE: I APPROVED CONFIGURATIONS • • ••• •�RiN. .i'^), t. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY.- � NON-POCKETED DOORS (NON-REINFORCED SHOGIS •• • : • t • �,•. 2, FOR APPLICABLE NON REINFORCED OR REINFORGED OESIGN PRESSURES SEE SHEET 7. { �(droving no. SEE SHEET 7 FOR flp Y7i REIN•3RCING OftlCRfs wt Coatloi 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. , ('� 52015I FOUL(-4,�TRQ(;KS a. DOOR. SNAIL MEET EGRESS REOUiREMENT5 AS APPLICABLE PER FBC. FEB �sneet L�;at 1 fi) DOOR FRAME WIDTH _U DOOR FRAME WIDTH NOM.PANEL WIDTH NON REINF INTERLOCKS _ _. SEE CHART ON ET 7 i I4 is a Io 0 — 7! IL ..: .: PXXXpsHowN) XXXXP - 1e CH� EXTERIOR CH) Cyi c-L'.i''f ,Q'�a - FCLVAE-WIDTH _ :..----------------------- -------- ....__....... Q & NOM. PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET 7 b00R FRAME WIbiH. _. m.yj 3 , -~ C o 6y OH -- JC� , ... _ QoyS� .GiSr, PXXxxXxXXP (SHOWN) H) rrl O( ` V EXTERIOR G. 0. i N Ow FRAME WIDTH � o m -NOId. PANEL_WIDTH NON-REINF.INTERLOCKS U7 DOOR FRAME WIDTH �v /-SEE CHART ON SHEET 7 F n o (J� C .�,fyi �� _t - �t ��. t I,,. z 2A -- // fE, I a s ro .ao I ----- p., o- Pxxxxxxxx(SHOWN) -` M H N, u CH� EXIRIR xxxxxxxxP O Oma . OXXXXXXXP POCKETCAVITYNOT BY CGI, FRAME WIDTH NOT PART OF.THIS NOA a NOiA PANEL WIDTH. NON-REINF.INTERLOCKS SEE CHART ON SHEET 7 o b00N FRAMC wiDTH --_.—_ I y i ' --------- ---------- -- -- -------- I I�° o -ti � w • • • • • • • • , off& ---- -------------- -------------- n ¢ j0. • • •� • • • • •� • ••• •• (Mf • U Cly �� 4 Ta �H� EXTERIOR `J PXXXXXXXO(SHOWN) O En9r.JAVAOAH R ( 34 moo= CML i FLA. M 70592 o APPROVED CONFIGURATIONS - pa.ybi.g wh►Nr RbMiA CAM. 538 POCKETED DOORS (NON-REINFORCED SHOWN) ••• • •6.1+liatcoo. • • SEE SHEET 7 FOR Dp MD A.NFOR@ING OPTIO i • •lecepf�au No AGI- 62�.fS NOTE: • • �IVA"Aka0xts 4- 4. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, FOUR L-T-/ TRACKS •• •• • •• �} "�'Coir'Md'" 2. FOR *'PLICABLE NON RE*Nr OF. REINFORCED DESIGN PRESSURES SEE SHEET 7. / ?,j€ drawing no. ••• • ••• 6tlani 4�ci}na� 3. FOR ANCHOR DETAILS SEE SHr.ETS B TtiRU 43. j W10-31 POCKETS ARE NOT PART OF THIS APPROVAL 1 - -- AND TO BE REVIEWED BY ANJ. 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. shsot6.2ot16 DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS f �U U GLASS TYPES Ip t ----"' M 804. DOOR NUMBER or -} INTERLOCKSZ pmp PN811W01 FRKME HOW PNNELS VtTH RSINP. h•�� RNCME4 INCHES alcmo ') Ext=(+) INT.(-) O 24-1fa - 10 60.0 60.0 80.0 80.0 _.._._- - Q a g a - 30-7/9 10 800 60.00 800 80.00 �� O b O '36-1/8' f0 R00 60A --1-- - _ -_NOM. PANEL WIDTH 42-1/6 - 10 60.0 60.0 80.0 mo h- 4M4 10 fWA- W* 80.0 80.0 __ a 8 54-1/8 9 53.4 53.4 71.1 71.5 <y"'=="` /3 a 24-1/8 t0 80.0 HDA Sao _._ 80A -------- 4=-._ 30-1/8 10 60.0 80.0 80.0 180.0- �, , NOM.-P-EL -__ - W pQ1 ti 0 aM 36-1/8 84 10 B0.0 _60.0 SOA _80_A -_-__ Q-a D 42-1J8 10 - -60.0 60.0 80.0 -80.0 - - --- - 48-1/8 10- 60.0 6Q0 80.0 54-i/e 9 $3.4 53.4 71.1 71.1 24-1/8 10 60.0 60.0 80.0 80.0 ------- 30-i/8 10 60.0 60.0 80.0 80.0 -- WI T____NOM. PANEL DTH 36-1/8 90 50 60.0 60.0 80.0 80.0 ""'_""""""""""""""-""""""-" 42-1/8 10 - 800_ 60.0 800 80.0 a 48-1/8e -600 60.0 800 j 80.4 O1 24-1/8 t0 60a 600 800 30-1/8 to 60.0 - 60.0 60.0-- 80.0 c N 36-5/8 96 10 60.0 60.0 80.0 80.9 - - r. 42-1/8 10 Box 60.0 - SO.a 80.0 i u1 48-1/8 9 60.0 60.0 60.0 80.0 NOM. PANEL WIDTH z(O t n tu GLASS TYPES N'0U) `K•'8'.'At'.'81' lNTRRLOCKS WITIF RF.INF. EXL(4).IST,(^) 0 y M M 24-1/8 10 60.0 60A 30-1/8 50 - 60.0 60.0 APPLACABLE IS EGRESS 3 0 0 Z"ED _ -_ REOlBREMENES TO 8E 36-1/8 102 10------------ 60.0,_..-60_0 REVIEWED BY AHJ. 42-1/8 10 - - 60.0 60.0_ 12 48-1/8 --`t0-_..____--_---------_--------_-60.0 60.0 N 0 <d ---.---- _ ___ .. ---____ 54-1/8 9 ....53.4 53.4 24-1/8 10 - 60.0 60.0 •B 3o-1/8 10 - 60.0 60.0 � •1d teeAorkl4 p 38-1/8 7 10 - - 60.0 60.0 aplrANo#Ba11 !Zv s a s 42-i/6 108 10 - 60.0 80.0 48-1/8 10 60.0 60.0 •Y f qc:1 .1�•.u6=flat c 53-1/8 9 53.4 53.4 0lIA•i Dlde NdeM Co., &' 24-1/8 10 - - 60.0 60.0 U . 30-1/8 10 - - 60.0 60.0_ 36-1/8 114 to 60.0 60.0 1� 42-1/5 10` - - 60.0 60.0 { u rc 48-1/a e - - 60.0 60.0 - NOTE: 24-1/B 10 - _ 60A 6a.o •• GLASS CAPACITIES ON THIS SHEET ARE - -" ----- --.- o 30-i/8 10 - - 60.0 50.o -•• •• i • ••• • Ei� • E8.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ��a -- "' _ ♦ •• • • _. •...! AND FLORIDA BUILDING COMMISSION m o 36-i/8 120 10 - - 60:0' 60.0 �� --- •- •• • f • • •• • x 42-1/8 1D - - 80.0 .80.0 • • • •. • • • • DECLARATORY STATEMENT " - 48-1/8 9 - - .50.0 50.0 41. ••• •• • Engr.3AV\0 AHMAD o I E � CIVIL 1 '� ...- ..F�.7 rn M A i'IA PE J 70592 $ M cJ • •p CAN,7538000 1b+• Bill 0 0 0 1 • • • • 0 R E8.-•• ._-ED' .. �_._ - crowing 1 ••• SICi.•RtSER EOMS E8 OR E6.1 ARE REQUIRED' FOR LOADS 1 ABOVE }60.0 PSf ONLY w HPPITRT640K5 INTP.R[ACKS .-----------_ - _-.-.__.. .. _..____.- - - --- RETNF:- 8 H sheet 17-0(1� ...._3/16"ANN.GLASS .....3/58 ANN.GLASS 075"Interloyer 015"intertayer \� f Soflex CP With PET Core Soflex CP WItIK4V Core - By'Eastman Chemical Co.' By'Ec.l.—A Chemical Co.' Z n OR OR 0 090"Interloyer 090"Interlayer t- Soflex Clear And Color Gloss 3/8"AIR SPACE Saftex Clear And Color Glass f" a By'Fostmon Chamicoi Co.' By'Eastmon.Chemical Co.' IL 5� OR OR. S g 090 Interlayer 3/16"Tom:.CSS 090"-Interloyer C DuPont SentryGlas DuPont SentryGlos d E By'E.I.DuPont De Nemours&Co.,Inc.' By'EJ. DuPont De..Nemours&Co., Inc. 0:a 3/16"HEAT STREN'D GLASS _3/16-HEAT STREN'D GLASS 0 d SILICONE SILICONE V' j OCQ GE SCS 12-00 ai GE SCS NTNG •S m O`6" DOW CORNING 899 m DOW CORNING 899 DOW CONNING 995 Z DOW CORNING 995 Y Mt M1 i 1:3 SETTING BLOCKS ai .._i'I SETTING BLOCKS O -- AT 5/4 POINTS ON UTES M, - AT 1/4 POINTS ALL SIZES 1 WIDER THAN 36" EPDM Tr] EPDM W 1DUROIAETER 8.515 DUROMETER 8515 W 5C M GLASS TYPE 'A' GLASS TYPE..'Al 3 a SIR AGE-.�9LsISTtt�Q�'3 O ,�.I 7/16 OVERALL LAM.GLASS !'.'OVERAtA AUL.LAM-GLASS X18" SPA i O w k 1 .0045"THK. ST. STEEL RECTANGULAR SPACER AROUND N Nf THE PERIMETER OF THE GLASS. 3/16"HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS C,4 .075"Interlayer 075"Interloyer $3 .M 10 Saflex CP With PET Core Saflex CP With PET Core M N By'Eastman Chemical Co.' By'Eostman Chomicol Co.' OR OR .090"iCleAn _O - Soflex Clear And Color Gloss .090"Interloyer 3J8"AIR SPACE- Soflex Clearar And Color Gloss f7 p 4 J R Eastman Chomicol Co.' BIE p By _y'Eastman Chemical Co.' O l --------------- .090"Interloyer 3/16"TEMP.CLASS .090'Interloyer DuPont SenlryGias DuPont Sentry0las By`EA,DuPont De Nemours&Co., Inc' By'E.L DuPont De Nemours&Co., Inc.' _3/16"HEAT STREN'D GLASS .3/18"HEAT STREWO GLASS SILICONE SILICONE !'11f1o1K.T kkV18fD ' Z GE SCS 1200 GE SCS 1200 q •'Mt the Ftsr1 0 DOW CORNING 899 DOW CORNING 899 Z DOW CORNING 995 Z DOW CORNING 995 ^ � .jr ' y Mt ;r. 3 MI 8eptn SE7TLNG BLOCKS n SEI BLOCKS 8y_-`+-=,.'-`, ....... AT 1/4 POINTS ON Lt7ES 7/4 POINTS ALL SIZES bYxalDWe1` WIDER THAN 3b" _AT xt Caer SY" _ ------------ I :�EPDM O 40 •� • EPDM ,C DUROMETER 85±5 •• ••• • • • 0 , o M a <a p n /I m o • •• • • • isi e • • c - Y.-1--- W .• ••• .• . . . —&A"- o 1 .' Enor:JAVAD AIWO CVL n GIASS TYPE 'BP'. GLASS,_`PYP�''� RA.PE/70542 7/16'OVERALL LAM,GLASS • ••• t'OMERAU.9INSUL.LAM.GLASS CAN 36 • ••• • • • • • • � 9Ir i` _ 1 • •• • : F`' drawing no. . • �� '25i2015 W10-31 y: (sheet 7,1 of 16 -- l TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS (i U tc�i 3 KSI IN CLUSTERS 26Y tY000 BUCKS IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS CONCRETE AT MTG.STILE SEE NOTE S14MT i AT MTG. STILE Al MTG.STILE IN CLUSTERS METAL STRUCTURES ►�{ II I &INTERLOCK.ENDS &INTERLOCK ENDS 18Y WOOD BUCKS AT MTG.STILE .--...._....J o SEE CHART 3 KSI SEE CHART SEE NOTE SHEET 1 &INTERLOCK &INT E SPEC BELOW ERLOCK ENDS ERLOCK ENDS SE FOR'QUANTITIES, 1 "CONC�RETTEgFOR Ot1/+NTITIES ( SEE CHARTrEE CHART ZRFOR Q ITiESf0 f$ Q, EDGE`L1IST,J. 3 5/8" 19 0 Y 3 KSI ETE 3 5/8 DIST 1 r . % i._--- co co O h ANCHOR TYPE A m ANCHOR'TYPE A m v=i ANCHOR TYPE B a m y ANCHOR TYPE 0 m a& 4 INTO 28Y WOOD BUCKS THRU TBY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES OR WOOD STRUCTURES -' INTO 3 KSI CONCRETE -' -' OR APPROVED MULLIONS - ro D9SIGN LOAD CAPACITY -PSF(ANCHORS) -------_-..-.-.-...-._-__...._.._....._.-.-___.__._..___-_.... _ --.... Q SILL ANCHORS WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDQWS INSTALLATION CONDITIONS SHOWN APPLY TO #/z•situ sraca HEAD ANCHORSa/"a8[H (TYPP.82) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO BOTH 2 TRACK AND 3 TRACK SYSTEMS WITiI 0 cwsrER AT ttus1FJI AT (IYPHCLUSTER AT TRANSFER THEM TO THE BUILDING STRUCTURE. STD.OR ALTERNATE FRAME HEAD AND SILL. sme/6Dm oa cNos ElexE0.oac Ix. E/urrcatocK n 0 �)'ICAL A (085 SEE ELEV. FOR SPACING Q w NON. DOOR 4(6) a(a) a(I6) 4 e 6(a) 4(6) 6(8 ( - --- -----AT ITRAD - ��' - -" AT JAMBS-- - - - ----,. --- pANEI ritOn1 Rauf riEi0lrt EXT.(+)TXT.(+)EXT.(t EXr.(4) EXT.(+) EXT.(+} EXt.(+) Tom..�A'- (,,,�`,,;ii } t 'T�`Y' 'FICO' {fust77 K54.FYs135 KS!) T2�A S[�IL RY 'Oil-177 KSI,Fy-155 KSI) Y+CMES tNq#s INr.- INT.(-)INT.(- INT.(-) INI',(- INE.-) INT.(-) } INTO 26Y WOOD BUCKS OR W000 STRUCTURES F- 49-1/0 THRU 18Y BUCKS INTO CONCRETE800 - - 800 - Boo 1-1/4° MIM. EMBED INTD CQNCRETE 1-t/2" MIN. PENETRATION INTO WOODJO-5/e A00 - - 800 - 800 - THRU 1BY BUCKS INTO CONC. OR MASONRY Ar" 8R8 :88.0 72.4 88.0 .' THRU 26Y BUCKS INFQ CONCRETE 42-tyB 66.4 eo.0 767 80.0 6&3 ao.o 1/2" MIN. EMBED INTO CONCRETE 1-t/4" MIN. EMBED INTO CONC, OR MASONRY'sf RA •• ..ARB 88.0.. 80.2 80.834-4/9 57b 800 86.5 60.0 565 80.0 TYPE'B'- 1/4"X 3-1/4 ULTRACON BY'ELCO (fun177 KSI,Fy=155 KSI) TYPE 'B'- 1/4"DIA ULTRACDN BY'ELCO' (Fu=1)7 m,Fy=155 KSq z 24-t/e 800 900 - ao.o - eoo_ __ DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY N 30-1/8 79.3 $0.0 - 80.0 - 78.0 so.o 2"MIN. EMBED I 1--1/4" MIN, EMBED INTO CONIC, OR MASONRY ( _ 48 38-f/8 89.2 80.0 90.0 - 68.0 90.0 'C'- A m 84 ... -- ------- .TYPE 'C'- a" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYPE C'- 1/4"Rte. SELF DRILLING SCREWS (GRADE 5 CRs) � 4a-i/8 62.1 80.0 --- 71.8 90.0 61.1 80.D_ ._.---- --- '-'-' 1 ..__.. .._. to-1/e 57.1 eo.o - a6.o eo.o 56.2 �eo.o I INTp MIAMI-OADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) INTO COUNTY APPROVED MULLIONS (i/8"THK, MIN.) pQ 34-1/8 53.5 ao.0 - 6La 80.0 52.6 80.0 I INTO METAL STRUCTURES INTO MET STRUCTURES . z 4 n 24•-1/8 _80.0____- ________-_ eo.o - eo.0 _ STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8"THK. MIN. (Fy 36 KSI MIN.) -o 30-1/a X3.0 80.0 - 80.0 ___ ---62.3 RI � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 42-1/8 58.7 80.0 - 656 80.0 55.9 a0.0 Y 1___ ..._ ._- -... .----- ----- 48-1/8 -.... ae-1/9 sts n.9 80.0 60.0 so.o 519 eo.o ...:..-AT SILL ..._ _. . 24-1/6 80.0 - - 80.0 - 80.0 t._ sRA('�at. .' ':a a> ya } } 30-1/8 67.6 80.0 - 78.1 80.0 66.5 80.0 I-� f i77 K51,F i55 KSI I INTI .TE IDR 3e-t/s ss s5s aD.o 67.7 80.0 57.5 80.0 DIRECTLY INTO CONCRETE INT("'MEW UCTURE TM 1"IJpI '---"--'" -- - ...._.-------- INTO•METTR Tfif 3f4'-# 42-1/6 52.2 79,3 sao so.3 so.o s1.3 sa0 w 1-3/4' MIN. EMBED INTO CONCRETE _ CONCRETE AT HEAD,SILL OR JAMBS t'c=3000 PSI MIN. S i 48-1/8 47.6 71.4 80.0 55.0 8fl.0 ae.s 80.0 t- - - --- -' - C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm-2000 PSI MIN. P,9 24-1/6 BDA - 600 600 N NOTE: c °I "" -"-- ANCHOR CAPACITIES LISTED ON THIS ° S 30-1/8 60.0 - 600 800...._...-......_ -- ------ -----_0,0 g -SHEET TO BE USED IN CONJUNCTION SILL RISERS 35•-f/8 54.3 00.0 - a00 - 534 600 SEE SHEETS 9, 9A, 11 & itA FOR OPTIONAL Stlt DETAILS 42-1/6 102 48.3 60.0 - 559 6ao 47.5 60.0 u a WITH GLASS CHARTS ON SHEET 7 j AND SHEET 7 FOR CAPACITY 4a-%/s 4a:a 60_o__------------____ 5a.6 60.o 49.2 sn.n 4 o LOWER APPLICABLE VALUES CONTROL. _......_....--------- LHn 54-1/a 40.9 65.a - 47.0 6D.0 39.9 6ao Y 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B O ANCHOR TYPE B ---"------" 24-1/8 60.0 - - 604 6o.DTO 2 AND 4 TRACK FRAMES, DIRECTLY INTO 3 KSI CONCRETE • ?gg DIRECTLY INTO 3 KSI CONCRETE 3o-Ile sa_a eoD - so.o - eaa 3 • PLEASE SEE FOL100WI%JHEETS FOR DETAILS, mz o u<S v 38-1/6 108 50.7 60.0 - 56.6 80.0 49.9 I)p.0• •U Lo • • • N 42-1/8 45.o B0.0 - $2.0 60.0 44,21 60.0 • O • • • • • • g .q.0 0 o� z• g •• • • • • ee st 3 v o 48-1/9 40.8 80.0 - q.2 60.0 40.1• 60.0 �•z 7a • • • •••. • 24-i/8 60.0 - - 60.0 - 00.0 -_. ---- - 3 • • • • w /8 55.3 60.0 - 60.0 - 54.4 600 �•01 •• • �(�' -.�T:.:..':. 36-1/8 � 114 47.5 BO 0 - 55.0 60.0 46.8 80.0 '�� tliNittI�11111Yhb tat PtlrNdr. _.._ 2 al ::. -8/8 +Engr:JAVAO AHMaD o 4 42-1/8 42.1 60.0 - 45.7 60.0 41.4 60.0 �'j Y � +COdt / - ' , ,4 3 5 8. + ,.. " CNL o 48-1/e 38.1 57.1---60.0 44.0 60.0 37.4 66.0 m N9--1--- f-r _ .y -- M.PE 70592 ,2 �y 0. ap a ry Etdlritbe D1 at f ,p 2� CA.N.' 538 24-1/a 60.0 - - 80.0 - 8 F F s ••• YT•":'-t •. `:. 30-t 8 52.1 60.0 - 6DA - A1,J• 60.® F� Via• • • -` r PO ED&HARDENED TYPICAL $ CAL ANCHORS I / o • BY ssb.-+., i W CLUSTERS _J ) 'ailJ 36-1/e zD 44.7 ea0 - 5#.7 60.0 •4.0 60.0 �� MIZVODad .odu :orr NO-METALLI/NON-SHRINKAGE JI AT MTG.STILE ), c..___ .-. """"' _ • W.-- -2 •• • HIGH STRENGTH GROUT o 42-1/6 39.5 39.3 sD.o _45.7 60.0 3✓)>A 50. a • •• • • • &M'(ERIOCK ENDS I drawing no. ae-1/e 35.7 $3.5 $04 41.3 50.0 5 1 60. _ z •• • ••• • Pct 5000 FSI MIN.- SEE CHART J • NOT BY C.G.1. FOR QUANTITIES -._ V p: �Oic i,((i O-3 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES MUST TRANSFER SHEAR V& IJ LIMIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS W/REINF.UPTO 96 IN.HT. LOADS TO STRUCTURE (Sh6BR $Of}6 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN.HT.UPTO 120 IN,HIGH. - • •• •• ••• ••• •• •• ---------- _ r SEE SHEET 8 FOR ANCHORS K EDGE DIST_-- 3 5/8" EDGE, --- ---- - EDGE DIST. 3 5/8 EDGE DIST, f f 518° a _ , a ,_------ -. .._ ........._... F r 0 f a .. I WEEP S{'ZE 1/4" X 1/8' O REFFE ER TO SHEET 8 FOR VARIOUS Q 4 fco� (� �C�� CEJ � iNSTAtLAT1ON CONDiTfONS. � ��; N ei T @ OPTIONAL SLANT SILL ADAPTORS Q 6 f l 0 i— M 44iJ1 DECORATIVE o SILL COVER • 1 E 1 OPTIONAL = q3 N w x 0. { 3' n m 2 (.� l Y„ W (Jt�� L`� uQi 3 N M z v -- _... . ..P ......_ ii Z c n T z o H 14 1-4 59— __ /'^� StLI RISER t c ♦ BA REOD.FOR LOADS c�� PQUREO&HARDENED 1 ��, ABOVE+60 PSF HIGH STRENGTH GROUT � NON-SHRINK,NON-METALLIC 4 Sill RISER 3 g -I, =5000 P51 MIN. E8 REOD. FOR LOADS I NOT BY CGI IN --- ( ('D (� ABOVE +60 PSF y Il $ & MOST TRANSFER SHEAR ji II t E7 --------� LOADS TO STRUCTURE I _ CE11 • u�i��f • • • __ _ � � 1. _— e----------- J 1 CIVIL ff CAE 3 78 f542 �. a • f f •. ... 4' a N. \ �� ,1 • • / •.. . • . 13 KSI CONG. .,3 3 KSI CONC g '3 5 a ;, 13 5 EOCE blSi. 5 ;} EDGE DIST. ., LR ., • _ ED�' T..-- •._.. ._!.. ..._ - _�. --- I .. • •• • 'T - y�, `,. drawing no. SEE SHEET 8 FOR AN"F& f ••• • •s• f - W 10-31 THREE 3 TRACK DOOR DETAILS t2015 .............._.. sheet 9 of 1 8 Ess • • • • ••f • • til SEE SHEET 8 FOR ANCHORS :I o .EDGE DIST.. i 3f4" EDGE DIST. f _ 1 3 {µ 0 1- i 1 3 4" EDGE DIST. f A lA W 4 e a ` O — T J I W 3/4 3/16_ h EP SIZE X f! REFER TO SHEET 8 FOR VARIOUS C [INSTALLA7fdN CONDITIONS, a I Q) I I T OPTIONAL SLANT-_SILL ADAPTORS t ' � m I to ' I t, p to DECORAME 0 1 24 R I SILL COVE Vl t '+ QPTIONAL S :I h �� tl n n ;` 3 'I ,! � I NwGtKTkW Wgtl t i' + t I w�Ret FloNde q bh SILL RISER $ E8.1 %(010 FOR LOADS 1 POURED&HARDENED M41nt DAdq rod9te Ccnt� ABOVE +80 PSf o HIGH STRENGTH GROUT ' NON SHRiKK NON MFTALLIC 'I + I: SILL RISER c -Fc 5000 PSI MIN. - EB REDD. FOR LOADS NOT BY CGI WINDOWS .- - ( ABOVE+60 PSF I (D y II o z T5 rc MUST TRANSFER SHEAR t £7 LOADS TO STRUCTURE4. • .. . � Y • l. Ei 1.1 T• • • • - _�.. J _____ ....1...... .. y ... a _ !-._.•I...... �..._ ::......... a ..... EngrJA MAD. 1 CIVIL FA.PE. j� .. 0 70592 ._ .. ... _ A .._ CAM 3538 M +, m. • : : .sf 1 CONC. ,.. .'�K51 CONC. I 3j: ., :� •• �FE DIS'iTi 1-_R'4..:.i i EDGE._DIST: �. 1 3j4 j 4 !! Y (drowmg no. --SEE SH•tEl ti FOR ANCHORS••• • ••• • '• W10-31 ALTERNATE THREE A31--TRA%K DOOR DE'PAILS FEB 2. 2415 eet 9.1 of}6 ••• • • • s ••• • • r TYPICAL ANCHORS PANEL WIDTH SEE ELEV. !><Y FOR SPACING / 1/2"MAX. {(� J f6 O.LO SEE CAS HARiRONO �H 0 _C h z _.`. �..1 ....... .._..._....... q LOAD BEARING Z SHIM -M15A t SHEET 7 FOR CAPACITY 3 N!a F6 �....--------- - _------------ .- _ - -._.. v o ------------------- - o --— -- -C- O - 00 _ - a(> 0a d o g 0;a n - — (lb) Laomj - .. ------------- - ._ .- o - w _/IX6 2714PANEL'M _ EX'T'ERIOR NOM.PANEL WIDtH .._---_-- �OCK STILE INT RE LOCK - 1NLTRLOCK �T�� (REINFORCED) DOOR FRAME WIDTH (REtNFORCEO) `......-___-----... .-._.-------__.—. auOR LARGER NO/u DCZ7.1 ,4, NM n WOOD BUCKS #10 X 1-1/4"SS PH SMS_ fbs-dMt I J O M n ,--rte+-....2.�.�, 1 PER CUP l (;�J 3 PER PANEL �°��+Mc r9d•ef �; \--� PANEL MOTH '�-! N AT 18"FROM EACH ENO M2 I p g �) AND AT MIDSP. 1/2"Max t/2"MAX. M2.1 - 1/a°MAX I CD o 4�+ LOAD BEARING-- -- ...---. -------` -- 8 X 3/4°SS Fit SMS LOAD BEARING METAL D.L.O. LOAD BEARING SHIM SHIM w M2 f PER C1-1P - _ _ STRUCTURE - 6 .. ... _ --.- rc z _..._ ....._. TYPICAL ANON• - It I - _ _ — I TYPICAL ANCHORS I -:: �sg TYPICAL ANCffORS SEE -EV. IOftS • SEF ELEV. -� FOR SPACI C E - __ ._ __ _. ...._ FOR SPACING g FOR SPACING v� - n a - -�-- - a !-dk.....6...._. - M - 0 l_. . -- - ..Nm ..a.. - ='iF EXTERIOR FI PAha EXT. DOOM FRAM£WIDTH ,------ ,_DOOR FRAME WIDTH I En91,JAVAD AHMAD L _- CML t • •.• -e..—•LO.OR WiOTH • ••• FLACZN`t 38 92 '$ M 2X8 R OR LARGER WOOD BUCK • • • 'iii - - t ( i .DR • • • • • • . J- ,...J WOOD STRUCTURE •0 :• • •: :• . •• : : - 1 .,---„ ••• • ••• • ••• • r drawing no.� �� 2D1 (W10-31 7'AACK DQOR DETAILS (meet_o of 16) SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS'-- "r M I Z EDGE DIST, 3/4" Z EDGE DIST1 3/4° z qqs �W m= - ' 3 KSI CONC. N HSI CONC. 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I ..... . w .: I ... -------- E"r:JAVAD MAD FI PE�70592 n W o °• ••• ••• -•... d AN. 538 qb D� r.' A .m 3 K CNC. • • - ~ • ' �• •+ •a' 3 KSI CONC. i T ..--o -i EDGE 01ST. 1 3f4 w • •• • I }!01ST .` rf4• fi f+ f draw}ng no. SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS �Q%��2015 W10-31� AT PE NA E TlYO — ,....------ OQR— FTAILS sheetll.toti6 • • • • • • • • • • • •• •• • • • •• •• TYPICAL.ANCHORS I ro n SEE ELEV. FOR SPACING - ---- o 1/2 MAX. ..: ._..... __ LOAD BEARING _#10 X1-1/4"SS PH SMS _ Al PANEL WIDTH - ------------ r p SHIPER CLIP. Z �"�l 1_1 � - D.L.O. `J1 M2 M2.} #8 X 3/4"SS FH SMS I __ ..._. W _ 1 PER CLIP i i E9 - 0• I o- Q7 9 {{t D.L. v t .... N �0) - �� c� o Y cz E6 E4 ------- ASTRAGAL �i INTERLOCK E2fiXED PANEL D.L.0. (REINFORCED) EXTERIOR $ .n _ NOM. PANEL WIDTH Ie DOOR FRAME WIDTH _ O w air 1B WOOD BUCKS ---5£E NOTE SHEET 1 N � F. Q M Z Z„� 1/2°MAX. 'r._,\y \, p�', LOAD BEAR{NO K`J J Z o #10 X 1-1/4"SS PH SMS LOAD BEARING �++ g SHIM PANEL WIDTH oo5 1 PER CLIP SHEM __METAL CD o? J -------------------- iJ2"MAX, TYPICAL ANCHORS STRUCTURE L U D.1.0_ti _ LOAD BEARING SEE ELEV. #B X 3/4"S5-FH SMS SHIM 'FOR SPACING 1 PER CLIP TYPICAL ANU S _ —.–.,_ .. ._...... TYPICAL ANCHORS SEE ELSEE ELEV, '''-- FOR SPACI G _ _ - p + ✓r"OLCT kVVrkCD it FOR SPACING sp z Lgmoklog eMt it.flrriek .... -- _ _ _ N Y U _.. - Eayintloa 04ft ii F --._. � if .v is �q F..1!' - - Nl • �rc& ef F _ �N y7 • • • • f • • • Ft EXT, • •• • • • • +•• $ • • • • • • ♦ • ^ _ w x DDDR FRAME WIDTH __ C- -- ---__ •• ••• •• f_XTEFiYDR• ••• a---._...._----------_— DOOR FRAME WIDTH DODit FRAME WIDTH ... '` FIXED PANLL Enyr:JAVAD AHMAD 2BY WOOD BUCK ML FLA.PE70592 I n W • ••• • ••• • • CA.N. S3Q WOOD STRUCTURE ggg n 'e SEE NOTE SHEET 9 • • • • • • • • • ,,t, ° e d •• • • •• • • • • e 1 • •• • •• • • • r�' +, drowing no. ... ... .•. W10-31� ( 4e{12 of 16 REFER TO SHEET 8 FOR VARIOUS SEE SHEET 8 FOR ANCHORS INSTALLATION CONDITIONS. 11 n �-------.._J o ' z EDGE 01ST. 3 5�8" EDGE 3 5/8" 1 ,J 4 — EDGE DIST. 5/8" EDGE DIST Z -. i - 01ST. IyL a< < e; -- -_ wil SIZE i/4" X 1/8" , C a a o 11 F AI Ai E ( AF .. Q°�W 0: i A � C 4 i a OD T zoc_o I l „I OPTIONAL 4 p 0 SLANT SILL--_ADAPTORS cn ILL- P4 W s 0 214 s1ii�COV�ER $ 3 N nrO I .------- .....-- - - '-. _ -------------------- ..__. Lo ,i f ipi II II 1U` d i YI( UUCT itR IDEU I, I �I ��i .� i t I ea 1 the NNWH1dt � , II d I4 , ow!s{fudt + y Et i SILL RESER N ,, REOD,FOR LOADS POURED ED &HARDEN , A80VE +60 PSf u I O � HIGH STRENGTH GROUT NON-SHRINK,NON-METALLID ' SILL RISER E8� :. REOFOR LOADS UNSEAABOVE+60 PSF SE TRANM I LOADS TO STRUCTURE m I II �\ t✓ • • • • Q� f[ 5 i ® T AlIII b�N\ • • • • • i \ Y•...J En.1 JAVAO AHAIAD 4 CML : 1 .. .... a FLA PEA 70582 ;n S ... .. .. .. .., .... • CAN. 538 _.._._ a� � • � •..� � � a• • • � °a a .A �• 'a.. • .�" .' ' �.s• a i 3KS1 CONC.dr , K51 CONC. ( +� EDGE DIST. ., 3 5/Sa ", r m •- • • - •tDGE WST • •, ,5 j1, EDGE 1R5T ° 3 5J� ��... __. ._ 3 F ��------- __....._. _....._.__ w i drowin no. SEE SHEET 8 FOR ANCHORS F' I YY10-31 �FEB 2 5 2015 - sheei nPlcaL ANctloRs I SEE Et.EV. PANEL WIDTH tY I� FORSPACING ___ _.................__....._____...._.................__-<,: OI `(G2 NI 1/2"MAX. 1/4 E5 i/4"MAX. Z r LOAD HEARING - LOAD BEARING METAL C J ttt z SHIM M15A 1 L3 SHIM `-STRUCTURE •aJ D.LO as y Imo: ..... ..._. .........` ---_ .....__._.....v TYPICAL ANCHORS o Q I� _ _-- -' _ SEE ELEV. FOR SPACING Y i J4 ra a� L ....... -------- ---------------- -------------------- II - I II N wy�J� o. ut ' 1 14 At .... I -MQ _ ._(} J(Z7 ty M14A M16A .__ _._ == -- - - - _ . ,..._ N n _ _ _ r , -------------- _-_. k ......__..________.____- _......__ d w 1' EXTERIOR OW vl � W EXTFlU0I2 y10 x 1-1/4"ss PH SMS ,� a 3 1 PER CLIP DOOR FRAME WIDTH L2� 3 PER PANEL - o 1X8 OR LARGER �� AT lH"FROM EACH END M2 III � r w ---WOOD BUCKS 1/2"MAX AND AT MIDSPAN 1/4"MAX. I� $`�M _ ,__. L(MD 11FARiNG w #S X 3/4"SS FH SMS- 10A0 BEARING METAL 3 r' SHIM G 1 PER CLIP SHIM ---STRUCTURE if (-z` t+J-o m '_ x.30 . .... ._ _........ U O -. _-.. M ..-1/2"MAX. Im" v a TYPICAL ANCHORS �. -.. „ - - -0 LOAD HEARING ,{` ::::,::::::::::::::.::::__qla SEE EI,EV. _-_--------- -__-.-_----------...._._.._ ANCHORS U- �U m W SHIM I ___.,.._..___._............__.._-------___ .I FOR SPACING -EEiCELEV. 111 FOR SPACING TYPICAL ANC RS I _ .....� SEE EQ`1+ i FOR SPACING 1 N •• ••• • • • _., EsL ----------- o Odm�v w N •• ••• •• • E'• •• EXTERIOR � EXTERIOR �/ s� rtcR}DUCT 1ti[VtbED 1 a t uccmtp{ w411t tMe Plaldc. ! Ew;JAVAD AHMAD Bu181yCedt ` CML -4P�"J • ••• • ••• bOl�FRAME WJDTH -_,,,,, Imp on Ne �{"GG G��,j. ..—. R FRAME WIDTH FLA PE 70582 c . ..._. ......_.,, CAN 538 ............__ Sn. . . . . . . . : . E. _& •• • • •• • • • • • Sr f Lt f' a 2X8 OR LARGER WOOD BUCK • •• • •• • • • r drowfn n OR ••• • ••• • ••• • - - 9 o. WOOD STRUCTURE W1 d-3 � SEB `_ 2015 FDUK 4_-_TkACK,._BOQk DETAIL$ sfieet12.2gf18 1 EXTERIOR MOUNTED I V► POCKETED JAY4II ` ----___-� TYPICAL PAD PILE 1111STALATION LOCATION qu 3 TI TYPE A,ABGORRC 0 Fz•. m �df AT 6"FROM ENDS AND H�+ a 9"O.C.INTO WOOD/CONC./METAL Q d �� 6"O.C. INTO BLOCK ONLY1_1/8"MIN - a"O M U 1-1/2"MIN.WOOD EMBED Q I-1/4"MIN, BLOCK EMBED `p EDGE DIST. SEALANT 2 0.E 1-3/4"MIN. CONC. EMBED I a s W 1/8"MIN, METAL THICKNESS - _t �� ti CONE Q - Vppp � BLOCK'// / // 1 I a 0:L uu11S 5' WOOD METAL I X... I O h a tq - - ® EXTERIOR m a m jPl. AL AT PANEL 4 CORNERS O� a y POCKET CAWTY NOT BY CCI =N o NOT PART OF THIS NOA '4'� p N M n TO BE REIAEWEO BY AHJ a 03 Fb Z z E 3 O o � Og a t�oa v"S U•-g�" -_-.___._-_-..__---- _-----____-_—._-__ _._..._.....----------- OOOR,FRAIAE .....H .- .-_--. m PkQ0 Tkvv"D f s 2 NOM. PANEL WIDTH Ju MH ch.Florid. $$ y.- C•dlr; I rc i 2. t �Ne_tV-LEf3 wiz C cl WWDgde MCougd t -- • ••L1: •�O}• • •• Q $sg O e �m� (�� ... q _ _ - _-_:..... _ CIA �(_ - ...••. .•�..; � O FtA.PE.�70542 `$ n .ii �`_.-___... • • • • -• •(L• •ANS'7538 a • • • • • r o 8 - •.a_ • • N �__.. .-r- --— 1 ----- 00i-- - • •• • • • - ` — .- -� A2 .. drawing no. ExTERzox 0 13 2; ZUiS W10-31 -- ------ sheet 13 of 161 4.735 5.921 5.340 - t 340 lilio '--. 720.070rjT � ^-860 I 995 -.050 -975 995 050 .975�l Sa7 ( .847 'I ,II1254 {I +..... __.-.�. �._- 1 �. O(AA3.255 : xI - - 1.184 W- -•-1 . 3.255 (A�.._,A Q '4.250 � 4.250 @� FRAME HEAD (2 TRACK) V FRAME HEAD (3 TRACK) L-AA070 ( ' GLAZING BEAD GLAZING BEAD f`'r-e9074._ !IIAM.GLASS INSUL.IAM.GLASS �__ : a4.738..__-__------. .. .5.927_.:....-....__.-_ .995 If""_"�__-'-s 1.508 1.186 -T-F A70 .010 �d' O9ILe 0 .915 7.250 �-' TOP/BOTTOM HORIZ } -7 > TOP/80TTOM HORIZ (OPTIONAL) 04.919 7250 --3.000 .724 1.5 .Q60--.070 _---- ---! .156 � •� AIT. FRAME 4WAD (2 TRACK) 13. ALT. FRAME HEAD (3 TRACK) 1.490 1.415 LJ FiX. PANEL CLIP 1.490 1.415 r-, _.;;;; Ia- 3.000 .075 .075 I �-2..645-d ----yl- EXTERIOR INTERLOCK (OPTIONAL) t p 2.600 ( k 070 7.36fi (5 .64p ..:_�i-"- -""�" d - .070 2.600 Es MAIN STILE 695._. _ j 3.7 50 ---- -�j MAIN STILE (OPTIONAL) I:{r7= -�jmo2 755-- - ' 753 - 3000 ;265 , _ 125 - 3:000,"_ 4.735 _..."__._.W 095 995 .095IFRAME SILL 2 TRACK �Y FRAME SILL 3 TRACK SILL RISER (OP710NAL) 7.x70 j( ) { ) 1.475 1.610 7 770 1.770 .060 '.OBQ�. 3572L -----3.188 � '" .._.075 .0'l5 .....2.005• .070- .070.070 2.600 .0702.600 7.625 .924 v INTERIOR INTERLOCK .582 1.255 INTERIOR INTERLOCK .6402.120 Fes-2.005 . 1.186 2 572 C ..................... 5.921___."_"__.............._. 995 ``} 1 POCKET HOOK ASTRAGAL (OPTIONAL) 741 o g' -.060 1.831 -- 625 ALT. FRAME SILL (2 TRACK) 7t• ALT. FRAME SILL (3 TRACK) 1.501 I _ 11 a.....- _.-.--r 2.591 c t �..----.._...__. 3.341 3.750- -..3.750- i -.062 v c rc$ 3J50--- 7.920 --2.755---- .7 5S 2.670 F,...._3.000 .. - e _ __ • • • • • • • • ,625- (-°- m I L S o 0 070 • •�87(r • • i 4 • .RIOR INTERLOCK 10711 , s25-�11.610 �2�3510572SILL COVER(OPiIONAL) Sill RISER (OPTIONAL)I Ergs JAMAD AN%W 1.600. 1.870 125 1.600 CML I.-3.,..___ij FLA.PE 0 70592 w�1fLD••• � Sme '� iwNlKeFierlda • •�• • • '1 • • ldkrtCoib s • _.• _�.. • .tQ5- � 1.310 M+:+PtwtlJ�1, L :�L 2A05 1255• • •• • • •+-�'_ �._..._ --?006..-- ..--•'it)05 •• •• ••• •• °, j`Se 1 F li M `drawing ro: . F X62 i5 W10-31 Et> OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) (sheet 7$oft6 { ••• • • • ••• • • CODE PART No- DESCRIPTION MATERIAL MANUP. REMARKS 1.375 -"{ 51060 ( "` N7 Et CGI-183 FRAME SILL 2 TRACK 6063 T6 CGI EXTRUDER �'-"�j,__----- �I J 1 E 1 CGI-150 AIT.FRAME SILL 2 TRACK .. 6063-T6 CGI EXTRUDER E2 CGI-151 FRAME JAMB 2 TRACK 8083-T6 CGI EXTRUDER - •260 Z 3 .—. —. -------... 1.650 !•-640 .i E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 .CGi EXTRUDER - - E3.1 CCI-152 ALT.FRAME H£AU 2 TRACK ,6063-T6 _ CGI EXTRUDER - -__T._-.�� FRAME HEAD COVER Q f - _... — a 4.765 .065 4 6 F4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - O v _ INTERIOR .. __-____.- _.---------- . G __. I .080 1.621 .640 E5 CGI-754 -INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - �y E6 CGI-155 MAIN STILE 6063-T6- CGI EXTRUDER - E7 ,.,CGI-156 TOP,&BOTTOM NORIZ .. -�6063376 CGI EXTRUDER ,. 0 O u ...__ .. - -. _. .... _.-_.___- 341-�........ E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER _.._.--,,,, E8.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-T8 CGI EXTRUDER - .-�I ,625 �'} Q Q Q Q 8 E9 CGI-158 ASTRAGAL _ 6063-TG GCI EXTRUDER - FRAME SILL COVER 0 d1 E10 CGI-159 INTERLOCK REINFORCING(LENGTH=FRAME HT, -8' 6063-T6 CGI EXTRUDER - E2 FRAME JAMB (2 TRACK) �, •.O N .243- E71 CGI-i82 - FRAME SILL 3 TRACK 6063 T6 CGP EXTRUDER Q 3 E71.1 CGI-160 ALT.FRAME SILL 3 TRACK -- __................ .----- 6063 T6 CCI EXTRUDER - ---_._ ____--------------- - --- ---- 1.375 �{ g ...... ... .. . _. E12 CGI-161 FRAME JAMB 3 TRACK - 6063-76 CGI EXTRUOER ...__._. ..............__ _-.--..._ ._ ,._,_.__,.__,_ ._.._ E13 CCI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER : - ,06 --_ _..__ - __._ ...._._.__. — .. D 1.791 Q g .. _ __T.,_ _. -- E13.1 CCI-162 ALT FRAME NERD 3 TRACK 8083 T6 CGI EXTRUDER - "-__ . ._. ........_ .. ..__ �0 E14 CGI 168 OUTER TRACK ASTRAGAL 6083 TB .CCI EXTRUDER - - - _ - - -__ _ _ _ l E15 CGI-170 POCKET HOOK 6063-T8 CGI EXTRUDER - FRAME JAMB COVER _...._..__ _._... H E16CGh121 7/16`GLASS GLAZING BEAD 6063-T5-- CGI EXTRUDER - g E17 CG1-123 1-GLASS GLAZING BEAD 6083=T5 CGI EXTRUDER - :., 5.951 ,080 �0 E78 CGI-153A EXTERIOR INTERLOCK "'(OPTIONAL) 6063-T6 CGI EXTRUDER - --- 1 .085- - Q ri s E19 CGI-754A INTERIOR INTERLOCK (OPTIONAL} 6063--76 CG1 EXTRUDER - T - ? a '� .545 E20 CGI-155A MAIN SOLE (OPTIONAL) 6063-T6 CGI EXTRUDER - --t to E21 GGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 8063-T6 CGI EXTRUDER - .090-�i�- 1.620 F22 Cd-758A ASTRAGAL (OPTIONAL} 6063-T6 CCI EXTRUDER - 3 Nq E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - ------------- p E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - .625- d C,s'-• N .......... .......... _.....__ __ _._.— _...___- _...._._.............. —_,_ ---- --- E25 _E25 CGI-184 2&3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - _ 7 Z Z k FRAME JAMB (3 TRACK) <., o_n £26 CGI-187 2&3 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER _ �g�- E27 CGI-788 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGl.EXTRUDER - LJ Q J £28 CGI-1029 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - - - - E29 C6I-1029 FRAME SI1 4 TRACK 6063-T6 CGI EXTRUDER - - - T E30 CGI-1030 - FRAME JAMS 4 TRACK - - 6063-T6 CGI EXTRUDER Yr'LL1W14T kP:YtaED ... .---- _-- -'__..._.._. MI .CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) - PVC - � - ePkod, W 5 re M2 CGi-177C FIXED PANEL CUP(2-1/2'LONG) -6063-75 -- 3•FIXED PANEL_-„ ♦�� /'t: 3, M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL 7 - - _�_ �..___._ - ___---- .,.,.,_,,,,,_,,,,,... ...._------------ ..........._ — — EitpinMaeUMei�-.2t;: MIO CCI-176 FRAME HEAD ANTIUFT&PAD PILE - WOOL/NYLON SULLIVAN i PER INTERLOCK/ASTR. �...-,. i gi��y o --- _ - —._ �-- _ c a Mit W2320ING PILE WITH CENTER FIN - WOOL ULTRAFAD OR EQUN. - M12 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN M13 TA-51-PRS-150-C2,SS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK_ M14s6D-500 DUAL MORTISE LOCK ST/ST SULLIVAN 'ATTACHED TO SGD-503 DUAL LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK* LOCATED AT --� M14A PS01-0036-117 DUAL MORTISE LOCK +• •+• • • •ST/S1 • •INTERLOCKS ATTACHED TO Mi6A MAIN STILE AT 40" FROM.BOTTOM _ _ ._. MIs scD Sol KEEPER • • >• • vFING• • • sULLNAN WST.W/2 jIOX3/4"PH SS MORTISE LOCK PART SGD-500 PSOi-0036-117 s -o M15ASOD 507N KEEPER • •• • • • •LNG••• •INTERLOCKS INST.W/2(10X3/4'PH ZINC RECESSED ADAPTOR-(PART #SGD-503) (PS01-0036-117) MI6 SGD-503 RECESSED ADAPTOR sULLNAN INST.W/2£10X3/4 FH ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH). c -- M18A PSO1-0036-117 RECESSED ADAPTOR ZINC - INTERLOCKS INST.W/2#10X3/4 FH ZINC KEEPER (PART-#SGD--507) (PART #SGD-507N) ._._ ._..._ .. ... .. ------ -_,_- ... -- .,. ,. — ..._ M17 SGD 5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - Engc JAVAO Ai4WD a Mt8 SM2300WH HANDLE SET OPTIONAL- - ZINC SULLIVAN F_ L 1 3 t— • T"` _ - CAN 38380592,; n 111 MIS SCS2000 SILPRUF SEALANT �I�tCONE CE - M20 CGI-177 PANEL TOP--&BOTTOM DUST PILL• • • •WOOL •UL.WAN•OR EQUrV. 4 PER PANEL f 8 M21 CGI-174 HEAD AND Sill SMALL PILE PAO • •� ! 0_-_OiR U.T eFA AOR EQUN I PER..INTFRIQCR{ASTRAGAL 7777= M22 CGi-175 SILL INTERLOCK PILE PAD ••s • ••• f WOOL • •tFRAF•B OR tQUN + - - - dFawtng no. . 1 2J.... -1 j4"LO. 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