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HomeMy WebLinkAboutProduct Approval h General Property Solutions 6/08/15 BANDKOWSKI WINDOW/DOOR SPECS: ALL ARE IMPACT 1. one (1) CGI Single Hung: 18x25 fin 2. one (1) HVHZ Fiberglass door with Impact ODL glass insert: 3/0x6/8 3. two (2) CGI Single Hung: 38.5x71.5 flange (with mull bar) 4. one (1) CGI Single Hung: 34.5x36 flange 5. one (1) CGI Single Hung: 25.5x25 fin 6. one (1) CGI Single Hung: 25.5x37 fin 7. one (1) CGI Horiz. Roller: 52x49.5 fin (larger than existing to meet egress) 8. one (1) CGI Single Hung: 36x25 fin (obscure glass) 9. one (1) CGI Horiz. Roller: 52x49.5 fin (larger than existing to meet egress) 10. one (1) CGI Sliding Door: 141x80 (four panel) 11. one (1) CGI Sliding Door: 72x80 (two panel) 12. one (1) CGI Single Hung: 52x37.25 fin 13. one (1) CGI Single Hung: 36x62 fin 14. one (1) CGI Single Hung: 36x62 fin 15. one (1) CGI Fixed: 60x17.5 fin CBC1257640 a: 1110 Mohican Blvd. Jupiter, FL 33458 e: generalpropertysolutions@yahoo.com p: 561.252.2095 f: 561.491.7475 R R W Building Consultants, IncI� W Consulting and Engineering Services for the Building indust B C PA.Box 230 Valrico,FL 33595 Phunc A 13.659.9197 ILE C01)Y Florida Bt.�rd of Professional Engineers Certificate ol':lulho:izalirni No.9R I. OEM Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth/Wood Grain/White Wood Grain Exterior Swinging 5200 W.Century Blvd. Rustic I Mahogany Doors Exterior Door Assemblies. Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F. Schmidt, P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.9N-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation, RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named here n. Limitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements including the"Hig Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressi or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring Wind-borne Debris Protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets Missile Level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ". 8. See drawing FL-15180.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 07-0223-1 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Wendell Haney, P.E. TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96(2001),ASTM D638-03 ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gurjinder Dhami ASTM D1929-96(2001),ASTM D638-03 ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan, P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99, D635-98, ETC Laboratories Joe Doldan,P.E. D 1929-06, D638-03 2. Miami-Dade NOA Materials Testinq 10-1209.01 HP Polypropylene 09=0127.13 Saflex Glass Interlayer by Solutia 3. Drawing No. Prepared by Signed&Sealed by No,FL-15180.1 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute,certifying that Plastpro Inc,is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 2124/2012 PF 1647 Sheet 1 of 1 Horida Building Code Online Page 1 of c Florida Depaarnentq SCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications i FBC Staff i BCIS Site Map Links Search Busines //�) Product Approval Professi �ial �!g ' USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15180-RO Application Type New Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Rl Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. W Validation Checklist-Hardcopy Received Certificate of Independence FL15180 RO COI Certificate Of Independence Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E84 2005 ASTM G26 1995 TAS 201,202,203 1994 httn://www.floridabuildine.org/nr/nr ann dtl.a.nx?naram=wC'TFVXOwtT)ncirirNri6iPPRN(' h/4/gni Horida building Code Online Page 2 of 5 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15180 RO Equiv of STANDARDS.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/07/2012 Date Validated 02/26/2012 Date Pending FBC Approval 03/05/2012 Date Approved 04/03/2012 Date Revised 04/24/2015 Summa — o to Page 4 O Page 1/2 0 FL# Model,Number or Name Description 15180.1 a.Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door-Outswing(X- Graln/Rustic/Mahogany Series N Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RO II Inst 15180.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.1 for Design Pressure Ratings,any FL15180 RO AE EVAL 15180.1.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 0.2 b. Smooth_/Wood 6'8"Im ct"Glazed Fiberglass Single Do act" is a oganyy e - g tay,or xu-con figuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RO II Inst 15180.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant.Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.2 for Design Pressure Ratings,any FL15180 RO AE EVAL 15180.2.1)df additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15180.3 c.Smooth/Wood 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Grain/Rustic/Mahogany Series N Sidelites-Outswing(OXO-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RO II Inst 15180.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.3 for Design Pressure Ratings,any FL15180 RO AE EVAL 15180.3.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15180.4 d.Smooth/Wood 6'8"Impact"Glazed Fiberglass Double Door-Outswing(XX Grain/Rustic/Mahogany Series N -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 RO II Inst 15180.4 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.4 for Design Pressure Ratings,any FL15180 RO AE EVAL 15180.4.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15180.5 e.Smooth/Wood 6'B"Impact"Glazed Fiberglass Double Door with"Impact" Grain/Rustic/Mahogany Series Sidelltes-Outswing (OXXO-Configuration) Fiberglass Door httn://www.floridabuilding.org/t)r/t)r alit) dtl.asnx?naram=wGFVXOwtl7cl.icic:l:-Tc16iPPRu('. 6/9/901 ro' plastpro 375f1MAX OVERALL � !^Nil 5200 W.CENTURY BLVD. FRAIAEWiDTH 2�g$% LOS ANGELES,CA 90045 h.t Smooth/Wood Grain/White Wood Grain m �o Rustic/Mahogany Series N Fiberglass Door OUTSWING "IMPACT' GENERAL NOTES O + 1. This product has been evcivated and Is In compliance with the 2010.Flodda B Acrng Code(FBC(structural requirements Inckang the'T-Bgh Velocity Hu Ticcne Ione'(HVHZ(. 2 Product anchors shag be as fsted and spaced as shown on detoik.Anchor embedment to base materiel �T shod be beyond wall dressing orstucco. $ &I 3. When used in the liVW this product complies with section 1626 of the Hodda Buldirg Code and does not require animpoct resistont covering. 4. When used In areas outside of the IiVHZ"requVmgwind bomedebris protection this product complies with Section 1609.12 ft of the 2010 FBC and does not require an Impact resistant oove .This product meals rn&9e level'D'end includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.12.4 of the FBC. 5. For N stud framing corstmction,anctarksg of these units shall be the same as that shown for 2x buck z 0 mosoiyy construction. N 6. Site conditions that deviate from the defoils of Rill drowing require fwther"neeAng analysis by a licensed engineer or registered architect. 7. Oulswing configuatiom meet water infiltration n3qukements for'HVHr. TANEOFCONIENR EHMI DFSCRWWN 6 1 Typical elavalron,de n res,6engird males a 2 Door panel details ora gobng detal 0 3 Horizontal or=sections 4iVERIffC €1Ty fY+If�'u ,r (JE51Ft{PBESspBE IPSFJ wo 02/21/12 4 vertical cross sections -f1t1�171 4[:SS r'� - 5 Buck and from anchorin •2X buck masany construction _AIATENSWH S3IMBNStON_r - PZ19Q�V`" )1{J� ' N.T.S. 9 - wm.a JK 6 Forme ancharing.X buck m conslruction 37.50'X00.50" 20.50"X 62.63' Gl +50.0+ -50.0. ;Z-ft,­L FS 63dmoferials6conl encs uc w-% ¢ Fir-15180.1 0 1.72' 0.81' - Gl 0.81' t.IT 1.27 IXTFRIOR 1; STILEZ. IMERIOR STILE (COMP.) TOP RAIL (COMP,) _ a STILEREINFORCEMEM LOCK BLOCK (COMP.) } S )WOOD) - (20-LONGWOOD) STILE REINFORCEMENT (woo0) HORIZONTAL CROSS SECTION FOAM CORE E (POLYURETHANE- - 33 . _... 1.9 PCF MIN.) 8 FUNU/6C78RER ... AWDS. ...- ._.'. ,.. ,... .'..: •.;..,:• .. s; ......_.::c' STRUCTURAL SNCIRE(SOW 995) 518r GLASS BITE ':...: Kwma Lom PGRAIURSLIR3 a� oUDGM DGNANIESEM(m) NON STRUCTURAL SEALANT DR. IGC[: McculCIIGN 5� YAUI 1'OVERALL GLASS THK zc'S o tj DGDIIXT YN COUECIION(eDSLULs) 35.7SDOOR I!0'ANNFALED GLASS Gl & > WIDTH 0.090'PVB INTERLAYER —.{II 24.77 MAK. SAFLEK BY SOLUM d FRAME WIDTH 1/8'ANNEAI®GLASS INTERIOR EKIEPJOR a� Z 2050"MA1G � AIR SPACE D.L.O.WIDTH 1!0'TFJ,Mf32f3)GIASS $ R7-19 K 1.3/4' 4\ K PPH ALUMINUM SPACER IIS}I SHF DRILLING SMS 3A IM. ��/ I NON STRUCNRALSEALANT SEE HARDWARE GUDNG DETAIL { CHART Gl FIBERGLASS DETAIL) - � = I (SEE DETAIL) i pI N Be 04TEPJOR 2 0 4 d WOVEN / c4 FF FlBERGLASS 0.063' L:+.:. •,`�.::`.: h a V ATS FIBERGLASS SKIN IXIERIOR BOTTOM RAIL j "MM 02121112 1�–' ODL WE FRAME 0.069'THK (COMP.) . ITYP•) 3A We N.T.S. ODL LITE FRAME (M '1 DOOR SKIN DETAIL oxa er JK m e 2 VERTICAL CROSS SECTION 2 on�xva Na s � DOOR PANEL FL-15180.1 n 5 sNrtr 2 ov 7 0 d c 1 2 1-IN'MIN. 4 4 EMB.PP.) a1-1 m 20 21 C A94 -3Ng 94 g� 8 7 1 ® X INTERIOR 40 3 p v 3 3 3 0 Zq� EXTERIOR 10 H 9 0 4 3 HORIZOMALCROSSSECTION GI t-t/rluN t-ua MN g FMB. .) 3 Stwwn w/IK subbuct EMB.(IYP.) u E 1 � B C L C B L .ts .ts 2 C-SINK C-SINK IrTe.) (1rr.l d 20 21 20 21 z 7 8 40 8 7 INTERIOR INTERIOR d 40 a . $ o a , z • • 10 � � wie 02 21 12 _ D EXTERIOR EXTERIOR K p ° srue N.T.S. M 21 1 HORIZONTAL CROSS SECTION 9 E °°` LFS d E 3 2 HORIZONTAL CROSS SECTION FL-15180.1 " 3n s r3 or " a 0 • Y ri E D e' E " 7 a a_ A _ C 2! 1 4� 4m �• e7m�� C L 40 e 20 4020 7 21 S 8 21 EXTERIOR INTERIOR 7 EXTERIOR INTERIOR t-21 VERTICAL CROSS SEC11ON CI�VERIICALCROSS SECTION 4 Sho w/IXsb-buck 4 EXTERIOR INTERIOR 40 H 29 1 E � 4 m 3 VERTICAL CROSS SECTION c Ouhwing conrrgueofbn z 9 oae 02121112 ° n N.T.S. 9 yow.ar. JK 'o wec w. LFS rc tlU9AM°M4 (1-15180.1 °n g4oPi o d • — tD TYP.HEAD TYP.HEAD B JAMBS &JAMBS MASONRY MASONRY OPENING OPENING a 8 FRAME z 2X BUCK r s y 2X BUCK ° U H TyP.®SILL a m BUCKANCHORING SIKIKE JAMS FRAMEANCHORING NINGEJAMB O Masonry TX buck construction M g CONCRETE ANCHOR NOIES: _ 1.Substitution of equal concrete anchors from a different supplier may have different edge distance and cenferd'stonce requirements. EE 2 Concrete anchor locations at the comers may be adjusted to maintain the min.edge distance to modarJoints.Concrete anchor k locations noted as'MAX.ON CEN[W must be adjusted to maintain the min.edge cistance to morfarjoinfs,oddllonat concrefe 29 M K 9 a anchors may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 3.Concrete anchor fable: 7Q o E ANCHOR: dNCHOIt MfN '' MIN C;FARANCETCi MIN C1t ARANCf TOf r ava 02/21/12 e 3l 7YPE EMBtiOMEY..i MASONRY EDGE- AAJRC:ENTANCHp27 DM N.T.S.u.... 2 NW 1/1° 1-1/vs-1/T' S o.0 er. JK m CM vf: LFs o��wnm ELCO 1/4' 1.1/4° 1° C LATCH6 DUDBOIiDETA1L HINGEDETAX FL-15180.1 0 s�ccr 5 ar 7 Oa as J NP.HEAD 10 B JAMBS 11 g �SV MASONRY OPENING ddd HINGE DETAIL FRAME z_ 1X BUCK o 4 O w 0 H TYP.b SILL 28 G 8I � G � 27 MKEJAMRFRAME ANCHORING HINGE JAM! LATCH A DEADBOLTDETAIL K10wrxy I%Luck construction — CONCRETE ANCHOR NOTES: 1.substitution of equal concrete onchorsfrom a different supplier may have different edge distance and center distance requUemenls. c 2 Concrete anchor locations at the comers may be advsted to maintain the min.edge distance to morfor joints.Concrete anchor locations $ noted as MAX.ON CENTER"must be adjusted to maintain the min,edge distance to mortar Joinfs,additional concrete % anchors may be required to ensure the MAX.ON CENTER-dlmenslon are not exceeded. ' 3 Concrete anchor table °r= ANCHLyR ANCHOR ANTN A11N CMAMAMC, MLN'CLEARANCE W 7YPF,. 311E EMBEbM>Nr MASONRXEDGE ADJACENiANCHOR_ TF DI:..<... ....... z S °Im 02/21/12 ° RYd 1/4' 1.1/4" 2.1/7 r srxe N.T.S. 9 8 oxa er JK ELCO 1/4' 1-1/4' 1' 4' arc LFS ; ITW 3/I6' 1.1/4' 2-5/8' 2.1/4' FL-75180.1 0 5 srzn 6 arL O BILL OF MATERIALS RG DESCA!lrtON --A' 1X BUCK SG>=055 WOOD 2X BUCK SG>=0.55 WOOD ry 1/4"MAX.SHIM SPACE N 4 1/4'X 23/4'PFH ELCO OR ff W CONCRETE SCREW STEEL 456 MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 3/16"X3.1/4'PFH BW CONCRETE SCREW STEEL 1/4'x3.1/,"PFH ELCOOR RW CONCRETE SCREW STEEL I _ s J 1(4'X3-3/,'PFH ELCOOR ITW CONCRETE SCREW STEEL h �2 I 22, I Ail K #9 X 2-1/T PFH WOOD SCREW STEEL L #8X2-1/TPFHWOODSCREW STEEL8B€ M ` #8 X T PRH WOOD SCREW STEEL 2D ire a SIDE 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM B COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4'X 4"BUTT HINGE STEEL 10 #9 X I'PFH WOOD SCREW STEEL. 11 #9 X 3/4'PFH WOOD SCREW STEEL ^ i 20 ROGER JOINTED PINE FRAME,HEAD 6 HINGE JAMBS WOOD 456" J 21 POLY FIBER JAMB COMP./VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS $ Il HEADa SIDP ----I PUyfiDwpmb K 41 8 4.56" y 5$ z R i �OUiSWINGTAESH LD DYDV o e z am 02121112 sem+ N.T.S. _$ oxa a JK 83 MC er: LFS 3 auwva we ¢ FL-15780.1 0 s�cr 7 arL O • I i MIAMrJAp _ MIA\1I-DADECOUNTY fly _ (t(t PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 _ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADIMINISTRATION DIVISION T(786)315-2590 F(736)315-2599 NOTICE OF ACCEPTANCE (NOA) + ++'.n,iamldade.goeleeonomy CGI WINDOWS AND DOORS,INC. 10100 NNS'25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for qualityassurance 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 15011Euntiiiun 'Sll.ding Glass Doo�t w�/jvo Rei foi cetitents=L.M.I. APPROVAL DOCUMENT: Drawing No.W10-31 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,dated 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: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels 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 shun not to exceed 1/2"at Head/jambs&'/�"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2, directly into cone. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of'\TOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA t•evises& renews NOA 0 13-1121.06 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 14-0627.15 ��MIAMIDA{D{'ECOUN ,. Expiration Date: September 22,2020 �r�- Approval Date: Mareh 05,2015 Page 1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-31 Rev K,titled Series"150 Sentinel Aluminum Sliding GIass Door",sheets I through 16 of 16(inclusive sheets 1.1, 6.1, 6.2,9.1, 11.1, I2.1, 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 242-94 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.SOD 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 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SOD, prepared by Hurricane test Laboratory, LLC,Test Report No. RTL-0080-1208-090, dated July 30,2010, signed and sealed by Vinu J, Abraham, P. E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SOD(OX)prepared by Architectural Testing, Inc.,Test Report No. ATI—C0733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014,prepared by Al Farooq Corporation, dated 06/26/14, 11/18/14 and last revised on FEB 17, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). — fshaq I. Chanda,P.C. Produet Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: Mareh 05,2015 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNTemours, Inc. for the "DuPont Sentry Glass@ Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 1231.08 issued Eastman Chemical Company(MA) former Solutia Inc. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company(MA)former Solutia Inc. for"Saflex Clear or colored glass interlayer", expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14, compliance to FBC2014 (5th edition)and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Alunad,P.E. 2. Addendum letter dated SEP 24, 2014, issued by Certified Testing lab, signed and sealed by Ramesh Patel, P. E. 3. Lab Compliance statement,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-mail test proposal dated 07-19-2010, approved by BCCO. F Ishad I.Chauda,P.E. Product Control Examiner NOA No. 14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 E-2 U � 0 0 F N JJZ Z H Q QYWI I (L N � U 0t v (1 0 0.a 0` 1. 0 LL EWE° Qb�f O s a � m i S R O n Ow PitUDUCE kRV11ED N O O'� ea tompOytnQ wR�Ifie Florldr, ' �VI DxIdY+Csd�, ` Acrepr�+No 74"0 z7-�j � I=—of a EipY>tths�'ZC.ZQ N 3 N M� In d 0 3 n m Z Z"j N n cO�av THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE'IMPACT. SHUTTERS ARE NOT REQUIRED. O SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON s 8 DESIGN LOAD CAPACITY.CHART ON SHEET 7 OF 16, USING `o W MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. u APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o v e r REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSTRUCTIONS: HURRICANE ZONE (HVHZ). LAMINATED GLASS AND ; s 1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY USE CHARTS AS FOLLOWS. LAMINATED INSULATING GLASS o TO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN WINO LOAD REQUIREMENT BASED LARGE/SMALL MISSILE IMPACT ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS ON WIND VELOCITY, BLDG. HEIGHT,WIND ZONE r:JAVAD AHLAD Eng EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USING APPLICABLE ASCE 7 STANDARD. CIVIL ° ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FL.PE 1 70592 0 NOT PART OF THIS APPROVAL. FOR THE GLASS TYPE AND REINFORCING TO USE. CA.N.3578 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •$STEP 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION o WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED `•1 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP I ABOVE. `•• �� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 4 THE LOWEST VALUERESULTING FROM STEPS 2 AND 3 f j F•EB _,.�2015 �Iy10-31 SHALL APPLY TO ENTIRE.SYSTEM. •�� .J sheet 1 oT 16� 6" u chi 2 TRACK o - HEAD ANCHORS --- 3 \i 14.. Z � J n MAX. 282 13/16"MAX. O a DOOR FRAME WDTH Oa o p HEAD ANCHORS HEAD/SILL 0 J V 48 1/8" ANCHORS IN PAIRS 2, 3 OR 4 PAIRS AT HERO/SILL/JAMBS AT STILE ENDS SEE SIiCCT 8 O IL Q NOM. PANEL WIDTH AT 3"O.C. � FALSE MUNTIN �� SEE CHART ON SHEET 8 6.MAX 1 '3/,16" 0 0 OPTIONAL /, I C • 1 E FOR CAPACITY HEAD/SILL pp '.1 \ .1 ".1 CORNERS Q LL¢C g IL REINFORCING N O � REINFORCING Q W 3 N e tLi�=m AT INTERLOCKS N -IF===IF OPTIONAL J C J II SEE SHEET 7 Q w M I' (iH H J FOR CAPACITY -- Lr- -- I -Y�-- 2 1/811 a �I vmi LL.OF 42 1/8" 42 1/8" D.L.OPG. D.L.OPG. z5 A a a a a y En :CN o - - POCKET JAMB (SEE SHEET 4 & 6 SILL TYPE 82 ANCHORS qg 1/g" m z & DETAIL M ON 2 OR 3 PAIRS 48 1/8" 2 TRACKrr AT STILE ENDS INTO CONC. PANEL WIDTH JAMB ANCHORS AT 3"O.C. SHEET 13) PANEL WIDTH SEE CHART ON SHEET 8 FOR CAPACITY 8 R �ItUDlICF 2 i1CFVIJED o MCK eooWHag Will.tlx�ON� _ W: SILL ANCHORS Brkbq'Codt C�p �nrypn pNOue -�627•!S a"i MAX. TYP. III I B Jill �D) Jill F �"�a�+a o o — vo Y Ip Ig I 8" 8° 8' 8" 8° 8" 6"18' u O (1)%EFEP=-LUSTER (2)%EEP CLUSTER (2)MR CLUSTER (2)%EEP CLUSTER (2)%EEP CLUSTER (2)%EEP CLUSTER (I)%EEP CLUSTER En91.JAYADµj,� o '� CML FIA PE/70592 c ' TYPICAL ELEVATION TESTED UNIT O L OPENING D.L.O HEIGHT a DOOR FRAME HEIGHT - 9 11/16" J RR� ,,IIIccC W10-31 D.L.O. WIDTH = NOM. PANEL WIDTH - 6" f B eft J w5 PANEL HEIGHT - DOOR FRAME HEIGHT -1 3/16" shee11.1of16 6" 3. V M nP. --- 2 TRACK �_ o HEAD ANCHORS Z \Z O w M 2 ! 190 9/16"KW. Q P cl iL DOOR FRAME WIDTHO O no 14"MAX. ANCHORS IN PAIRS HEAD ANCHORS HEAD/SILL d AT HEAD/SILL/JAMBS 2,3 OR 4 PAIRS D n AT STILE ENDS SEE SHEET 8 O d FALSE MUNTIN Al C 1 3 SEECHART ON SHEET 8 6"MAX. 1 !d N16' a w M o J'AT FOR CAPACITY HEAD/SILL -^{�"-'� OPTIONAL CORNERS 0 a Q ate, �U) e� LL ZN_o REINFORCING I F AT INTERLOCKS Q N_ m T/IO.N AL SEE SHEET 7 � '� YMUD�CUC'IT kw1rylth1�IEhrp FlorldL� rOP G H FOR CAPACITY 42 1/8" 42 1/8" D.L.OPG. D.L. OPG.U 16 M _ o0 —�oSYgNDgS O0v�3Oo N Z ZZo B1 C�r Iff SILL TYPE 82 ANCHORS 48 1/8 :9 lz 2 OR 3 PAIRS 48 I/8" 7 TRACKio r C a. A7 STIDS PANEL WIDTH JAMB ANCHORS AT3"O,CPANEL WIDTH It I-0.) Ml—y oi�Nmn. im o SEE CHART ON SHEET 8 u FOR CAPACITY 2 TRACK SILL ANCHORS ".w. 3. n nP. Nw 7. LOPENNGB1 p� D.L.O HEIGHT DOOR FRAME HEIGHT - 9 11/16" D.L.O.WIDTH = NOM. PANEL WIDTH - 6" PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" 8" (1)rRp O.VSIW (1)KI➢aVSiiA (1)HD al a (t)XV CLMXR (I)R!P mmu Engr:JAVAD AHMW n r CML I FLA.PE,' 70592 n CAN. 38 n (TESTED UNIT) , o TYPICAL ELEVATION ,T/ O drovrmg no. W10-31 REFER TO PAGES 9, 9A, 11 & I IA FOR WEEP SIZE. r�G'2 JAZb1�J sheet Q of 16 FRAME WIDTH DOOR FRAME �^ PANEL WIDTH NON-REINF. INTERLOCKS SEE CHART ON SHEET) o W U— - G H F - — _ 1.•ul 1 O O U O O 0 W OL IL XXX(SHOWN) © OH HO OXX EXTERIOR o xxoCmWM g XXX(REVERSE) 0 R Q G FRAME WIDTH 0 W M DOOR FRAME WIDTH N NON-REINF.INTERLOCKS Q W 3¢ G SEE CHART ON 2 N o SHEET 7 Q w�i 0 H L Saw H HOil J K v 0 L G N XXXXXX(SHOWN) © O O J1 O O OXXXXO EXTERIOR NOM. PANEL WIDTH 3 0 LLJ O: DOOR FRAME WIDTH FRAME WIDTH V/1 PANEL 1YIOTH n m 10 N G H J 0 M n H d o3 Z Z in L7 os 0 K F U�m � O XXXXXX(SHOWN) © O O O O O KO NON-REINF.INTERLOCKSEXTERIORj1? SEE CHART ON 3 SIIEET 7 x i DOOR FRAME WIDTH FRAME WIDTH u oBg PANEL WIDTH `� cg 5 _ aO u a G J H Jx H ?£# H 31 — -- .. - op N `o 0 • c x _�x xxxxxo(SHOWN) © IOO O O O O OXXXXO NON-REINF. CHA INTERLOCKS EXTERIOR SEE i E r JAVAD"tAD H R flt('1DUCT hTfYISEO CML I t�W-"ffe FIodd. RA PE L 70592 i Qadf, CA,N.3538 0 n iN /Y-64 27.1 NOTE: . a APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOOR C (NON-REINFORCED SHOWN) 1�,... ),(l,.�i p `. ' 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. f ♦� t', drawing no. SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS 1�ia1 y r�'-odM CoMry J ♦ 1 ��'•. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FED il'z��5 sheet 3 of 16 DOOR FRAME WIDTH [, W U D00RFRA1.1E V7. � ANEL WIDTH NON-REINF.INTERLOCKS M Ij 5££CHART OP! SHEET 7 0 t--- = z n 3 awa o- .� 6: �� Rdo oGcoi o I a� LL Q H EX RIOR H(J40 t a PXXX(SHOWN) O M XXXP OOOft FRAM£WlOTH �aaQ DOOR FRAME WIDTH ANEI IYIDTH NON-REINF.INTERLOCKS SHEETH�R7 ON {��3 O a w I(t(,,�� lO�O F h x th VI IG to � I _ PXXXXXXP SHOWN t t � -� g o (SHOWN) O EXTERIOR J O 0 Q o V) DOOR FRAME WIDTH O W a O W DOOR FRAME WIDTH NON-REINF.INTERLOCKS O SEE CHART ON SHEET 7 O 3M m O O I IA K If U�< Ir PXXXXXX(SHOYIN) EXTERIOR O PANEL WIDTH Q XXXXXXP LPOCKET CAVITY NOT BY CGI NOT PART OF THIS NOAi DOOR FRAME WIDTH Kau DOOR FRAME WIDTH NON-REINF.INTERLOCKS c g x SEE CHART ON g- + Yc' SHEET 7 c i w IY �H. H Irl 10 m(,j5 c_ PXXXXXO(SHowN) O O"_/ EXTERIOR O* Q PANEL WIDTH DXXXXXP Engr.JAVAO AHJAAO tlREIDUCT kYVIhED CML ! APPROVED CONFIGURATIONS r+�#WN with tht florid& FLAU.ItAPE 1 70592 'a i POCKETED DOORS (NON-REINFORCED SHOWN) tasa MgCodt CAN.i 3538 J u k Arrpo/Y-,1627-if NOTE: /' SEE SHEET T FOR Op AND REINFORCING OPTIONS Dm 'i7?.�f-> (������(""r'—"t""' I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. THREE (3) TRACKS --�= 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. J/ l', dravring no. W-at!D.dtprodutt Coa,M POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. ` Wl 0-31 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet q of16 f DOOR—FR—AIAE—W. MAX.FRAME WIDTH �U I I REINF. INTERLOCKS 1R n I I SEE CHART ON �Y I SHEET 7 0 Z q J g H0 W 1 a. o o cf C v o K o K1 EXTERIOR HOG7 % NOM. PANEL WIDTH XO(SHOWN) 0 j OX , DOOR FRAME W MAX.FRAME WIDTH CY OR W I REINF. INTERLOCKS 10 $ SEE CHART ON SHEET 7 Q W u.ZNf s w ,j l7MQ Li N h QW�Y rc 0 � N v Kt EXTERIOR O F.. XX OM. PANES N 8 X 3/4'SMS n DOOR FRAME WIDTH /'AT 24°O.C. MAX. FRAME WIDTH c•+ O O�w fo � 'ut N H �N p N n H s s ONMn N Z ti 3 O Q J7 HO G7 o¢ j EXTERIOR NOM. PANEL WIDTH U OXO(SHOWN) OXO(REVERSE) O DOOR FRAME WIDTH MAX. FRAME WIDTH REINF.INTERLOCKS , SEE CHART ON s SH ET 7 og H PHODUci'NKVIM � Z Cf Jt Brb P�ewllA the FIot1/a 21 Eepinfl noe Dekko/7 7/ Gt OH EXTERIOR J7 HO Gt EdlaeflD+de man `-'" OXXO NOM. PANEL WIDTH XXXX(SIMILAR) •` o=o c �" O APPROVED CONURATION S NON—POCKETEDFIGDOORS (NON-REINFORCED SHOWN) Engr.JAVAD AIAWD d SEE SHEET 7 FOR Op AND REINFORCING OPTIONS FLA PENIL 70592 0 CAN. 38 TWO (2) TRACKS NOTE` / N o s a 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. / / 1 i\ drow,99 no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. 5 2015 W10-31 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 5 of16 DOOR POCKET CAVITY NOT BY CGI NOTE: FRAME NOT PART OF THIS NOA WIDTH pT l DOOR F.RAlAE WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. o -r---- 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. L 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. z m z w I j 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. K ja l00a 0 J v U 0 O I IA —KI I I L-- _�____ O EXTERIOR Kt 0�i a PX(Sr1DWN 0'o DOOR FRAIAE WIDTH xP 0&� s NON-REINF. INTERLOCKS 0 CL<O yqq 2LELIA� SEE CHART ON ®N WLL uj O I I yJy�� IU IY Q Wei lF U 0 rc iOa 1 0 la O 0 AI Lt J N -_- OI EXTERIOR O It PXX(SHOWN) g h XXP DOOR FRAME WIDTH o OOOR�_FRAME Y/� 0 n 1 I Jl I 1 I No I r m V)Ift IU UI IU UI ^' ` 1 0 AO U I I O O I 10 0 -n M n 0: la al la dl d O3 N Z N I I O EXTERIOR J7 OM 3 O -M `---- ----� �, o g" PXXP DOOR FRAME WIDTH U Oi DOOR FRAME WIDTH SEE INTERLOCKS O --� SEE CHART ON SHEET 7 ►RODUCTkVVIyEO 0 0 I Y'� � ✓ Y I I Y __ —_ Y I u tawyltlo¢nllA IAc FloHdt �b q g I V OL 5. U i I V Buldl6¢Cgtt. ! o@@ 0 isOai is 1 al Atn4,o�esR�/'�-QG2i- U I M !A I Cf P, Dn6 �G g O I I O EXTERIOR O Oj HO OM I h-. �' 01 o mil D&& fUdOtl cw" PXXXXP DOOR FRAME WIDTH DOOR FRAME WIDTH /-SEE INTERLOCKS c u u SEE CHART ON .2 o- Tr SHEET 7 •� I L 5 I (HD- m-IIII'- 8. 1 I Y En9r.JAVAD AHIMD o " & 1 U FLA.PE 70592 o l a l a CAN.3538 I a U 1 AI K1 0 i y .. L--_ O 3HEXTERIOR O HO K7 I`•� o g NOM. PANEL WIDTH PXXXX(SHOWN) PXXXO APPROVED CONFIGURATIONS j: / drawing no. XXXXP POCKETED DOORS (NON-REINFORCED SHOWN) I-[p'Aj'C qO'C W10-31 OXXXP SEE SHEET 7 FOR DP AND REINFORCING OPTIONS POCKETS ARE NOT PART OF THIS APPROVAL 1 66D 2 qq G J TWO (2) TRACKS AND TO BE REVIEWED BY AHJ. (sheet 6 of 161 DOOR FRAME WIDTH FRAME WIDTH t NOM. PANEL WIDTH NON-REINF.INTERLOCKS Cd U SEE CHART ON M� SHEET 7 - o L2 z g H sr �®r w o- ci IL 0 Q N a 0U O T _ O IS L_ ci I MQ XXXX(SHOWN) I 0 A�i v OXXX .+ I fJ o XXXOX(REVERSE) G2 EXTERIOR Q Q I a¢ Q .oIII DOOR FRAME WIDTH FRAME WIDTH 0 n O NON-REINF. INTERLOCKS y N SEE CHART ON W 3 N -' SHEET 7 i H H _ � IIr i Ng �1 H —H I R ;;tt Q Weil o- - O N XXXXXXXX(SHOWN) yso 2 OXXXXXXO L2 Q HO HO EXTERIOR JI Q V Q - O O.N.M. PANEL WIDTH a O w N DOOR FRAME WIDTH FRAME WIDTH F- NON-REINF. INTERLOCKS NOM. PANEL WIDTH SEE CHART ON 2 SHEET 7 __ _ In��_ n 3 N M ri J H II�JI' O M w H H H H I I I Gj 0 3 J u°'i o=n o G2 G U f N XXXXXXXX(SHOWN) - OXXXXXXO O O O Q EXTERIOR 0 Q �{ G2 H H H J H H H G2 DOOR FRAME WIDTH o o NOM.PANEL WIDTH n E.58 w H H H }} H LL O voi c XXXXXXXO(SHOYIN) O OXXXXXXO ©2 HO HO 0 �m 0 EXTERIOR Q L3 Eng,:JAVAD AHMAD n CML (ADDUCE HYVI�BD RA PE d 70597 '^ g dilh the Ftoeida CAN:,1538 o a Holy-acz�r� NOTE: ! \ ` L APPROVED CONFIGURATIONS �0+�. �j„�-(1 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. / /S• /y` O NON-POCKETED DOORS (NON-REINFORCED SHOWN) FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. SEE SHEET 7 FOR Op AND REINFORCING OPTIONS adUlldeF dwtCwrtd 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FGD�� 2U15 sheel6.1o116 DOOR FRAME WIDTH CA c2 U DOOR FRAME W1 NOM PANEL 1'JIDTH NON-REINF.INTERLOCKS r - SEE CHART ONS LOCKS 7 0 -- GG - Z su� q ^ o O o 0 j� A W ,fit 0 1 IA a O LL PXXXX;SH01'JN) L Q 0 EXTERIOR 0O LZ O a Q 8 XXXXP FRAME WIDTH 0 1°1tin NOM. PANEL WIDTHSEE CON SHEET 7 NON-REINF.INTERLOCKS w a c HART Q 1� DOOR FRAME WIDTH _ �ONM� i-L ---- I j� H H J - H H til I� O I 10°'o is H F_ sxL H s O i t o a I 2 in � i s -$ � iH o- b b •4 � a l 1 I v 1 p p I IA EYi M I I I �' N ^ Z 0 W PXXXXXXXXP (SHOWN) O O HO HO Q O EXTERIOR V Q 0 FRAME WIDTH NOM. PANEL WIDTHNON-REINF.INTERLOCKS =04 o DOOR FRAME WIDTH SEE CHART ON SHEET 7 to to n i L I d 03 O1 LL ZZ n w Iti H H IY � apo-n H OO �{ v o b n. 0 a i M c i O o I I I I PXXXXXXXX(SHOWN) IA HO HQ Q O EXTERIOR XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT BY CGI FRAME WIDTH 9 NOT PART OF THIS NOA NON-REINF.INTERLOCKS o NOM. PANEL WIDTH SEE CHART ON SHEET 7 DOOR FRAME WIDTH I °'$Gzrc I I H JO- �H- . I U w I�-F-6 II� [H� 10. 0 _ L-- ` Q !� OH HQ CU IA EXTERIOR O L3 c Engr.JAVAD AHIAAD o PXXXXXXXO(SHOVIN) CML I #ftoQ ICy kl MCJJ FIA PE 70592 APPROVED CONFIGURATIONS uaomplylsy wDb lM lbd& CYN. 538 a POCKETED DOORS (NON-REINFORCED SHOWN) �1C0� F g-�,�5 •015 e : 0 5 SEE SHEET 7 FOR Op AND REINFORCING OPTIONS Aeecpu�ko/9-0,4Z7-IS NOTE: f•M� O+k 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS Rye +A14- 2. FOR APPLICABLE NDN REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 1 / 'y I drawing no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. "/ /( W1 0_1 POCKETS ARE NOT PART OF THIS APPROVAL IJ AND TO BE REVIEWED T FT 4. DOOR SHALL MEET EGRESS REOUIRFMENTS AS APPLICABLE PER FBC. sh°D16.2Dfl6 DESIGN LOAD CAPACITY-PSF(GLASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS TYPES J a 'A'&'Al' 'B' &'Bl -- ROY. DOOR (NUMBER OF INTERLOCKS INTERLOCKS Z h PANEL WADI FRIUE HMO PANELS If/0 REINF. WITH REINF. uxxEs ,(+) INE.(-) IXT.(+) 24-1/8 10 _60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 Qr O p O 36-1/e 80 IO 60.0 60.0 80.0 80.0 m U 42-1/8 10 60.0 60.0 80.0 80.0 NOTA. PANEL WIDTH Gj O LL 48-1/8 10 60.0 60.0 9010 80.0 V 54-1/8 9 53.4 53.4 71,1 71.1 0 7, , O M 24-1/8 10 60.0 80.0 80.0 80.0 cy 0 P1 30-1/8 10 60.0 60.0 80.0 80.0 IF NOM. PANEL WIDTH �� C 4 Q G 36-1/8 84 10 60.0 60.0 80.0 80.0 C c f•- m 42-1/8 10 60.0 1 60.0 80.0 80.0 48-1/8 10 60.0 60.0 80.0 80.0 54-1/8 9 53.4 53.4 1 71.1 71.1 N N Ju 24-1/8 10 60.0 60.0 90.0 80.0 m a Z{y 2� 0 30-1/8 10 60.0 60.0 80.0 90.0 NOM. PANEL VIIDTH Dl� LJ 36-1/8 90 10 60.0 60.o 80.0 80.0 42-1/8 10 60.0 60.0 80.0 80.0 48-1/8 9 60.0 60.0 80.0 80.0 a 24-1/8 I 10 60.0 60.0 80.0 80.0 S n 30-1/8 10 60.0 60.0 80.0 80.0 n 36-1/8 96 Io 6o.o 60.0 80.0 80.0 V) n 42-1/8 10 60.0 60.0 90.0 90.0 O ix n 48-1/8 9 60.0 fi0.0 80.0 80.0 NOM. PANEL VlIDTH___] a O tLLJ o v GISS,TYPES O 'A','B','Al','B1' g INTERLOCKS 1=-O4 o WITH REINF. o �N M O M 24-1/8 10 - - 60.0 60.0 Z'Z 30-I/8 10 60.0 60.0 APPLICABLE FBC EGRESS E5 36-1/8 10 - - 60.0 G0.0 REQUIREMENTS TO BE v� 300_v 102 - REVIEWED BY AHJ. 62-1/8 10 - - 60.0 60.0 48-1/8 10 80.0 60.0 54-1/8 9 - - WA 53.4 i 7kkV9bED O 24-1/8 10 - - 60.0 60.0 44 30-1/8 10 - - 60.0 60.0 LMH 16e FivrFd4 36-1/8. to - - 60.0 60.0A*nNn/ '-✓c?Z 108 - lE4Mnd"I.Ie - J o 0 0 42-1/8 10 - - 60.0 60.0 46-1/eIo -- so.o _60.0 By W!d 06r } ""`` 4 g p g 53-1/9 9' 53,4 53.4 P^vdwt C. 24-1/8 10 - - 60.0 60.0 - 30-1/8 60.0 _60.0_ 36-1/B 114 f0 - 60.0 _60.0 42-1/8 10 60.0 60.0 48-1/8 s - - 60.0 60.0 NOTE: 24-1/e to - - s0.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE opoona J0-1/8 10 _- - 60.0 60.0 E8 E8.1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 36-1/8 120 l0 - so.o 60.o AND FLORIDA BUILDING COMMISSION .� _ x 42-1/9 10 60.0 so.a DECLARATORY STATEMENT DCA05-OEC-219 0 48-1/8 9 - 60.0 60.0 p c F \ \ Engr:JAVAD AHMAO '. N hCIVIL I n 1 n h N n FLA.PE/70592 '$ N CAR,A 3538 I drawing no. SILL RISER ITEMS O0 PSFONEOR E8.1 ARE REQUIRED FOR LOADS ABOVE -�E@�� 2015 W10-31 INTERLOCKS INTERLOCKS sheet 7 of 113 W D REINF. WITH REINF. Z/16"ANN. GLASS 3/16"ANN.CLASS F-e � U p75"Interlayer 075'toterloyer ! Soflex CP Waith PET Core Saflex CP With PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' zn Bc OR OR 090"Interlayer 090"Inlerlayor 0 r4 q Soflex Clear And Color Gloss 3/8"AIR SPACE Saflex Clear And Color Gloss H N a By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR O o (.i 090'Intedoyer 3116"TEIAP.CLASS 090"Interlayer G DuPont SentryGlas DuPont SentryGlas a By'E.I.DuPont Oe Namours&Co.,Inc.' By'E.I.DuPont De Nemours&Co.,Inc.' 0:p 3f15"HEAT STREN'O GLASS3/16"HEAT STREN'O GLASS ()j tHryry SILICONE SILICON£ O Li M o w GE SCS 1200 a'w GE SCS 1200 a a Q O o m DOW CORNING 899 m DOW CORNING 899 m DOW CORNING 995 z DOW CORNING 995 ro MI , IAI Z N IL' n SETTING BLOCKS ai ..,p li O _. AT 1/4 POINTS ON LITES O SETTING BLOCKS WIDER THAN 36" a AT 1 POINTS ALL SIZES W EPDM EPDM v rn F DUROMETER 85±5 DUROMETER 8515 SG m I TA W Ir— & N {r} � GLASS TYPE 'A' GLASS TYPE, 'At' AIR SPACE CONSISTING OF: Of 7/16"OVERALL LAM.GLASS I'OVERALL INSUL.IAM.GLASS 3/8" SPACER: z O utC3 w v .0045"THK. ST. STEEL RECTANGULAR SPACER AROUND THE PERIMETER OF THE GLASS. }j 3f 16°HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS 075'Interlayer 075"interlayer ' p N M M Soflex CP With PET Core Sollex CP With PET Core p yi OR Eastman Chemical Co.' By'Eastman Chemical Co' Z Z OR 090"Interlayer .090"Intedoyer "I p_n Softex Clear And Color Gloss 3/8"AIR SPACE Soflex Cleor And Color Gloss o Q By'Eastman Chemicol Co.' By'Eaetmon Chemical Co.' OR OR 090"Intedoyer 3/16'TEIAP.GLASS 090'Interloyor ---� DuPont SentryGlas DuPont SentryGlos By'EI,DuPont De Nemours&Co.,Inc.* By'Et.DuPont Oe Nemours&Co.,Inc.' 3fi6"HEAT STREN'0 GLASS 3/16"HEAT STREN'D CLASS SILICONE SILICONE 3 4 GE SCS 1200 +w- G£SCS 1200 �MWAI1ST k14VIbSA o DOW CORNING 699 ro DOW CORNING 899 B+ab/�t+Ii+ritf ffi+Ftar#ds �+ u�J DOW CORNING 995 `' DOW CORNING 995 AodPfaaee E+ptnpoo Dsk 20 Yi rc x M SETTING BLOCKS n I SETTING BLOCKS 'I I AT 1/4 POINTS ON LITES � 1 ' AT 1/4 POINTS ALL SIZES EWnIDW+"dart Co�e4o1�L WIDER THAN 36" I' I� EPDM ° ^ u EPDM O DUROMETER 8515 p DUROMETER 8515 w o g "d a 1 a`o Engr:JAVA➢AHMAO o r GLASS TYPE 'R' GLASS TYPE 'T31' EIA PE L 70692 y 7/16'OVERALL LAM.GLASS 1'OVERALL LNSUL.LAM.CLASS CA." GLAZING OPTIONS ' c _ ( •F � drolna9 no. 4`r�H'.�Ii015 W10-31 sheet 7.1--f 16 TYPICAL ANCHORS TYPICAL ANCHORS r, 3 KSI IN CLUSTERS IN CLUSTERS TYPICAL ANCHORS U 2BV WOOD BUCKS TYPICAL ANCHORS CONCRETE AT MTO.STILE AT lATC. STILE IN CLUSTERS n SEE NOTE SHEET 1 AT lATC. ST LE IN CLUSTERS &IN"%OCK-ENDS & INTERLOCK ENDS METAL STRUCTURES I <: SEE CHART�� 3 KSI SEE CHART _1BY Y/DOD BUCKS k INTERLOCK ENDS AT A1TC. STILE EDGE QIS�^ •,FgR•gUANTITIF,S., CONCRETE SEE NOTE SHEET 1 SEE CHART & IN IERLOCK ENDS SEE SPEC BELOW FOR QUANTITIES FOR QUANTITIES SEE CHART Z h j EQ6 DIST,I.,• 3 5/�",.. I FOR QUANTITIES E . b F � ° 8 KNCRETESI WOCEA . EDGE ODIST. 3 5/8" v OJ �p ANCHOR TYPE A N Cox ANCHOR TYPE A N a h ANCHOR TYPE B N m v=i ANCHOR TYPE C m�' Or OR>4 $ INTO 2BY WOOD BUCKS \ THRU 1BY WOOD BUCKS a DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES 0 0 Q p OR WOOD STRUCTURES - INTO 3 KSI CONCRETE - OR APPROVED MULLIONS 0 as o DESIGN LOAD CAPACITY - PSF(ANCHORS) I W 3 LL (fj HEAD ANCHORS SILL ANCHORS WOOD BUCKS AND METAL STRUCTURES NOT BY CCI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO IL Z to I/2'SHIM SPACE. 0/8"slum TYPE 82 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH J 3 CLUSTER AT CLUSTER AT CLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STO.OR ALTERNATE FRAME HEAD AND SILL. Q SOLEANTERLOCK ENDS TILE/WTERLOCK EN Lf/WERU)M'IN O NOU. 0009 4(e) 6(8) 6(10) 4(a 6(8) a(6) s(a) - - - - -AT HEAD- - - - - --1 PANEL 1PIOM UE HEIGHT EXT.(+)EXT.(+)EXT.(+) EXT.(+) EXT.(+) Da.(+) EXT.(+) TYPE 'A'- 1/4'X 3-1/4" ULTRACON BY'ELCO' (Fu-177 KSI,Fy-155 KSI) TYPE 'A'- ,1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSI) � N I-1/8 INT.0 INT.(-)INT.(- INT.(-) INE.(-) INT.0 INT.(-) I THRU 1 B BUCKS INTO CONCRETE II za-t s eo.o so.o eo.0 INTO 2BY WOOD BUCKS OR W000 STRUCTURES 30-1/8 80.0 80.0 80.0 _ 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD 36-1/8 73.6 80.0 - 80.0 - 72.4 80.0 S 82 -- I THRU 2BY BUCKS INTO CONCRETE II THRU 1BY BUCKS INTO CONC. OR MASONRY 42-1/9 6G.4 80.0 - 76.7 ED.. 65.3 80.0 1/2" MIN. EMBED INTO CONCRETE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 5 Of{{-.-.. o 48-1/8 61.2 80.0 - 70.6 80.0 60.2 80.0 O W v 54-1/8 57.5 80.0 - 66.5 80.0 56.5 80.0 TYPE 'B'- 1/4'X 3-1/4"ULTRACON BY 'ELCO'(F-177 KSI.Fy=155 KSI) I I TYPE 'B'- 1/4" DIA. ULTRACON BY'FICO' (Fu=177 KSI,Fy-155 KSI) I S O 24-1/6 60.0 80.0 - 60.0 - 80.0 - DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY �y N 30-1/8 79.3 80.0 eo.0 - 78.0 80.0 I 2" MIN. EMBED I I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 36-f 6 69.2 80.0 80.0 68.0 80.0 N o 42-t/8 8d 62.1 80.0 - 71.9 90.0 61.1 aO.o TYPE 'C'- 1/4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) TYPE 'C'- 1/4"DIA. SELF DRILLING SCREWS (GRADE 5 CRs) to N 48-1/8 57.1 80.0 - 66.0 80.0 56.2 80.0 I_ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) II INTO MIAMI-DACE COUNTY APPROVED MULLIONS (1/8"THK. MIN.) I - p T.Mj n 54-1/a 53.5 80.0 - 61.8 80.0 52.6 80.0 INTO METAL STRUCTURES INTO METAL STRUCTURES d 3 J n 24-1/8 80.0 - - 60.0 - 60.0 - I STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) I I STEEL : 1/8"THK. MIN. (Fy= 36 KSI MIN.) I 3 0 o 30-1/e 7360 130.0 - 80.0 - 71.8 80.0 z ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0- 36-1/8 so 63.4 80.0 - 73.3 80.0 62.3 60.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (3 5.. 42-1/a 56.7 60.0 - 65.6 80.0 55.8 80.0 L- L- U 48-1/8 51.9 77.9 80.0 60.0 80.0 51.1 80.0 24-1/8 60.0 - - eo.0 - 80.0 - �i (� -AT SILL - - - - ANCHOR EDGE DISTANCES E--� 30-1/8 07.G 60.0 - 78.1 130.0 80.0 60.0 Ii TYPE 'B2'- DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy=155 K51) INTO CONCRETE OR MASONRY= 1"MIN. INTO WOOD STRUCTURE = 1'MIN. 36-1/8 96 5865 so.o - 67.7 ao.0 57.5 B0.0 ty DIRECTLY INTO CONCRETE INTO METAL STRUCTURE 3/4'MIN. �x4 42-1/a 8262 78.8 130.0 60.3 eo.o 81.3 e0.0 w I - 1_3/4" MIN. EMBED INTO CONCRETE- - - - CONCRETE AT HEAD, SILL OR JAMBS PC -3000 PSI MIN. s 48-1/6 47.6 71.4 80.0 55.0 80.0 46.13 80.0 a L- - - - C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. z o 24-1/8 60.0 - - 60.0 - 60.0 - NOTE: $ _ 30-1/8 60.0 - - 60.0 - 60.0 - o ANCHOR CAPACITIES LISTED ON THIS 4 p x SILL RISERS 36-t/8 84.3 60.0 - 60.0 - 53.4 so.o a v SHEET TO BE USED IN CONJUNCTION _ lox v z SEE SHEETS 9, 9A, A & 11A FOR OPTIONAL SILL DETAILS 42-/a 48.3 60.0 - 8868 130.0 47.8 6060 a a WITH CLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY Lon a 4e-1/a 43.9 so.o - 50.8 130.0 43.2 8060 LL00 o LOWER APPLICABLE VALUES CONTROL. 54-1/8 40.6 60.0 - 47.0 60.0 39.9 60.0 Y 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B m ANCHOR TYPE B 24-1/8 60.0 - - 60.0 - 60.0 _ Ci TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE 30-1/8 Sa.8 60.0 60.0 - 57.9 60.0 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 3 c o e r __ 36-1/8 108 50.7 60.0 - 58.6 60.0 49.9 80.0 W Z Y m fn •0 0 N 42-1/8 45.0 60.0 52.0 60.0 44.2 60.0 ¢¢O 48-1/a 40.8 60.0 - 47.2 60.0 40.1 60.0 tF p2 O C3 ISJe O C i y 24-1/8 60.0 - - 60.0 - 60.0 - c 5 x 6666.. ......... ... 6666:. .e O 30-1/8 55.3 60.0 - 60.0 - 54.4 60.0 2 t7 W3� V(,'�BI�/Fb� ....I:•'....'. 36-1/8 114 47.5 60.0 - 55.0 60.0 46.8 60.0 �' �¢'S 0A9RII�11+Pluridl. ':._: I 1 • of 1 x J;9/B:"• •Engr:JAVAD Mi. 42-1/8 42.1 60.0 - 18.7 60.0 41.4, 60.0 CML 48-T/8 38.1 57.1 60.0 44.0 60.0 37.4 60.0 ��� 70592 2a-1 8 BOA - - 60,0 - 60.0 - o UL.� "• .: FLA.PE 38 / z n S EtP}1�tb0 Date A/_•yy(yp \ •. CA.N.X578 30-1/13 52.1 60.0 - 60.0 - 51.3 60.0 S �O= f ?T"" r`' G - I TYPICAL ANCHORS " tl 8Y S� G• PO ED 8 HARDENED IN CLUSTERS 36-t/e 120 44.7 60.0 - 51.7 6a.o 44.0 b0.0 S .jLL MWml Dadr rodt (:uulml NO-METALLI/NON-SHRINKAGE AT MTC.STILE r )• �• O 42-1/8 39.5 59.3 60.0 45.7 60.0 38.0 60.0 ��.1 s¢ HIGH STRENGTH GROUT do INTERLOCK ENDS f': drowing no. 48-1/8 35.7 53.5 60.0 41.3 60.0 35.1 60.0 _ Z� I'C o 5000 P51 MIN. SEE CHART / �� ' NOT BY C.G.I. FOR QUANTITIES I W10-31 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES MUST TRANSFER SHEAR `��B�'5 2015 LBAIT EXT.(+)LOADS TO 80.0 PSF FOR DOORS W/REINF.UPTO 96 IN.HT. LOADS TO STRUCTURE sheet $of 16 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN.HT.UPTO 120 IN.HIGH. O U v 1 SEE SHEET 8 FOR ANCHORS ro M 0 z qq� EDGE DIST. At 3 5/8" EDGE 3 5/8" EDGE DIST. 3 ve Z W'$ DIST., EDGE DIST. 0 Sr t m 4 08 K 13 WEEP SIZE 1/4" X 1/8" O o c �A 1 n "A11 C1 n REFER TO SHEET 8 FOR VARIOUS 1 00 a INSTALLATION CONDITIONS. Ir 3 g a OPTIONAL SLANT SILL ADAPTORS III II II I � N II � I t I I 'I i II II p�p M i yll O N "M 0�A v DECORATIVE six 24 SILLCOVER OPTIONAL x W a o 1 W 0 o M x a t r11} 0 W , o p 11 ZZJ Mo n n nn nn pp L `41i 0 '� I I'� II I {7f21DZt�'r KF'yty�p Haiilh �tlIe 1'W+1lt. SILL RISER a 'I ' �' r •l�� E8.1 aREOD, FOR LOADS POURED&HARDENED 81hW o` 8 g I HIGH STRENGTH GROUT P79d+M t' ABOVE t60 PSF NON-SHRINK,NON-METALLIC '' SILL RISER w -f, H 5000 PSI MIN. E8 REDO. FOR LOADS MUST TRANSFER NDSOH S ABOVE t60 PSF E7 AR LOADS TO STRUCTURE B92 (1) W y I a Col o Al �o^ 4�d •" En9r:JAVA(?AtitA1.0 I f . '1 .. .4 a' CML .'.1":::.'::.::: .':.'::.'.'.:".. f4A.PE// 70592 $ n CAN.7570 \ EDGE'DIST: .xJSjB"• e. .t WWL :'3 5 •,'i3 KSi CONIC. 3•KSt CONIC EDGE'DIST.•• /.8~» EDGE'DIST. JSY f� l SEE SHEET 8 FOR ANCHORS W1 0-31 T R _3) TRAGIC DOOR DETAILS ((pp sheet 9 of 16 � 11� SEE SHEET 8 FOR ANCHORS tlJ o c� Z EDGE DIST. 1 3/4" EDGE DIST. 1 3/4Z p " EDGE DIST. 1 3�4 0` Wr� n iy J O U — C V WEEP SIZE 3/4" X 3/16" 0 a L, r E I I,•" x� REFER TO SHEET 8 FOR VARIOUS O INSTALLATION M11 CONDITIONS. l/A� n1 C At E 0 w o \.J O rt` O LL Z y o o E7 Vl I m m OPTIONAL SLANT SILL ADAPTORS Q O I' II II 1 1 II � to j i ill � 0 O W D v q z Ow DECORATIVE O Of d 24 SILL COVER " OPTIONAL a S = i o a II II ®j oO N r�Mi i Z a X ii 3 0 M s ILL W ' I o— v��� l a o a O 11 'I � ' ntIDDUCT kfchSwSD �I 1 ClC& Itla F1aMGc II ,•I I,I, I it ,I'il s�pfnNon o.a Z2/ 2 Z SILL RISER .9 8 8 a E8.1 REDD.FOR LOADS c 4 a r I, POURED&HARDENED II.I I,y Mlad DAdl, ��Con•mi ABOVE+60 PSF HIGH STRENGTH GROUT NON-SHRINK,NON-METALLIC " I'q SILL RISER C i Pc 5000 PSI MIN. 'I 'I° E8 REOD. FOR LOADS NOT 8T CGI WINDOWS ® ® ABOVE +60 PSF MUST TRANSFER SHEAR E7 LOADS TO STRUCTURE I 11 I 1-16,22 0 a 0 0 o r Engr,JAVAD AHAWD o ..... ..... ............ t.:. :'+:...'.'..... ..'I.:.::'.'.':.':.':..+....'.....'. CML i ro i FLA.PE 70592 n 0 d1 CAA 3538 N n n -•' :' .� 3 KSI CONC. •' J KSI CONC• o° o EDGE 0197:' 1 314`• %W EDGE 019T:.'. + 314". EDGE DIST: "• i •.1' O SEE SHEET 8 FOR ANCHORS W10-31 ALTERNATE THREE (3) TRACK DOOR DETAILS $ 2b15 sheel9.1o116 TYPICAL ANCHORS [] u SEE ELEV. PANEL WIDTH [y v u FOR SPACING /� S� 1/2" MAX. E6 D.L.O. / o LOAD BEARING ..-1 SEE CREE C AS REND. O f Z 3, SHIM HART ON \ / M15A At SHEET 7 FOR CAPACITY O H u o — — -- — }0R E orc�a - ao asIr M$ w o AY �IA or---- qlAMY6A ""—' •_ _,. _._ _ _ _ _ _ _ _ _ Q W d f .•y 0 . �_.. - - a LJ Y E4 Y O.L.O. o O.L.OPG_ g � v Y EXTERIQR NOM. PANEL WIDTH Al PANEL WIDTH aI n LOCK STILE INTERLOCK INTERLOCK AURAG,� o Q (REINFORCED) DOOR FRAME WIDTH (REINFORCED) UDKT 1kav158D - V7 YX6 OR LARGER Oukhl Md* WOOD BUCKS #10 X 1-1/4"SS PH SMS YWntbn .i O NM n 1 PER CLIP �• �5 ( d'O 3 J t L I 3 PER PANEL �°Lw Cpsod 0 1/2"MAX PANEL 1410TH �J N - 1 8"FROM EACH END M2 =4, LOAD BEARING 1/2'MAX. Al2.{ AND AT MIDSPAN 1f4"MAX SHIM D.L.O. LOAD BEARING NB X 3/4"SS FN SMS LOAD BEARING _ U O METAL SHIM M2 Y PER CLIP SHIM STRUCTURE r P-- TYPICAL TYPICAL ANCH RS --_ - II o TEIJ II " U'� TYPICAL ANCHORS s SEE EL =_ TYPICAL ANCHORS FOR SPACI G SEE ELEV. n FOR SPACING II FOR SPACING s g rc W • � a e ---- - II II _ -- -�� Y •• F.� � �z u rc�rc it ltd i,. ii 11 ~ oi 17 � li o ami oYo N== - LAl- E EXTERIOR FIXED PASXT. o DOOR FRAME WIDTH DOOR FRAME WIDTH Eng':JAVAO AHMAD o CML DOOR FRA s.7E WIDTH FLA-PFT,1%0592 2X6 OR LARGER WOOD BUCK CAN.\3538 OR WOOD STRUCTURE C. drawing n0, THREE ( TRACK DOOR DETAILS W1 0-31 shesL 1l1 of 16 //pp�V SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS m_ j o z EDGE DIST. 13/ z EDGE DIST. 1 3/4• O m _ W z i 3 KSI CONC. _ 'a; 3 KSI CONC. f' a N IA '•4• I I N to "fid� N a 2 O \O O O 0 V W (L E3 ,� 0 WEEP SIZE 1/4" X 1/8" 0 LL i�rriP &Ul: REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. C.0 Q¢ 8 It M17 A10 AI 0 0N h C A l E26 C 1 K III1�U��� m Q Kw Z 3 LL 0 IDL! lU a�m� � OPTIONAL SLANT SILL ADAPTORS o II II J � II II I I T DECORATIVE y$ 1O ! II 24 SILL COVER a o OPTIONAL r3 O v 0 Q F- P I II Al (n Irl N Z (� 6 O I II' S II II U 2 II .9 3N 0 Mb _ a0 a 5Wa II a0 = `l1 LI 0 m IZZft IJi 0 p W a g p W I�� I .' p J g0Eg01qah�t1e FTarida �_-"—� r�NMR=MiUD owe, SILL RISER fj0 fU_�2?./r E8.1 OPTIONAL FOR LOADS I I ��� BOVE+60 PSf O z o 0 bwA Dkd� IIH CoOM r�� o�POURED k HAROENEO I l HIGH STRENGTH GROUT 14NON-SHRINK,NON-MET LLIC SILL SER u REQD 1FOR LOADSPe=5000 PSI MIN ��pp11 ABOV +60 PSF NOT BY CGI WINDOWS TMUST TRANSFER SHEAR LOADS TO STRUCTURE _41v 81 25 D1 ® o Al y°-$;o z s O N -I • ..... Engr.JAVAO AH MAD o N ......... CML N q FU.PE d 20597lil 'a CAN.4536 n .w .a•'•,I '• 'w 3 KSI CONC. CONC.�a .y �. .•a 1 o E o •. • I.. I:w I I 3 KSI EOCE DIST. 1.3/4• I EDCE GIST. 1,3/4• I �('. drawing no. SEE SHEET 8 FOR ANCHORS !� /'Cft , SEE SHEET 8 FOR ANCHORS vrGD�5 2015 W10-31 TWO (22) TRACK DOOR DETAILS sheet 11 of 16 U � �lpu SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS o Z m EDGE DIST. 1 31a' EDGE DIST. . 0 W N i t ,'•3 KSI CONIC. 3 KSI CONIC, eFa}a \So \O I d.' O O ct _ J fSyu IL Es.t WEEP SIZE 3/4" X 3/16" V 6 REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. D a Q Q 8 ui x" I 11 '(D T E LRA�J „ I OPTIONAL SLANT SILL ADAPTORS N I�II it II � h li ii o n DECORATIVE S ,I T SILL COVEROPTIONAL ca 00al, I II 1� � 1 2N o W i ai �� W IYi ~s 11 N N m _ a 0 �,I, x 0 nil n w ��I - 00 n:1 j o a o J d 0 3 J S d z d F w E• d 3 0 W C W CD o¢ J g1 a 1 � M000GTkJCv FD rlU f6t fl9rld� SILL RISER EB.1 OPTIONAL FOR LOADS Atrephoel Ni I 6z /S ROVE +60 PSF ' 'I EignMo�Dak 2� Z 88 O I Zo j` x li POURED k HARD NED ', p HIGH STRENGTH ROUT i1 NON-SHRINK,NO -METALLIC II � SILL IISIR !'c=5000 PSI IIN. E8 REOD FOR LOADS II ' NOT BY CGI WIN WS ® ABOV +60 PSF l' MUST TRANSFER HEAR LOADS TO STRUC RE B1 D1 � n Al s G3 O AI vcx��x \zi 0 r —� _ � N O11 .. .... .... _ ..... Z3 .. ... .... .... Engr:JAYAD AHMAD O 1 CML ...........:.Ii FM PE 70592 s c ..j l.:...... '4 CAN.$538 .x•' w 3 KSI CONIC. :. I ,s :. :. ;..I'j A' •3 KSI CONIC. i/ ''/1 1�•. w ) y EDGE GIST.• 1 3/4,' � EDGE DIST. 1 3/4. SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS / I CW1 0—3 1 ALTERNATE TWO (2) TRACK DOOR DETAILS r`'/�E�"`' 201 Gneet11.1or16 UV TYPICAL ANCHORS �? SEE ELEV. FOR SPACING m 0 1/2"MAX. PANEL WIDTH - Z % LOAD BEARING #10 X 1-1/4"SS PH SMS Al PANEL WIDTH m z 0 SHIMO G.1 1 PER CLIP D.L.O. 1 112 1121 #8 X 3/4"SS FH SMS D.L.O. 0 0 0 1 PER CLIP 10 ES a fit colo n _- __ _ - --------- 0° o —- _ o ---- - C°zwM g. 0IL + __ - _ _ _ _ - _ _ _ q k N Qw�� ., wE4 E9 EO INTERLOCK ASTRAGA E2 FIXED PANEL D.L.O. o n (REINFORCED) oo EXTERIOR NOM. PANEL WIDTH 20 N 0� o O DOOR FRAME WIDTH Sc-' OQ W N to 1BY wooD BucKs SEE NOTE SHEET 1 N o fA v1 u O dE O3 1/2"MAX. w } 6 Z Z LL 'LOAD BEARING K1 L1 u o N10 X 1-1/4'SS PH SMS 1/4"1 D o SHIM PANEL WIDTH o�"� 1 PER CLIP LOAD BEARING oQ J 1/Z• MAX U o s SHIM METAL V O lY TYPICAL ANCHORS STRUCTURE 1- D.L.O. LOAD BEARING SEE ELEV. (�8 X 3/4'SS FH SFAS 0 SHIM "FOR SPACING 1 PER CLIP TYPICAL ANC RS TYPICAL ANCHORS SEE EL --- SEE ELEV. FROD CT kKVlbW 11 FOR SPACING oeonM-o wftb Mr Rorfdt y o v RYN6y Code. - - Aso"."No-I±-06-Z7.(5 Y EapinNoo Dale y„ - `a - 6 - - Pruau Dade toduef Cotuetd _ _ _ 0 N O U :n ^opo EXT. t' u EXT. EXTERIOR W DOOR FRAME WIDTH L� DOOR FRAME WIDTH DOOR FRAME WIDTH FIXED PANEL Enyr.JAVAO AHMAD I t /zr WOOD BUCK CML FLA PE P 70592 \ WOOD STRUCTURE C.A.M.353> }` SEE NOTE SHEET 1 t drawing no. Two jL./�FEFI-�G 2015 W10-31 (� TRACK DOOR DETAILS sheet 12 of 16 REFER TO SHEET 8 FOR VARIOUS U v sEE SHEET a FOR ANCHORS INSTALLATION CONDITIONS. n 1 0 0 EDGE GIST. 3 5/8• EDGE m DIST. 3 5/8" EDGE GIST. 3 5/8' m= 0 Z \ e ` • d• e• 1 a .4 i t •` •t I 4 i"W .p i - •' � .. •4 a ta' •t 0� Q 0 u it III Ji ril Ov a 2 WEEP SIZE 1/4" X 1/8" ah- MI a i nf,<: Mil 0 <o QL XI AI 0 C y T ) W E7 C1) T m nl 0 qll I j fi t ii II I o m I I o I I li S N a 0 Ci v ° OPTIONAL 0 III �I II SLANT SILL ADAPTORS v~i V x 0i I II DECORATIVE to»!�m w " " 2<SILL COVER i JRjs I OPTIONAL W d 003M N Z5 II Iv y c o U Z I ritt t tCr k10 llbEID apbug b tb Florida y ' Rg Cade d Z y III J ESP tkilas Daft SILL RISER i EB., REOD, FOR LOADS POURED&KARDf.NED doe II ABOVE +60 PSF 2 RICH STRENGTH GROUT rc NON-SHRINK,NON--METALLIC "'` 'i 4 3u m I=5000 PSi MIN. REODftIFOft LOADS u 3 NOT BY CGI iER SH 5 rye nn,, ABOVE +GO'PSF MUST TRANSFER SHEAR �/ � V E7 LOADS TO STRUCTURE tl At go���� 2g 0 g x c E.9,JAVAD MOWN t ...... 4 .............. • I' - _ PLA.PE,y 7054 �^ CAN.5538 � >, \ EDGE•GIST. a'3 5/8" .i •i *- ;t 3`S 't 3 KSI CONC, .v 3r9 3 K51 CONC. ,,� �., w EDGE DIST. /,8. EDGE GIST. 18� If �t " ^ 9 SEE SHEET.8 FOR ANCHORS i �I� `.� drawing rlo. FOUR 4 TRACK DOOR DETAILS FEB 2 a 2015 W10O31 xheei 72.1 of16 TYPICAL ANCHORS SEE ELEV p�� U FOR SPACING PANEL WIDTH o 1/2 MAX' Cit E6 1/4"MAX. Z J LOAD BFARING LOAD BEARING METAL FZ- Zd SHIM M15A At L3 SHIM STRUCTURE O.L.O. rQry 6 0 Al Ya O M V 7 :1 TYPICAL ANCHORS �...Z SEE ELEV.FOR SPACING IL¢ 80 0>0 0J N Qw>I�oNo n II II SHE- V �{ n t At QO j Z�Z'(�ryV E M14A M16A It m o I EXTERIOR g o c� O E27 L 3 La EXTERIOR ci UO N10 X 1-1/4"SS PH SA15 3 1 PER CUP s DOOR FRAME WIDTH LZ 3 PER PANEL N 1X8 OR LARGER AT 18"FROM EACH END M2 to WOOD BUCKS 1/2"MAX. AND AT MI-SPAN 1/4"MAX. g' 0 N r,�j LOAD BEARING b8 X 3/4"SS FH SMS LOAD BEARING METAL a Q 3 J'� SHIM I PER CLIP SHIM STRUCTURE Z Z N < z 30 1/2"MAX. _ y o� TYPICAL ANCHORS C�p LOAD BEARING - II. o SEE ELEV. II�y TYPICAL ANCHORS Yi'i U SHIM -- _ i'-71 FOR SPACING C] SEE ELEV. 0 II Y FOR SPACING ` II TYPICAL ANCF{QRS LFORPACI - 1p wJ. LL11 N w C t- EXTERIOR EXTERIOR w PRODUCT It91'ISCD Engr:JAVAD AHMAO a u t plug w11).the Florift, CML BYldtogCode i \ DOOR FRAME WIDTH p=ly tE-DL Z)• DOOR FRAME WIDTHFLA CA.N 3538592 2X8 OR LARGER WOOD BUCK OR M4rI De dro°nng no. WOOD STRUCTURE 1 1 }5 2015 W 10-31 FOUR (4) TRACK DOOR DETAILS If 1-6) EXTERIOR INIOUNTE POCKETED JAM TYPICAL PAD PILE INSTALATTO 4 LOCATION TYPICAL ANCHORS z TYPE A, B OR C AT 6"FROM ENDS AND M 2 kk 9-D.C.INTO WOOD/CONC./METAL 6"D.C. INTO BLOCK ONLY 1-1/2-MIN.WOOD EMBED "N' a BLOCK . , IS 1-1/4"MIN. E EDGE DIST. SEALANT 0 1-3/4"MIN. CONC.EMBED MIN, METAL THICKNESS 0 BLOC,BLOCK :,.-Oc, 15 0 R METAL 1 cf OW W 0 0 z W EXTERIOR TYPICAL AT PANEL 4 CORNERS 0 a 0 W o U) POCKET CAVITY NOT BY CGI X- NOT PART OF THIS NOA To BE REMEWED BY AW 0 to 03 -j el 2:2 DOOR FRAME WIDTH kyVfbED 2 NOM. PANEL WIDTH U—*4-ftn-mad, 2 1t u3 Dade @ 0 ....... ..... ...... ...... 0 (0 Engf:7AVAITAF(AD ...... ph CML I 2 PNE.,,�j 7059 II EXTERIORa2 a2 drawing no. 070 4.7J5--y 07� ,.J4G .92, -q 1.340 r .675r .,2G M o aso ea7 250 aa7 1.250 .99�s .osteo-.9775 ss .0501 9' � 0 � Z J. 3.255 1.1 1.184 h- J.255 Q a �' 4.250 4.250 O o 0 E3 FRAME HEAD (2 TRACK) ty FRAME HEAD (3 TRACK) •070 t� � '070 GLAZING BEAD GLAZING BEAD f1 LAM.GLASS INSUL- L L.1IAM.GLASS p �4.735� �5.921� .99s .995 Q? n 070 070 1.508 �j 7.186�- a po�� g .860 g15 {yg0 915 t Z50 E7 TOP/BOTTOM HORIZ -� I TOP/BOTTOM RIZ (OPTIONAL) O'a n p W N to $ 9- 9- .725 065 .664 060 3.000 m K n 3.000 I 1.501 1.831 Q w 3 LL Ct .070 •995 1 .125 .070 J Z S � 156 Q w f E3.1 ALT. FRAME HEAD (2 TRACK) 13.1 ALT. FRAME HEAD (3 TRACK) 1 ago '.475 M2 FIX. PANEL CLIP 3.000 1.49.0 � 1.415 u .120-^{ .10- v eV �dI I N .075 075 I z.o05 EXTERIOR INTERLOCK (OPTIONAL) -2.005- .075- -005 0 �o 2G 8 .070 0 .070 2.600 E6 '070 1.366 3.750 MAIN STILE OPTIONAL. o 6 .� � MAIN STILE .695 (OPTIONAL) .640 .753 2.755 O ril ."t+ 7- 3.000 .285 .125 3.000-^{ c p Ld I Fes- .995 I tin y t` F^ 4.735�I 5.921 .095 �[ E8 .095 I `�S N o OEt t t I SILL RISER (OPTIONAL) 1.610 1.870 9 C,4;; FRAME SILL (2 TRACK) ® FRAME SILL (3 TRACK) 1.770 1.415 1.770 1.415 O M Al oso a 3 .060 1 F 3.188-�{ 3.572 I Z .075 .075 2.005 .070 1 .070 -2.005- .070 ---2.005 .070 2.600 .070 2.600 .65 g JL U �i 3 E5 INTERIOR INTERLOCK .582 .640 -, �L •9?� -�- 1.255 INTERIOR INTERLOCK (OPTIONAL) 2.1207..005 1.186 2 .572 k4.735-moi 5.921 995 POCKET HOOK ASTRAGAL (OPTIONAL) 741 gsg$ AIT. FRAME SILL (2 TRACK) tt.t 1.831 .625 ALT. FRAME SILL (3 TRACK) 1.501 •0� 3 2.591 uUa 3.341 ff 3.750 3'750 .156 3.750 1.920 .062 m z S s o 2.755 2.670 .155 125 3.000 .155 } .625 •070I E4 EXTERIOR INTERLOCK .070 25--4 3 1.610 1.870 3.572 6 J.510 � .510 24 SILL COVER(OPTIONAL) O SILL RISER (OPTIONAL) 1.825 1.600 1.870 .070 125 1.600 1.870 EnFL JP MLN{MAO nw4LICf Itxvmw R n FLA.PE/70592 CAN.1,3538 Ha~��wMl Iia F7oHd� .. a .125 1 1.310 11 o g o L2.005-11.zss 2.00s e 14 � 0 • 2.005 / •It,, �, s � drovnng no. E23 / FEB 2,6 Z015 W1O-31 Eta OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) t (sheet 14 of 16 CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS -••'i 1.375 x 51060 E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - - I '�Lf�__ TSO o El. CGI-150 ALT.FRAME SILL 2 TRACK __ 6063-T6 CGI EXTRUDER - I E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - - O .260 �,640 E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CCI EXTRUDER - ���444I Z ,ry I E3.1 CGI-152 ALT.FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - 2 FRAME HEAD COVER h 0. 0• E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CCI EXTRUDER - 4.765 .06F5 O o v E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CCI EXTRUDER - •080 1'621 �{ x'•640 a�I E6 CGI-155 MAIN STILE _6063-T6 CGI EXTRUDER - jl li_j y 13 E7 CGI-156 TOP&BOTTOM HOR12 6063-T6 CCI EXTRUDER - O EB CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - II .344 O60 V ES.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - -�I .625 C Q p ~ E9 CGI-158 ASTRAGAL 6063-T6 CGI EXTRUDER - FRAME SILL COVER C o 1. EIO CGI-159 INTERLOCK REINFORCING(LENGTH=FRAME HT. -B") 6063-T6 CGI EXTRUDER - £2 FRAME JAMB (2 TRACK) Q 3 LL H Etl CGI-182 FRAME Slll 3 TRACK 6063-T6 CGI EXTRUDER - .243-�1 1.375 12W-c°9 E11.1 CCI-160 ALT.FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - r (7 E12 CGI-161 FW AE JAMB 3 TRACK 6063-T6 CCI EXTRUDER - 1.791 E13 CCI-185 FRAME HEAD 3 TRACK 6063-T6 CCI EXTRUDER - .060 O E13.1 CCI-162 ALT.FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - �0 r. E14 CGI-16B OUTER-TRACK ASTRAGAL 6063-T6 CGI EXTRUDER -zi - E75 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - 2 FRAME JAMB COVER 1 El6 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - S E17 CGI-123 1"GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - 5.951 •080 1.620 E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CCI EXTRUDER - d .OSS O W E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - .545 N E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - �-- E21 CGI-156A TOP&BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER - T 090��, 1620 =N o E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CCI EXTRUDER - .n �N n7•o E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - 00 3 M N E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - .625 �C Z_Z LL E25 CGI-184 2&3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - -1 FRAME JAMB (3 TRACK) E26 CCI-187 2&3 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - v E27 CCI-IBB FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - c) 4 E2" CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CCI EXTRUDER - O E29 CGI-102.9 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - _ Y'HTIDUC'f.kF;VIJF,D Mlh the Florid, CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC M2 CGI-171C FIXED PANEL CUP(2-1/2"LONG) 6063-T5 - 3 0 FIXED PANEL A«7F4Me we ALC'G 2 .IS w M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL E4a r 7"Z' �,��. o€ R M10 CCI-176 FRAME HEAD ANTIUFT&PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. my, I•�CA r.a )AT1 W2320INC PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M72 CCI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN IA13 TA-5I-PRS-150-C2SS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK: M14 SGD-500 DUAL MORTISE LOCK ST/5T SULLIVAN ATTACHED TO SGD-503 DUAL LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT M14A PSO1-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO U16A MAIN STILE AT 40" FROM BOTTOM MI5 SCO-507 KEEPER ZINC SULLIVAN INST.W/2#IOX3/4'PH SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) 0 8=s M15A SCD-507N KEEPER ZINC INTERLOCKS INST.W/2 810X3/4'PH ZINC RECESSED ADAPTOR (PART {SGD-503) (PSO1-0036-117) MI6 SCO-503 RECESSED ADAPTOR ZINC SULLIVAN INST.Y//2 A10%3/4'FH ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) — -' SGD-507N) M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.W/2#IOX3/4'FH ZINC KEEPER (PART �SGO-•507) (PART o M77 SGD-SSOD HANSET 21NC SUILIVAN/INTERLOCKS - En9r:JAVAD AHMAD EE- b r CIVIL i n M18 SM230OW HANDLE SET OPTIONAL ZINC SULLIVAN - FIA.PE!705921 n CAN.353e S. M19 SCS2000 SILPRUF SEALANT SILICONE GE - s M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL SULLIVAN OR EQUIV. 4 PER PANEL �' x/ 1 is O M21 CGI-174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. I PER INTERLOCK/ASTRAGAL y drawing no. M22 CGI-175 SILL INTERLOCK PILE PAD T 1VOOL ULTRAFAS OR EOUN. 1 j i S2 - s10 X 1 1/4"LG. PHIL.PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER ' g 2'�j 2015 W10-31 sheet 15 of 16 7.750 .080 .925 .857 1,250 ns2 Fee FRAME HEAD (4 TRACK) .060 2.600 C .753 t hl 2 Fla FRAME SILL (4 TRACK) 1.375 FRAME TOP CORNER V) 0 4 TRACK SHOWN X 0 c, 1.620 W X cv 0 04 1.620 0 7.750 1.620 MO --I Ii S2 .095 1.620 ..25 r =Iyl"p,-Ith Me florid. O Cak, Z�- ,2 FRAME JAMB (4 TRACK) Atftftft� o CIP1.0"Dxk -TF 1.6..' 0 6' 6.' o Engn JAVAD AHMAD CML FLA.PE 70592 CAN. Browing no. FRAME 130TT M CORNER 2015 W10-31 4 TRACK SHOWN sheet 15.1 of16 F. JC 1 RO --o o ".O x� x � � t i z z \ m \ ALf 1 z co N w0 O �� revisions: _� S ((p,150 ALUtd St10>HG GLASS DOOR{L!!.L` AI.-FAROOQ CORPORATION c Bate: 05-20-10 C---_— t a in c n0 G e y escno ion ENGINEERS&PRODUCT DEVELOPMENT 3/8._ 1- ' H(Ot.1G.14 N0 ONUGE NS$NEEP SCG! WINDOWS & DOORS =35S.W_87AVE f 3 N GENERAL RMMN of `� 10100 N.W. 255TH STREET MIAMI,FLORIDA 33174 1 06.09.14 dr,by J 11.12.:4 1 NO CK.OE T16 SNEEI MIAMI, FL. 33172 TEL(305)264.9100 FAX(305)2626978 SL4. o enk�^ K 02.O3.15 NO C--"T"'G SNEEE TEL.(305)593-6590 FAX.(305)593-6592 COMP—ANL\W}O-37CGi 1' MIAMI•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOXIIC 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.) ww%v.miamidade.&ov/economy CGI Windows&Doors 10100 N*2514 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(AHD). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 130'V_ltlUM. APPROVAL DOCUMENT:Drawing No.W10A2,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.I.)",sheets 1, 1.1,2,3,4, 5 and 6 of 6, dated 01/30/10,with revision E dated 07/21/14, prepared by AI—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 Iabel with..the manufacturer's name or Iogo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the matgi-ials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, fol• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by tine manufacturer or its distributors and shall be available for inspection art the job site at the request of the Building Official. This NOA revises NOAH 11-1031.06 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. NOA No. 14-0731.05 MIAMI•DADE COUNTY �. / l<< Expiration Date: September22,2015 gYli4- Approval Date: October 16,2014 t Page 1. i CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 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 6 of 6, dated 01/30/10, with revision E, dated 07/21/14,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 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 wider NOA No.10-0510.13) C. CALCULATIONS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas©Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. Manue{,Pere z'',P.E. Product Control``ExWuer NOA No.10731.05 Expiration Date: September 22,2015 Approval Date: October 16,2014 E-1 i r CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED II F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"' Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10,issued by Hurricane Test Laboratory, LLC, dated March 30,2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) G. OTHERS 1. Notice of Acceptance No. 11-1031.06, issued to CGI Windows & Doors, for their Series 11130 Sentinel" Aluminum Fixed Window -- L.M.I. approved on 01/12/12 and expiring on 09/22/15. Mani eI erez,P.E. C_-" Product Coirtrol,ExaOiner NOA No.1'4-0731.05 Expiration Date: September 22,2015 Approval Date: October 16,2014 E-2 -9 49" 49 V c2 FIANCE YlIDTH SUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS �� I D.L. OPG. y D.L. OPG. o mw D.L.OPG, 6"MAX. 18"MAX. _ 7 g�� HEAD/SILL A A3 SHORTER Al Cg•4-A1: 78' CORNERS SIDES SpO °bq' .mw ANCHOR SPACING SHOWN HEREIN APPLICABLE g a S/OE r z TO FLANGE AND FLUSH FRAMES. 6 0 \ SEE.SHEET 1.1 FOR FIN FRAMES. O .oi U II II m 0 6 v - a 0>ro g u n n u 1a ° u u ®aaaN u n u u n OI II II II ___ II II CCIIN:o ...... .....L11IL_____11____ IL_____11____ 96" w IT II II BUCK HEIGHT D.L. OPG. Q a w f C tnn O �• o -----IL__'/_.11----- io= O - -._JL-_'/'--'II---"- O It u u o m 76. Ci n n ' 0 0 -ou It u o n u CL II II II 11 w -_ _I!____ _L______LL____ UW ___11___.___IL____ Z u) --Ir-----Tr--- o - Ir-----7r o Ir-- ---rl---- II II ON II II OVl II II II 11 II 3 n II 11 � II II � II II li II II o N � 11' 11 —' II II II II II II II - --II 11 II CI O II II J_-II I: 0 i n II \ W III 11 -----II U J II II / II II x I II II II II II m =N o V)In N N FALSE MUNTINS I J U M m (SURFACE APPLIED) 18 MAX. 6"MAX. 18"MAX 6"MAX. 17"MAX. z Z 3 J N OPTIONAL ,SHORTER HEAD/SILL SHORTER CORNERS STRAIGHT Zly n SIDES CORNERS SIDES SIDES 3 O n FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME o ' SW–.–WI—DTH�1IW- �Y/INDOW WIDTH, WINDOW WIDTH, WINDoI l I 1 WINDOW W WIDTFIJ WINDOW 1 WIDTI Ir , O SERIES 130 SENTINEL ALUMINUM FIXED WINDO{Y 0- - r-I DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PERCHARTS SHOWN ON SHEET 2. ,� a'APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 3 I I I I 1 I 3 °-OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI--ADE COUNTY - .. _ L- -J u APPROVED WINDOWS USING MIAMI–DADE COUNTY APPROVED MULLIONS w o IN BETWEEN. WINDOW WIDTH _ WINDOW WIDTH WINDOW WIDTH W.mOTH DAYLITE OPENINGS: LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I I D.L.O. HEIGHT = BUCK HEIGHT – 3.00" o z z WILL APPLY TO ENTIRE SYSTEM. i r— –1 F i D.L.O. WIDTH = BUCK WIDTH – 3.00" o II LAM. GLASS o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE / i �5n S s o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 3 3 I 3 3 I INSULATING LAM.GLASS oL m u o HURRICANE ZONE (HVHZ). a LARGE MISSILE IMPACT o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3 1 1 SMALL MISSILE IMPACT o q LOADS TO THE STRUCTURE. L J Eng':JAVAD AHMAD _ R ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS CML PRODUCTREVISED I EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ __ `_... fLA.PE 1 70592 as complying with it..Florida THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. C.AN.3538 Buildillgeode 0 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE :-•�', Amplmce No l4.O NOT PART OF THIS APPROVAL. (SHUTTERS ARE NOT REQUIRED. — IN imtion Datc r GfJt o `d A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ---'------' 'r By� 1 drawing MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN EE qCT;0� 2014 Mimi Ade Product 0'ontro�� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL'MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS / +� W10-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ✓ ✓ I.-� -- sheet 1 of 6 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATIONS of D.L.OPG. D.L. OPG. D.L. OPG. F o 6" MAX. _ 16'MAX. HEAD/SILL Z STRAIGHTo: CO MM; S,A a Y' CORNERS SIDES Pi S/fs0 SRpE.O O al g 0 II II it II �m W I II V p � LL II 0 II Il_ SZ u D OIL $ w =-iiIT= > u n 0 O a Q o u u n u u n n u II II II II II II W w�O N L_____.1L___ __ IL_____SI___- ___ I1____ 96" Q w � ___ _ _ ____,._rr____ n_____ m____ �I_�____R____ BUCK WIDTH C2 u n n u n a � / n �� a D.L.OPG. // II S / O IL_..___11_____ m Ir------r--- m Ir------rr---- ey �y., Y J II II Y J 11 II m Y J II II m - u u N CG 4i 6 m II I m It I I m I I II It =tIn/� ii ii S�OSpLF°+ LL____ Uyl ----------- I:—_—_—_— uIIlI uIIII uIIII nIIII _m nIIII IuI �2x R I II uit II/ u11 II 3 22 I D _1I'II 1IP_I J IL. C3= Xj pOlVJ VX B2 n " N =N o N I FALSE MUNTINS 6"MAIC �- MAX. i 0 3 M a (SURFACE APPLIED)- 16'MAX. 6"MAX. i6"MAX. Z 2L'O OPTIONAL _ STRAIGHT .HEAD/SILL STRAIGHT CORNERS' STRAIGHT tL N SIDES. CORNERS SIDES SIDES g L) N 0 FIN FRAMES rttt�, o ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE rOR FIN FRAMES o al o o 0 •N�n al N o cc<m o 0 ,I Engr.JAVAD AHMAD 1 AML PRODUCT REVISEDR ' FIA.PES/70592wmptyingwith the Florida 1 CA:N.`3sJe 811ildiag Cnde o a Acceptance No/4.0 i.0 k �-� L'iloli Dalc (� f Dy G drowing no. F � ' R4iamyt)We Product Con6o��. VOGIIl:®�3 2014 G ` W10-02 d sheet�.1 of 6 I� r L DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF r cOvFLANGE DIMS. BUCK DIMS. GIASS TYPES'C'&'Cl' GL1SS TYPES'D'&'DI' FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'CI'GIASS TYPES'D'&DIoWIDTH(W)LENGTH(L) WIDTH(W) LENGTH(L) EXT.(4) INT.(-) EXT.(+) INT.(-) WIDTH(1'I)LENGTH(L)WIDTH(Y!)LENGTH(L) EXT.(+) INT.(-) EXT,(+) INT.(-) m24" 23" 80.0 80.0 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0Qom'30" 29" 80.0 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0800LN a114" 113" -- •ii 36" 35" 80.0 80.0 80.0 80.0 36" 35' 73.0 73.0 80.0 80.0 ;��; �i42' J8• 41 35" 80.0 80.0 80.0 80.0 41' 40" 61.4 61.480.080.0M �48" 47" 80.0 80.0 80,0 80.0 24' 2J' 80.0 80.0 80.0 60.0x54' S3" 80.0 80.0 80.0 80.0 30' 120" 29" 119' 80.0 80.0 80.0 80.0_ LL60" 59' 80.0 80.0 80.0 80.0 36' 35' 72.4 72,4 80.0 80.0 V61" 60' 80.0 80.0 80.0 80.0 39" JB' 65.9 85.9 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 30" 29' 80.0 _ 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. N36" 35" 80.0 80.0 60.0 80.0 36" 121" 35" 120" 72.3 72.380.0 80.0 o42" 48" 41' 47" 70.2 70.2 80.0 80.0 39" 38" 65.8 65.6 80.0 80.0 j48" 47' 61.3 61.3 Box 80.0 f54" 53' 61.3 61.3 80.0 80.0 TMp• BUCK DIMS X"TYp• _� 60" 59" 61.3 61.3 80.0 80.0 61" 60' 61.3 61.3 80.0 80.0 DESIGN LOAD CAPACITY -PSF v A 24" 23' 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'CI'cuss TYPES'D'&'DI' FLANGE FRAME 30" 29' 80.0 80.0 80.0 80.0 WIDTH(W) LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) I IM.(-) EXT.(+) INT.(-) 36" 35' 80.0 80.0 _80.0 80.0 19-1/e' 18-1/8' 80.0 80.0 80.0 80.0 P- FLANGE DIMS- 42" IMS 42" 60" 41' 59" 70.2 70.2 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 z 48" 47" 61.3 61.3 80.0 1 80.0 37" 36" 80.0 80.0 80.0 80.0 BUCK DIMS 54' 53" 54.3 54.3 72.5 72.5 48" 26" 47" 25" 80.0 80.0 80.0 80.0 i O w 60" 59" 48.8 48.8 65.1 65.1 53-1/8" 52-1/8" 80.0 80.0 80.0 80.0 LL 61' 1 1 60" 48.8 48.8 65.1 65.1 61" 1 60" 80.0 80.0 80.0 80.0 qyj 24" 23" 80.0 80.0 80.0 80.0 19-1/e' 18-1/8" r::77 80.0 80.0 80.0 o :E:'0-- 14 o, EQUAL LEG FRAME to' 30" 29" 80.0 80.0 80.0 60.0 26-1/2" 25-1/2" 80.0 80.0 80.0 3 cI r.t 36" 35" 80.0 _ 80.0 80.0 80.0 37' 36' 80.p 80.0 80.0 -' M 38-3/8" 37-3/8" - z ❑3 Li N 42" 72" 41' 71• 70.2 70.2 80.0 80.0 48' 47' 77.I 80.0 80.0 BUCK DIMS Z C)t48" 47" 61.3 61.3 80.0 80.0 s3-1/8" 52-1/8" 77.1 80.0 80.0 O54" 53" 54.3 54.3 72.5 72.5 61' 60" 77.1 80.0 80.0 i3 O-- _ (D p J 60" 1 1 59" 48.8 48.8 65.1 65.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 r L) 5 61" 60' 48.0 48.0 64.0 64.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 O 24" 23' 80.0 80.0 80.0 80.0 37" 36' 80.0 80.0 80.0 BOX FIN FRAME JO' 2.9" 80.0 80.0 80.0 80.0 ae' 50-5/8' 47' 61.3 61.3 80.0 80.0 49-5/8' BUCK DIMS 36' 35" 78.2 78.2 80.0 80.0 5J-1/8' 52-1/8' 58.0 58.0 77.4 77,4 r 42" 84" 41' 83• 70.0 70.0 80.0 80.0 61" 60" 58.0 58.0 77.4 77.4 ^ W 5 S 48" 47" 61.3 61.3 80.0 80.0 75-1/4" 74-1/4" s8.0 58.0 77.4 77.4 54" 53' 1 54.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 50.0 76.5 76.5 FLANGE ADAPTOR FRAME 56" 1 55" 1 52.4 52.4 69.8 69.8 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 m _ z S 24' 23' 80.0 80.0 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 FLANGE DIMS 30" 29' 80.0 80.0 80.0 80.0 37" 36" _ 80.0 80.0 80.0 80.0 36' 97" 35" 96" 75.6 75.6 80.0 80.0 48- 63" 47' 62 61.3 61.3 80.0 80.0 c o 42" 41" 65.2 65.2 80.0 80.0 53-1/8" 52-1/8" 55.3 55.3 73.7 73.7NOTE: ^A M 6 f N o�.; 48" 47" 60.6 60.6 80.0 80.0 61" 60' 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE o 0 0 0 5 49" 48" 59.6 59.6 80.0 80.0 75-1/4" 74-1/4' 46.5 46.5 61.9 81.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) v <<m o W 24" 23' 80.0 80.0 60.0 Bo.O 19-1/1" 18-1/8" 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION 30" 29' 80.0 80.0 e0.0 80.0 _ 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 DECLARATORY STATEMFNT DCA05-DEC-219 0 En JAVAD AHAIAD 1 36' 102" 35' 101" 74.G 74.6 80.0 80.0 37' 3fi' 78.9 78.9 B0.0 M 9� I'RODUCI'ILEVISED76' 75' C cmnPlying With the Plrnide42' 41" 65.7 65.7 80.0 80.0 48' 47' 61.3 51.3 80.0 FIA.PE 70592 buildingCodC.A11.JSJB Q.a 46" 45' 59.3 59.3 80.0 80.0 53-1/8' 52-1/8" 55.3 55.3 73.7 Acceplwtce Na o24" 23' BO.o 80.0 80.0 80.0 61" 60' 48.0 48.0 64.0 0 o 30' 29' 80.0 80.0 80.0 80.0 ;A Dy G ��• � n, 36' 108" 35 107' 73.8 73.8 80.0 80.0 I Mian Dude ProdeN Contrgl.. drovnng no., 42" 41' 62.4 62.4 80.0 gp,p APICHOR SPACING TO BE AS PER SHEETS I 11.1 r I 4a" 43" 59.1 59.1 80.0 80.0 (_.•��( 201d '� W10-02 sheet 2 O(6 Ug 3/16-'ANN.CLASS 3/16."HEAT STREN'D GLASS o ,075"'Sallex CP-Sallex oad Sallex HP .075" 'Soflex CP-Soflex and Saflex HP O Composites Class Interlayers With PET Core' Composites'Gloss Inlerloyers With PET Core' h j by.'Eastmon Chemical Co.' by 'Eastman.Chemical Co.' ^t Or Or n .090".'Saflex Clear and Color Glass Inelrlayers' .090" 'Sallex Clear and Color Class Inelrlayers d by'Eastman Chemical Co.' by'Eastman.Chemical Co.' N o Or Or a w m 090"'DuPont SentryGlas Interlayer' 090"'DuPont SentryGlas Interloyer' O by E.I. DuPont DeNemours&Co. by E.I. DuPont DeNemours&Co. V� L77/ LL 3/16''HEAT STREN'D C1A55 3/16'HEAT STREWO GLASS O w L4 0 SILICONE SILICONE fL CE 1200 �++ GE 1200 QQ m DOl4 CORNING 899 m DOW CORNING 899 yJ III DOY!CORNING 995 N I II DOZY CORNING 995 p U 1 h E3 I I I I n E3 I I I I Q W eee'111 E I I I I 5 a a 0 0 pW. 115 AT 1/4'POINTS ON LITES F M5 AT 1/4 POINTS ON LITE.S y, WIDER THAN 36" y WIDER THAN 36" o W Is O N GLASS TYPF. 'C' GLASS TYPE 'D' q 0 7%16"OVERALL,WA.GLASS 7/16"OVERALL LAM.GLASSr"t O W (L.M.I. & S.M.I.) o ad=N 3/16"ANN.C1A55 3/16"HEAT STREN'D GLASS c (A to N N .075"'Saftex CP-Saftex and Soflex HP .075"'Soflex CP-Soflex and Soflex HP O Camposiles-Glass Interlayers With PET Care' .Composites•Glass Interlayers With PET Core z 0 3 a. 3/8"'AIR.SPACE by.'Eastman Chemical Co.' 3/Q"AIR SPACE by'Eastman Chemicol Co.' � Z Z tJi�- Or Or N 3 0 - .090" \Sgflax Clear and.Calor Gloss Inetrloyem' .090''Sallex Clear and Color Class Inetrloyers' O M 3/16" HEAT'STREN'D GLASS by 'Eastman Chemical Co.' by 'Eastman Chemical Co.' W CD p< J Or 3/16"HEAT STREWO GLASS Or .090" 'DuPont SentryGlas Interlayer' 090"'DuPont SentryGlas Interlayer' 0 by E;I. DuPont DeNemours.& Co. by E.I.,OuPanl DeNemours&Co. SILICONE 3/16"HEAT STREWO GLASS 3/16'HEAT STREWO CLASS p GE I i m C LDOW CO CORNING 899 OW CORNING 995 s 4 W SILICONE SILICONE F I I u o w GE 1200 r GE 1200 < m %t ' 10 S m DOY!CORNING 899 iu DOW CORNING 899 n W II II II 0 I II DOW CORNING 995 f III DOW CORNING 995 -m o r I J I I M4 � Ml II II II \V ul 1, II II 15ijI I a q II II II rn II II I I ��a o i� II 1'II 11 11 II E4 I'.-1' I Eq I'�—,I :I SILICONE .. I='... I I 15:iif I CE 1200 C o DOW CORNING 899 a x DOW CORNING 995 e° c 0 0 o o Sa< �I o X MS AT 1/4 PONTS ALL SIZES K M5 AT 1/4.POINTS ALL SIZES OPTIONAL GLAZING DETAIL 0 GLASS TYPES 'CI' & 'DI' _ W S1.A85 TYPE 'CI' W ' ' GLASS TYPF. 'DI' o r Engr.J,\CMLu11MD PRODUCT'REVISCo V OVERALL INSUL.LAAI.GLASS 1"OVERALL INSDL.LAM.GLASS ac cowplyinp with the Rloddo (L.M.I. ONLY) FLA,-.PE 111 7Ds92 Iluildfo QAIN. 1538 8 Cod. Acceptanm Na G-D o .�.1 I'.xpi"i.Dale IATS, sib ProAuN'Conl{ol' drawing no. (S.M.L) !• / / IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING {�2OI4 W'10-02 r EXTERIOR PLY OF GLASS.TYPES 'Cl' & 'D1' MUST BE TEMPERED. `� t�•,• sheet 3 0( 6 TYPICAL INSTALLATION DETAILS TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. ��o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. �Y INTO METAL STRUCTURE = 3/4" MIN. INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 0 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS d m " FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4"MAX. FLANG IY° SEE ELLV. SHIMS h' t r 28Y WOOD BUCK FOR SPACING C)G W �I �I OR TYPICAL ANCHORS STRUCTURE QMETAL ' cl E3 t WOOD STftUCSUftE SPACING M2 0 O 0 y g Q M2 SEE EtEY. TYPICAL ANCHORS h G FOR �D "•ax' SEE SLAV. S2 EOR SPACING Q wN LL G IL 2ND L': EI ---- - I � •aQ w.ry•f 52 MIN., PTYPICAL AtICHORS M2 y SEE ELEV.` E3 " 1BY FOR SPACING it li 3 M WOOD BUCK E1 z v 3 � m q� o� 6 1/4'MAX. g SHIMS EQUAL LEG -. EQUAL LEG ��UAL LEG E9UAL LFG E2 �' Q o V)'o 213Y WOOD BUCK M2 METAL 3:N N7 OR STRUCTURE a 0 I7 n Al WOOD STRUCTURE C1 vm TYPICAL ANCHORS w z z w t I M2 - _ SEE ELEV. FOR SPACING N p g n 4 \ o E2n T ' _ tYPICAL ANCHORS A13 SEE ELEY.FOR SPACING 'd E3'.•' v TYPK:At AWCHORSI SEE ELEV.' ANCHORS 18Y FOR SPACING V. WOOD BUCK CING y Q o•�- r rt WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. m o o g S o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV.FOR SPACING #14 MS OR F DRILLING, SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. I/4" DfA. TAPCON BY 'ITW' (F—t20 KSI, FY-92 KSQ INTO METAL STRUCTURES 1/4" DIA U1 RACON_ BY ' (Cp (F-177 KSI,Fy=tas KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) E"qr JAVAD AHMAD o ' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8" TFiK. MIN. (6063-TS MIN.) CNE PRODUCTREVISED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FAIRE 1 70992 mcomplyinswith thoFlmidu D 1-1/2' MIN. PENETRATION INTO WOOD CAN. 538 Buildi ii Cada o n Acccpinnea Noij- " a THRU 1 BY BUCKS INTO CONIC. OR MASONRY .#14 SM$,OR SEF DRILLING SCREW (GRADE 2 CRS) I'iepimlion Data 1-1/4" MIN. EMBED INTO CONC, OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS MIN. THK. _ .090" 1• e3�'7 t —) ( ) +. YY�C..(r�S .-....� drawing no. ; A1inm')ade Produce Contra DIRECTLY INTO CONIC. OR MASONRY (NO SHIM SPACE) „ ,jt4,,; �-' �O_02 1-1/4” MIN. EMBED INTO CONC. OR MASONRY �� ;A T'�p�G2014 �A j r_,� sheet 4 0[ TYPICAL INSTALLATION.DETAILS � V U THESE DETAILS ARE 'TYPICAL ON ALI, FOUR SIDES OF WINDOW o f •INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATIONOETAILS INTO METAL a. WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRICTURES OR INTO APPROVED MULLIONS 4.d 6 U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0TYPICAL ° B3 E3 II�III�I I1i1�I MS22 i .A3 c CNHORS 1a/4v"MAX. AX. ° SEE ELEV. 00.2 QhVI SHIMSaFOR SPACING WOOD BUCK OR METAL TYPICAL ANCHORS STRUCTURE WWOOD STRUCTURE EE ELEV ' 12 cc O FOR ACING TYPICAL ANCHORS Q WOi M2 SEE ELEV. OR SPACING opoNLLyf E2 I E6 C3 _.v'.. _ I 52 MIN.. I s N I 11 II av �'•P i. TYPICAL AhrCHORS li li M2 .r ,r vsi o . „. 1 SEE ELEV. 1gy FOR SPACING F-. n WOOD BUCK E6 E2 E3 OL ° x O w 2 3/8"MIN. - 1/4"MAX. BUCK HEIGHT �1/4'MAX. N GAP � IGAP � -1d~N o WOOD STRUCTURE * 1/2'MIN' 1/2'MIN. NOT BY CCI O M n �-- qE2 2 3/I I FIN FRAME Mz BAULNN 3 0 .CAULKING TYPICAL ANCHORS: SEE ELEV.FOR SPACING He SMS (GRADE 2 CRS) 'INTO 2BY WOOD BUCKS OR WOOD STRUCTURES k _ _WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD EI1 S ui ji A 6UCK DEPTH SHALT. HE 2%". � c oTHE'USE OF DEEPER OR 2MC. PERMITTED.BEVELED OODBUCKS IS HOUSE CGI : EXTERIOR a o 11 A o o a BUCK WIDTH BUCK WIDTH .. r-- - 3 MIAMI-OADE.COUNTY I I MWA--DADE COUNTY APPROVED I I °°, °'I`r m APPROVED MULLION I� MULLION&MULLION ANCHORS �I '> a o I 'I & MULLION ANCHORS 1'I SEE'SEPARATE NOA I I m <m u o w .'SEE SEPARATE NOA li IIS _I I_ li ii o - I IL--------� ----------nj Engr.JAVAD AHMAD PRODUCTREVISED - 1 ..... _ __-_--_ CML os complying with the Florida 9I FTA PE/70592 Building Code 3538 Ac"ptalico TYPICAL ANCHORS Noj "�+.p//!plff5 • �i j I' �,_.; Espimliat Date _•_"1.S�20iJr o. .n � i ;' DY / O SEE ELEV. ' 1 p7iwni ndc ProdudC nuy4- drawing no. FOR SPACING i; / 2C !061014 W10-02 /J14 X I"SMS. isheet 5 01 6 ITEM i PART'# QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/RRMARKS .068 El, -CGI-118 4/WOW.' FLANGE FRAME 6063-76 --E2— 1-119 41 Y1pW. 'F-LU—SH—FRAME/FIN—FRAME f 5— Cd-i21 -, .812 4/WOW: GLAZING-BEAD(LAM.CLASS) 6063-T6 —1 ..E4. -CGI-123 4/'WOW. GLAZING BEAD(LAM. INSUL.GLASS) 8063-T6 0. - 95 E-7 CGI-I 10 4/WOW, �A IL FIN—ADAPTOR 6063-T6 E6 1-109 4/%YDW. FRONT FLANGE ADAPTOR 6063-T6 0 Ml CG?-382V AS REGO. I GLAZING BULB VINYL PVC, OUROMETER 75-80 1%ORE A 0 9 u 1.335 K42 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - 0 t -613 CGI-112 AS REGO. FLUSH FRAME COVER PVC - FLANGE FRAME M4 OPTIONAL: GLAZING ANGLE(I X 112 X 1/8*) 6063-T5 - 0 M5 = 27 LRE SETTING BLOCKS EPDM DUROMETER 8515 SHORE A 0 0 N . —2.505----.0681 - -- ST/ST 7---- '0 S2 1110 X 1-114- 2/-CORNER ASSEMBLY SCREW PHL.PH SMS UL T 4i lhd .812 --PP .495 T- i z 1 1 0 u 9115 NP. C= —1.335 FLUSH FRAME/FIN FRAME .67b z .995 50 75 13 WELDED JOINT ELDEO JOINT TED AT ENDS —1.1841 GLAZING BEAD (LAM. GLASS) 0 z 0 Ij Z zf2 20 ?-, I[--I , -f— 0 LO"., 5�-, 9919 125 17 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) CIRCULAR.WINDOWS 0 --1.130- 065 1,450RECT. OR SQUARE WINDOWS a � jaO 1.550 680 .550 TYP. CORNER UXTAI .050, 1-i-ES U--L- NAIL FIN ADAPTER E6. FLANGE ADAPTOR E.9,JAVAO AHMAD A0I3UC'I'RL'VISCD CML ." PE 1�.592 &Rj 35 11-ildillgCod. Fl-395 1--r.180 C. "'T dcowing 0no. G,f 10 6 2014 " L0- 21 FLUSH FRAME COVER 0- SCREW COVER j? wl M IAM I•DADE NIIA\-II-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT Or 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.eov/economy CGI Windows &Doors 10100 NW 25th Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or Suspend the use of such product or tnaterial'within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable: building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series ",Sentinel 120" Alum in ti fi=TL.M,I. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.1./S.M.I.)", sheets 1 through 11 of 11, (fated-03/29/10, with the revision C dated 09/09/14, prepared by Al-Fai•ooq Corporation, signed and sealed by Javad Alunad, P.E., bearing the Ivliatni—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade i County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Innpact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted.here ln. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after tine expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause:for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 11-1031.04 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. t /./ . NOA No. 14-0915.07 MIAMI- COUNTY yf: �' Expiration Date: September 22,2020 ltr �ll' Approval Datc: February OS,2015 I Page I A CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. NT5fitifacturer's die drawings and sections. . 2. Drawing No W10-18,titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (LJ\4.I./S.M1)",sheets I through 11 of 11, dated 03/29/10, with revision C 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 FBGJAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203794 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 horizontal sliding window,prepared by Hurricane Test Laboratory,LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted render NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5"' Ed'ition (2014), dated 09/05/1.4,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTNI E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. NIATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company SIA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color olor Glass Interlayers" dated 0619/14,expiring on 05/21/16. IF MantielNTt P.E. Product Contrbi Exa illdr NOA No%.,44 915.07 Expiration Date: September 22,2020 Approval Date: February 05,2015 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of con onnance, complying with 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 Report No. RTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated June 4, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted guider NOA No.10-0510.12) 3. Proposal No. 09=0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitter)under NOA No.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 1..Jorizontal Sliding Window - L.N1.1. approved on 01/12/12 and expiring on 09/22/15. 1YIanuel�j64t,P.C. Product Control E9111incr NOA No. I�( 0915.07 Expiration nate: September 22,2020 Approval Date: February 05,2015 E-2 TYPICAL ELEVATION 111' Ito" _ _-_ �V u FLANGE WIDTH BUCK WIDTH on 6' 26 5/8' 5 1/2' 26 5/8" MAX. 10"MAX. MAX. LW(. 10" MAX. MAX. in HEAD/SILL MTG. STILES HEAD/SILL HEAD/SILL MTG. STILES MEAD/SILL mw Z 7 5 0 T J z _ W �d rc 5 5 " o I -7� 5'F� \ -- - u I t 1 I I 20 0 0 -....- O W M U 08 r II _ Et O U 6 II 6 7 - u 6 - II V Q d y _ _ 1' 010.2 o _ \W I l I( / , W W \ O In m It n A- b Z VmI W N 0 �•1;', II Y h N J '�J/ 11 <�f� W o It LL Z el_o > __JL_____ m� aIT 6�2 R L 5 5 II 7 II � N b t FALSE MUNTINS FALSE MUNTINS (SUin RFACE APPLIED) 32 7/8" 32 7/B' ADDL.ANCHORS (SURFACE APPLIED)—/ 32 7/8" 32 7/8' t/DGL�NTFR ANCHORS o OPTIONAL D.L.OPG. O.L. OPG. AT CENTER OF LITES&MTG.STILES OPTIONAL D.l. OPG. O.L. OPG. OF LnES & MTG. STILES `; 0) n AT HEAD/SILL AT HEAD/SILL O w 36 3/e" SEE NOTE(•)ON SHEET 2 36 3/0" SEE NOTE(•j ON SHEET 2 p C VENT WIDTH VENT WIDTH LO FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME 3 u') N N 2 O .n 11U" Z Z N BUCK WIDTH ?i O _ _O 5 1/2" 13 5/16' MAX. MAX. I� MAX. N GS (5 R'I IIEAD/SILL G. STILES I 5' MAX. MEAD/SILL > m l°,y MTC. —� MTB �'o SERIES SENTINEL 120 U ALUMINUMIALUMINUMHORIZONTAL SLIDING IYINDOlY STILES DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PROnUCI*REVISHO N u CHARTS SHOWN ON SHEET 3. oe amnplyin0 wgh tiro Ftorido n " -----------__-... _ - Builth„geode f/r-fSTrS.G� G r fse u AI...Nu o E2 it F II F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 71�T' ?p o 0 8 II 6 n 6 ES tifoliun Date. r OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY 1-� P y"' ---- --- �� APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS By-' ' -`"-c�'�' _ �r I� // Miwdli Dadc Product 0OIRT01 "} `� a it •/ IN BETWEEN. / - W cl z �x n o � ,� ^ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1O x m m ' II < WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS INSULATING LAM. GLASS ° o� •-�' ----"II -----„ - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE $ $ II „ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT v o m u ez HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT ` T WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER - LOADS TO THE STRUCTURE. •I —�. Engr JAVAD AHMAD 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 1 70592 C.A. N.3538 u n FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED) J2 7/8' 32 7/8” NOT PART OF THIS APPROVAL. 4.1 R o 5 OPTIONAL D.L. OPG. D.L. OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -� 36 3/8" drawing no. VENr COME MATERIALS INTO I CONTACT WITH OTHERDISSIMILARSTEEL/METAL SHALL WMEET THE �� 7 2 y W10-18 FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of _11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF U n (XO OR OX SIZES) (XOx SIZES) (XOx SIZES) o FLANGE DIMS. BUCK DIALS. CUSS TYPES'AWAI'l CUSS TYPES'8'h'81' FLANGE DINTS. DUCK DIMS. CLASS TYPES'A'A'AI' CLASS TYPES'1'A111' FLANGE DIMS. DUCK DIMS. CUSS TYPf3'A'&'Al' CUSS TYPES'1'1181' WIDTH HEIGHT WIDTH HEICHI EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(..) EXT.(4) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) Z m J 2.6-1/2" 25-1/2" 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 37' 36" 65.0 65.0 80.0 90.0 106-1/4" 26" 105-1/4" 25- 65.0 65.0 80.0 90.0 106-1/4" 26- 105-1/4" 25" 65.0 65.0 80.0 90.0 F' n 53-1/8" 26 52-1/8" 25" 65.0 65.0 80.0 90.0 111- 110" 65.0 65.0 80.0 90.0 III" I10" 65.0 65.0 80.0 90.0 IL ¢.O4 74" 73' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 9D.0 74" 73' 65.0 65.0 80.0 90.0 26-1/2" 25--1/2' 65.0 65.0 80.0 _ 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/B" 65.0 65.0 80.0 90.0 106-1/4" 38-3/B" 105-1/4" }7-3/8" 65.0 65.0 80.0 90.0 37' 36' 65.0 65.0 80,0 90.0 111" 110" 65.0 IS 80.0 90.0 111" ITO' 65.0 65.0 80.0 90.0 C u p 53-1/8" 38-3/8" 52-1/8" 37-3/8" 65.0 65.0 80.0 90.0 74" 73^ 65.0 65.0 80.0 90.0 74' 50-5/8" 73• 49-5/8" 65.0 65.0 80.0 90.0 V p rra-1I i 74' 7.3' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8' 105-1/4" 49-5/8' 65.0 65.0 80.0 90.0 74" 63" 73" 62" 65.0 65.0 80.0 90.0 Q'G 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 60.0 90.0 U.3 0 H 37- 36' 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 130.0 90.0 Q; O O I 50-5/8' 49-5/B' W 3 LL 53-1/8' 52-1/13' 65.0 65.0 80.0 90.0 106-I/4' 63' 105-1/4- 62" 61.6 61.6 78.2 78.2 LL in--0 74' 73" 65.0 65.0 80.0 90.0 111" 110" 60.0 60.0 76.4 76.4 in 76-1/2" 25-1/2" 65.0 65.0 80.0 90.0 106-1/4' 63" 105-1/4' 62- - - 80.0 w 37- 63' 36' 62- 65.0 65.0 80.0 90.0 111" I10- - - 80.0 90.0'X 0 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 74' 73 60.2 G0.2 74.J 74.3 m 74" 63" 73' 62' 3 j *ADDL.ANCHORS REQUIRED AT CENTER OF LITES AND MTG. STILE ENDS. K h rr __ ..._ O W ep[ C3 tr (1/2W1 (I/2W1 (1/3W (1/3Y/) (1/314) t (I/4Y/) (I/2W) W in Q 3Q G N M czl03 ZZ-N OPERATING VENTS TO BE 1/2 OF THE WINUOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH d 3 0 'XO OR OX' o a J 'XOX' 'XOX' 0 GWL y!'TYP. PUCK DIlAS 1S-TYP. BUCK DIMS BUCK OIIAS a r 1 r- - --1 0 Wo I'ItOU plyi g,01.,L'U j m aP complying rrilh dw Flotidn V Building Cad Acrcpla Icr Nn h-J�`/�✓�_•G��n" FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME BXpitotionDaW�e�7T ?C%LLG J FLANGE DIMS _I I FIANCE OIIAS _ By Minns Dadc Prndnc[Cbmrol--j FLANGE & FLANGE ADAPTOR FRAME E5 E21 EQUAL LEG FRAMEF.n9t T JAVAD AH)-(AD CIVI FLA.PE 11 70592 I STD. MTG. RAIL: H.D. MTG, RAIL: H.353e u 9 E G LIMIT MAX. LOAD TO 165.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: o 6 -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM BUILDING 09 I SEC. GUSTS) i drawinW10 no. AND FLORIDA BUILDING COMMISSION � Z 015 W�Q-1 8 DECLARATORY STATEMENT DCA05-DEC--219 sheet 2 0l 11 �i s DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DESIGN WAD CAPACITY - PSF �V v (XO OR OX sizes) (XDX SIZES) (XOX SIzeS) a BUCK DIMS. CLASS TYPES'A'k'AI' CIASS TYPN'B'k'BI' BACK DIMS. CLASS TYPES Wk'AI'l GIASS TYPES'B'k'81' BUCK DIMS. CLASS TYPES'A'k'AI' CLASS TYPES'B'k'B1' WIDTH HEIGHT EM.(+) INT.(-) EM.(+) IM.(-) WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INi.(-) EM.(+) IM.(-) Z P J 25-I/2' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 7J' 65.0 65.0 80.0 80.0 w 'a J6' 25" 65.0 65.0 80.0 80.0 105-1/4' 25" 65.0 65.0 80.0 80.0 105-1/4' 25" 65.0 65.0 80.0 80.0 52-1/8" 65.0 65.0 80.0 80.0 110- 65.0 65.0 80.0 60.0 110" 65.0 65.0 80.0 8IL F 0 0.0 ¢ O U 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 G 25-1/2' 65.0 65.0 80.0 80.0 105-1/4" 37-3/8' 65.0 65.0 Bo.0 80.0_ 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 O 36' 37-3/8" 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 C U d 52-1/8' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' {9-5/A" 65.0 65.0 80.0 80.0 V 0 73' 65.0 65.0 80.0 _80.0 105-1/4' 49-5/8- 65.0 65.0 80.0 80.0 73' 62' 65.0 65.0 80.0 80.0 25-1/2' 65.0 65.0 80.0 80.0_ 110- 65.0 65.0 80.0 80.0 O"Ln O JB' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 Q 3 {9-5/8' 52-1/8' 65.0 65.0 80.0 80.0 105-1/4" 62" 61.6 61.0 80.0 80.0 73' 55.0 65.0 80.0 80.0 110- 60.0 60.0 80.0 80.0 J elf 25-1/2' 65.0 65.0 80.0 80.0 Q W fry9 35" 62" 65.0 65.0 80.0 -80.0-- 52 / 0.052-I/8 65.0 65.0 80.0 80.0 73' 1 60.2 60.2 80.0 80.0 a J I n N O (1/2w) (1/2w) (1/3w) (1/3l'!) (1/3w) (1/01) (1/2V/) (1/4w) i O -CG) % �!o� d � TN o V) NM � OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH p n m Z�LL� XO OR OX' 'XOX' I XOX' l n0 k O BUCK DIMS CCI., c2 S� r FIN FRAME moo a m I{o oa=S PROUIICi.NI Vi I`lO cm n, nplyinB a•ilh0hrc florido u a< TI'l d118Codo 19-GR15.G1 FIN FRAME ES AccrpCu¢c Na a E21 E�pirniton lY,hle-j' 2[GQfi - "i Eng':JAVAD AHMAD q •A DY;r•I . Mlanp�I'mmicl cmlot FIA.PCEMI 70592 0 STD. MTG. RAIL: H.D. MTG. RAIL' �, CA.N.3538 LIMIT MAX. LOAD TO ±65.0 PSF D LIMIT MAX. LOAD TO ±80.0 PSF NOTE: 8 E4 GLASS CAPACITIES ON THIS SHEET ARE �= U QQE4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no.1 ANDFLORIDA BUILDING COMMISSION 42.015W10-18 YYYYIIIIII���Illlllll DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 11 U 1/8"ANN. GLASS 1/8'HEAT STREWD GLASS M�" rYi 0 .075' Interlayer .075"Interloyer —S-flex CP With PET Core Sollex CP With PET Core Z i By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1F- .090, Interloyer .090"Interlayer f"W Sarlex Clear And Color GlassSaflex Clear And Color Glass f1 6 By 'Eastman Chemical Co.' Oy 'EastOman Chemical Co.' O OJ n 0 I .090" Interlayer .090"Inlerloyar d DuPont SenlryGlos DuPont SenlryClas By'E.I. DuPont De Nemours & CO.. Inc.' By 'E.I. DuPont De Nemours&Co., Inc.' Q V r-1/8"AN. GLASS —1/8'HEAT STREN'D GLASS O, SILICONE SILICONE a Q C z AWVADER GE 1200 ro GE 1200 pj � DOW CORNING 899 E N DOW CORNING 899 DOW CORNING 995 xlI DOW CORNING 995 Q ul c 0W E8 POINTS ON LITES AT I/4 POINTS ON LITESHAN 36' W 07 WIDER THAN 36" i h to GLASS TYPE 'AGLASS TYPF. 'H' K o 5/16"NOMINAL LAM.GLASS 5/18"NOMINAL IAM. GLASS a Q w c ielLn 1/8"ANN.GLASS 1/8"NEAT STREN'D CLASS n .075"Interlayer 075"Interlayer O N M h Soflex CP With PET Core Soflex CP With PET Coro 0 3 N By 'Eastman Chemical Co.' By'Eastman Chemical Co.' Z Z N 1/4"AIR SPACE 090"Interlayer SPACE 7 4"AIR 090"Inlarlayor oo_ Saftex Clear And Color Glass / Soflex Clear And Color Glass By'Eastman Chemical Co.' By 'Eastman Chemical Co.' U O 1/8"ANN. GLASS 090"Interlayer 1/8"HEAT STREN'D CLASS 090"Interloyer M 110 DuPont SenlryClas DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I.DuPont De Nemours& Co.. Inc.' 1/8'ANN. GLASS 1/8"HEAT STREN'D GLASS W W C SILICONE k' SILICONE c €G m GE 1200 inGE 1200 o Ny DOW CORNING 899 rn DOWCORNING 899 W W3 o ] IJ1 DOW CORNING 995 MI DOW CORNING 995 m a o a a a H-. 0 0 4oS'8 W E9 W E9y a i c m W M7 AT 1/4 POINTS ALL SIZES 1J7 AT 1/4 POINTS ALL SIZES —� AIR SPA F ONCICT'IN• OP: j GLASS TYPE 'Ai' GLASS TYPE 'Bl' Cngr:JAVAO MiMAO ' 0.70'OVERALL INSUL. IAM.GLASS 0.70"OVERALL INSUL.LAM. GLASS SPACERCIVIL PRODUCT REVISED R' METAL SPACER AROUND FLA PE/70592 as camPlyinB w•ilh lite Florida THE PERIMETER OF THE GLASS. CAN:3538 Building Co da ' a Acccpinnca Nn/4"0 07 e e �• u NOTE: E 20xpirari"o�n Dma�. 0 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING p. 3i=r drawing no. EXTERIOR PLY OF GLASS TYPES 'At' & 'B1' MUST BF. TEMPERED. AfimnPDade Produel CaillTul IA 2 01 - W10-18 sheet 4 of t l l� TTYPEICEALLANCHORS METAL FLANGE & FLANGE ADAPTOR FRAME �ttiV o IBY FOR SPACING STRUCTURE WOOD BUCK i TYPICAL ANCHORS .Qa SEE ELEV. v — Z m •d ' •4 EDGE DIST: < FOR SPACING o r'-----------------nl e•. r________ 0 � 'I MIAMI-DAOE COUNTY APPROVED I' � EDGE DIST. :c N p j I MULUON K MULLION ANCHORS 1 I W I •, _ 3 �^ 1 0 i I SEE SEPAMTE NOA i I Q f N IST. ur 'i EDGE DIST. ' d W Mx U __ _______ A21 _ _ _____ 1 It 01,0:,w 1O wIn £7 O a Q O °S� TYPICAL ANCHORS 7�0 �$ ' • TYPICAL ANCHORS SEE ELLV. C O N Al SEE ELEV. FOR SPACING Q w 3 io FOR SPACING LL Z(a=o ' 2 3/��"M'N•_ WOOD SUCKS AND METAL STRUCTURE NOT BY CCI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _> 1 '• AND TRANSFER THEM TO THE BUILDING STRUCTURE. m TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/8"MIN. ; r. 1/4" DIA TAPCON BY 'ITW' (Fu-120 KSI.Fy=92 KSI) g' O ` ,]_/4" DLA AC ULTRON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) ow INTO 284 WOOD BUCKS OR \4000 STRUCTURES d p 0 0 �� - \ _____ 1-1/2" MIN. PENETRATION INTO WOOD t`o J THRU 1 BY BUCKS INTO CONC. OR MASONRY v YMEN USED 1HE MIN.WOOD BULK 3 N to 1 s DEPTH SHALL BE 235".THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p to DF.EP£R OR OEVELED WOOOBUCKS IS 3 n g O m I __EPER rnacCP Y 1NYn (rnNC, OR uAcnNay �%i o LL 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W _o 4114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) C7 0 0; U 2 W W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090") 0 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) � ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c i.n t 0p E7 I,. I TYPICAL EDGE DISTANCE 2 18 e Al - AI 1NTO CONCRETE AND MASONRY = 2-1/2" MIN, ua INTO WOOD STRUCTURE = 1" MIN. v M9 INTO METAL STRUCTURE = 3/4" MIN. t I9 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o 0 0 CONCRETE AT HEAD, SILL OR JAMBS 1`c - 3000 PSI MIN. 2 o?I 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ' O I En ' •r qr Jq VAO A111.IAD !'ItODUC'F fLL•\IISODCIVI 7 , i • 4 -- — FIA.PE IL 70592 M1 cmnldyiug wi1I1111C FluridA n "Cy15.G �� as CAN.1558 Building Cndc /, 1 s: ncupmnccNo/" 7 s EDGE 15x.� '. :; '� '.e ..•a Brf/� /14LE(�a�L: � '�i' drawin no. 7 TYPICAL ANCHORS 7 8 TYPICAL ANCHORS Mier f Iladc!'roduct ConRpl" 9 •c. IBY—/ I SEE ELEV. "••' .°" I • SEE ELEV. . Irl .. O— S WOOD DUCK FOR SPACING FOR SPACING ^ sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME U 0 1/4'MAX. BUCK WIDTH 1/4-MAX. p SHIMS SHIMS m 3 VENT WIDTH VENT WIDTH TYPICAL ANCHORS — FLANGE ADAPTOR FRAME 0� N1 SE°E<.ELEV ENV FOR SPACIG/. - •— (/\�''/1 -- _-.. --- 1/2-TYP. - 1 a �dfwo rd d� ry^ o(E FwOO U I 1/2 0?� V4— z YwoOUO SCREENS OPTIONAL CTUR 0 STRaI 0 el WOO ?� Q N u 25 {L=N E 20 WOOD BUCKS I Q W E XOX T,AYOUT EXTERIOR TYPICAL ANCHORS J O.L. OPG. SEE ELEV. FOR SPACING 2 IAIAMI-DARE COUNTY .n APPROVED MULLION &MULLION ANCHORS J n SEE SEPARATE NOA (A\1 vl BUCK V/IDTII BUCK WIDTH ALTERNATE E3 c U SWEEP LOCKTO OPTIONAL cr p 0= rf---T� I 111 IF E21 AI SPRING LOCK 'I I� �• - F=--N o I (n N n m F 56 3N M 3 II I I c1 Z 2i II l I 3 0 n —0;; - - d I I ...................... TYPICAL ANCIIORS I E4 ' SEE ELEV.FOR SPACING ;�u 1/4'MAX. BUCK WIDTH 1/4- AUX. SHIM _ - SHIMS ___ .� 0 11 VENT WIDTH U q#y Al v S o Fa TYPICAL ANCHORS 14 (E) F / TYPICAL ANCHORS z g SEE ELEV. SEE ELEV. 2 FOR SPACINGSEE FOR SPACING F s1 /4• y o o�� INTALLATION DETAILS SHOWN ON PAGES 5 'S AND 6 APPLY TO BOTH FLANGE FRAME AND uETAL - u - FLANGE ADAPTOR FRAMES. STRUCTURE U T I o W _ x - - - - - - Eng,:JAVAD AH/IA0 1 m - - -SCREENS OPTIONAL - - - - - _ - 'Oy PRODUCTRGVISED CML ns coulplyin8 with dm Fl.d& n 1 — 3 CC.A.N.3518 92 A".".__ "."_Nn c 9 Buildin Codc /. n EB w —IBY E>pirNinn T},ne Q Zr1 o c ES EXTERIOR WOOD BUCKS `�1�. �----0 XO LAYOUT OPG. Mtn]{•DAdeProdudC]]ol�.l drawing no. 015 W10-18 sheet 6_of 11� 7 TYP METAL FOR SPACING ANCHORS '-S STRUCTURE w EQUAL LEG FRAME U 10Y -I FOR SPACING WOOD BUCK_ + I TYPICAL ANCHORS U\ r--------------------1 m •,•a < .,a e,. SEE EIEY, m r___________________� MIAMI-DADE COUNTY APPROVED Z K / °e MJ° i?.• °° < EOG_ �DIST_ �S - FOR SPACING o I a� I i j 3 0 3 I I MULLION do MULLION ANCHORS I I O F T 3 ^I Y DOE II SEE SEPARATE NOA a N EOG DIST. yf� I T. G I I EDGE \ m ; _ \ �I DIST. I 4 y o .:.... /ry :.:. .. L_____--_mI ' O>t�cy� o TYPICAL ANCIfORS TYPCAI ANCHORS O IL<O aHp - SEE ELEV. SEE ELEV. C rD n- d - N FOR SPACING �°�!3 FOR SPACING � ^ o EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 --SEE ELEV. FOR SPACING 2 3/B'LAIN. N i 1/4"I.IAX. BUCK 1YIDTM r`— 4 SHIMS s M zo E1 �—�L I l a v AI z:0t—u n OW af a q� U)o _ I L o �N� � I-r a = (�c3 Yn cN I ccn THc ulu wgnp BUCK d 0 ------ — DEPTH SHALL BE 21b�•THE USE OF MIAMI—DADE COUNTY 3 p m W Irl AI DEEPER OR BWELEO WOOOBUCKS IS APPROVED MULLION O n �Ay EB PERMITTED. 3 MULLION ANCHORS SEE SEPARATE NOA U 'o BUCK WIDTH BUCK WIDTH r---T� i I c A7 [Ii li E7 Al 2 A9 ----------------------------- co ,17M A2 I oTYPICAL-- E2s B 1 I 1 ANCHORS EE ELEV. FOR SPACING I I o _ Engr.JAVAD AHLUO •I CMIL PRODUCTRE•VISE•D °i r d a FLA.PE/70592 us complying,eilh the floridn n �X V ae C.A. ]5J8 Uuildiug Codc - �' -G`1/5.C7 a S �8UC DISTe `azTYPICAL ANCHORS Y I_JL_fTL .--�- r- TYPICAL ANCHORS ., I sI SEE ELEV. AN Minmf Dade Produce CoAiroldravrin9 SEE ELEV. F'Oft SPACING 5 W10_•18 WOOD FOR SPACING � sheet 7 0l 11 ILLUTYPICAL EX7.STRR INE OTNIS ONLY EE ELEV.ANCHORS FIN FRAME �V 1 EXT.OR INT.FINISHES ll! o NOT BY CCI FOR SPACING �Y ^, 0 Y 3 Z P J El t 1 1/2" F NHOURAP OT BY cci TYPICAL ANCHORS: SEE ELEV. FOR SPACING o "o OW i ,#B SMS (GRACE 2 CRS) 0. QQ AZ t2 AI BncKeED INTO/228Y IN . P NETRATIONBUCKS RINTO OWOOOSTRUCTURES c E3 CAULKING a Q M Q 0 6 Q Q t J 00 - 3 090 I I N W In a i . LL Z ul o JAM¢ b I n zW v pBe ON U V n A WOO.STRUCTURE 1/4"MAX. BUCK WIDTH 1/4"MAX. ,,., 0 K d NOT BY CGI .__—_... ..t ( � N o 4 p aj 1/2"MIN. 1/2"LAIN. U) IT- y 0 3 tV O M I = .In n x CE2) Ai �g- W BACKBED r 1 i CAULKWG It 1 P E7 3�o Al --- -SCREENS 11 M9 E6 i I HOUSE WRAP AI NOT BY CGI U E11 i EXTERIOR Iwo,0 0 o c A2 E2 v o, m u 8`Z I __BACKBED % CAULKING E�.:JAVAO AHMAD 9 CML PR9f)ll(:T ItF.VISI?D m FLA.PE/70592 cmnplying will the Florid0 n HOUSE WRAP CAN.353e Building Codc/•0151.07 - NOT BY CCI 1 _ � C•Xpitalinn Dn4 ^• BY 2019 mi d'TJndu Product(:dnlml"-/ drawing no. TYPICAL ANCHORS W 10—18 SEE SPACING sheet of ii � FOR SPACING �� ITEM PART N QUANTITY DESCRIPTION ifATERIAL MANF./SUPPLIER/ItEMARKS to El CCI-100 FRAME JAIAB 0 FIXED GLASS 6063-T6 CGI EXTRUDER E2 113 FRAME SILL 6063-76 CGI EXTRUDER Z FRAME HEAD 0 E3 CGI-102 - 6063-TS CCI EXTRUDER E4 CCI-103 - MEETING RAIL 6063-76 CGI EXTRUDER CGI-104 - LOCK RAIL6063-T6 CGI EXTRUDER E6 - HANDLE RAIL 6063-T6 CGI EXTRUDER 0 0 E7 CGI-106 - SASH RAIL 6063-I6 GOT EXTRUDER 0 ----------- 0.9 CCI-107 - 5/16-GLAZING BEAD 6063-TS CGI EXTRUDER 0:a ES v CGI-108 - 0.700"GLAZING DEAD 6063-75 GOT EXTRUDER 0 CIO CCI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER Ell - NAIL FIN ADAPTOR 60421-16 CGI EXTRUDER 0%L 2 1-1,35 - IF FRAME JAMB 0 FIXED GLASS 6063-16 CGI EXTRUDER 0 Eli CGI-136 - TF FRAME HEAD 6063-T6 GOT EXTRUDER 4 CGI-139 - TF F5MC JZ6' 6063-T6 CGI EXTRUDER E15 CCI-140 - I'MUNTIN 6053-T5 CGI EXTRUDER u'ZOO Ct E16 CCI-141 - 2.5"MULLION 6063-176 Got EXTRUDER -T177 CCI-505 SCREEN FRAME 6063-i5 CGI F)(lFi EIB CCI-114 - SILL SNAP IN 6063-T6 GOT EXTRUDER -FG-I-1-15 - SILL FILLER 6063-70 CGI EXTRUDER E20 W-116 - FRAME JAMB 6063-16 CGI EXTRUDER CGI-717 - HO LOCK RAIL 6063-T6 CGI EXTRUDER W - TF FRAME SILL _E22 CCI-135 -6063-T6 CGI EXTRUDER E23 CGI-109 - FROM FLANGE ADAPTOR 6063-76 CGI EXTRUDER 0 t5 3 0 Lu Mt in GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) vc - C6 82V PIn C01-111 - SCREV COVER(OPTIONAL) PVC - Mi 001-112 0 ANCHORS EQUAL LEG COVER/ShIll !i-- - 0.700*X 0.040"BEAD GE1200 SILICONE SILICONE GE - M5 - 0.700*X 0.040*BEAD0.Dow 995 SILICONE DOW 0 Ms 0300"X 0.040*BEAD DMV 899 SILICONE DOW ZLI V� 2/LITE SETTING BLOCK CPDM DUROMETER 80*5 SHORE A 3 CO FR07ECTO WRAP WATERPROOFING OR EQUIV. f MIT 684 ROLLER TRACK PVC - A 0- ROLLER lkiiS7114G- NYLON - CGI-128 2PER SASH MI I W2320ING PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. -M12 CCI-129 I PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M X ML4......�3_91-N I PER SASH ANTILIFT BLOCK NYLON M&M MIS - OPTIONAL LETtCULATED FOAM 30 PPI 0 M16CGI-134 - JAMB SPACER PVC PROTOTYPE OR COLIN. lifT-"i-3-07.30401-32 I PER WD. CAM LOCK ZINC TRUTH OR EOUIV. M18 CCI-132 2PER WO.2" SASH STOP PVC PROTOTYPE 1,09 CCI-111 0 FR.HEAD SCREW COVER' PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM(9/T BALANCE) NYLON I M&M VARIES HI-FLTkEP COVERS PVC AMESBURY OR EOUN S2 2 OR 3 PER CORNER # 10 X 1 1/4'LG. PHL. PH.SMS. ST/ST,ASSEMBLY SCREW S3 1 1/4-EWEE # 8 X 1 1/2'LG.PNC.PH.SIAS.FIN ANCHOR SCRET1 S, 4 PER WD. # 8 X 1/2"PH.SMS. ST/ST BALANCE BRACKET SCREW* S5 2 PER%YD. #a X I-LG.FH.SUS. SI/ST.SPIRAL B.ASSEMBLY E.91: WAD AHMAD PRODUCT RFVISP CAM LOCK --LOCK Florid.X 1/2-LC.FH.SZ 0 CGI-133 FC.K.PEM 0592 !6 -L-6 hk S8 CA.KA, CM, RAIL 10 X 4"US. PHL, PH. SMS. ST/ST.ASSEMBLY MEETING RAIL 'I SCREW S9 2 PER ANHUFI 10 X 5/8-LG.ANL.PH,SMS. ST/ST.ANTILIF <epluncc 4:0 20 By NiimnWnde v,doc I I.- drawing no. -7 201 W10-18 .E-i�9-f I - 2440-^1 - 2.440 -•2.113• - .065 1 I.490-Irl .120 1� II 1 r u to F2. J'+L _ I I L-- . 1Z n101 1.301 1.301 r 1.550 1.680 I4l I �� I F Q 2.846 E70Y6 1.601 .065 I 2.346 ttP. _.1. 1.22 .LL /E8 E.050 O 5/16" GLAZING BEAD J .700" GLAZING BEAD.065 1.3 F 1.155 TYP• Q - I I 1.449 1.015 {� 1.015 {� 1.368 .745 Ell NAIL FIN ADAPTER x1.395 j �l n n I I �_r•160 I toy ra 00 U FLANGE FRAME HEAD U FLUSH FRAME HEAD '�_) MEETING RAIL -1.496 `�'-JI „o' 1.015 1.015 I- •-1.788 .050 .065r { .060 �tty W 0 N 1.140 I C .065 I- _ LL Z U)e o 1.140 I ttP. -yI 2 264 u3 FLUSH FRAME COVER IA2 SCREW COVER t i�N+ IS 1.255 LOt�U ai 1.220 TYP. N .065 3.930 065 n 4.430 1YP. ttP• 1.043 2.885 3.185 1 3.685 2.885 m ES LOCK RAIL E19 SILL FILLER 14 N III-- 000 n 0 I�--1.450--y_ r-180 �N I--2.440 !2.440--i .550 050 � �� (nI IL 2- r ONM M E27 2.370 FLANGE FRAME SILL EZ FLUSH FRAME SILL 10165 O 4041 z2.737 I--2.737 E23 I FLANGE ADAPTOR.065 I .065 Lyt U r I TYP 1 IYP E2t ALT. LOCK RAIL 2.505 rl 2.613 2.505 2.613 -1,1192- z=e L ... . P__- 065 N ttP. oy' 1.000 V--991 .500-F.991 2.195 u s 3.237 2.737 1 1.015 E14 FLANGE FRAME JAMB (MOVING) E�0 FLUSH FRAME JAMB (MOVING) LI o v o a E6 HANDLE RAIL oc'm o [� 1.025 2.505 L-O.5YP. 2.505 •065 ttP. Enyr.JAVAo AHIAA0 PRODUCT REVISED , a ' TI� TI CML ns complying ailh Ill.Plmidn 1.01 1.015 1.395 5 EI C.A.N.3538592 9 ^p OnilAin CaAe n .745 Eapinllion Dal. _ 065 1.000 .Ei00 1-- p R1, ,� i, �,•� 1.745 1.245 1.015 P �nl y/ iAinn�7ndc lhuAncl C rlVnlr, wdrawing no. ,0_-;8) 2 (FIXED) E1 ( E7 sheet 100111) FLANGE FRAME JAMB FIXED FLUSH FRAME JAMB (FIXED) SASH RAIL It �1 Z _ H H OJ N Y ;n �m 0 ro 7N, \ o =° 0 a•. aall: --29-1a Jevlsions: SE3E5 SFNfINE1 120 PLUM UORO.SWING WOW, AL-FAROOQ CORPORATION n a �nA dot.9 esen ton F• acme: t 2" 1' o&o..to no CHVICE iNU^SNEEi ENGINEERS&PRODUCT DEVELOPMENT / CGI WINDOWS & DOORS 1235&W.87AVE .gyp B IO.tC.I: 1 0 Cw lr MR 9NESf 10100 N.W. 25TH STREET MIAMI,FLORIDA 331.74 O I 4�•q'• I C 09.09.1• uvwreo To xot�re: MIAMI. FL. 33172 TEL(305)264.0100 FAX.(305)26269TS �� TEL. (305) 593-6590 F , (305)593-6592 C0MP—A`4L\%V10-03CGI' P. N MIAMI1DADE NI ANJI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-259$" NOTICE OF ACCEPTANCE (NOA) irnvw.miamidade.Qov/economy CGI Windows&Doors 10100 NW 25.'h Street Miami,FL X3172 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 110" Alumiuunl Single�i>I. g in ioaV—_`.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 logo, city, state, rnodel/series, and following statement: "Miami-Dade County Product Control Approved", unless othertivise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety._ INSPECTION: A copy of this entire NOA shall be provided to the user by.the manufacturer or its distributors and shall be available for inspection at the job site at,the request of the Building Official. This NOA revises and renews NOAH 11-1115.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document rn0ntioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 14-0915.06 MIAMI•DADE COUNTYJ/" `t Expiration Date: September 22,2020 Approval Date: February 05,2015 '�'d Page 1 r I K 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 Ahura 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. TV STS 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. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vimi J. Abraham,P.E. (Subij,dited under NOA No.10.4510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' 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 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentiyGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (NIA) for their"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (TMA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. Manuejltr,ez,P.E. Product Coil 'aminer NOA 1 4-0915.06 Expiratiou Date: September 22,2020 Approval Date: February 05,2015 )J-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory, LLC,dated February 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. 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. / Manuel Pei ez,,P.E. Product Control A�x� �yliner NOA No.14-6915.06 Expiration Date: September 22,2020 Approval Date: February 05,2015 E-2 53 1/8' 52 1/6' 52 1/8' U v FLANGE 4710TH BUCK WIDTH BUCK WIDTH �� o 47 7/16' 47 7/16" 47 7/16' ,y 3 D.L.O. (FIX.LITE) FALSE MUNTINS O.L.O.(FIX.LITE) FALSE MUNTINS D.L.O. (FIX. LITE) 0 m 20 9/16'** OPTIONAL PLIED) 20 9/16" (SURFACE PLIED) 20 9/16' F n 6'MAX. MAX. 5 1/2'MAX. MAX. ## 5 1/2"MAX. MAX. HEAD/SILL A LIEAD/SILL MEAD/SILL AI HEAD SILL HEAD/SILL /-A,,,, HEAD/SILL 0:5 o c, CORNERS 4 CORNERS CORNERS 7 O w C' �� II II II II II w D II 11 ^ II II 1 II II 0 M 5 / II ❑ 5 II M O 11 / u v n / u Q ---__R-_ 00 qd O �y 1/1 m Id II "/ II "1 O x D1 11 "/ 11 n O 02 II "/ ❑ C O CF'II JB 11 II C r J 6 II I I O^F J 7 II 11 G F Q w 3 LL 0 a 4 ° �� 6 Ii ii 7 li ii LL w M _n S2 a Z' ME n W NS jA2 Q 111 cls F I n y n Y I O 11 J 1 I � II ¢ n /i u tE W \ = L II __II n M II__ II n n n I>1 nn p C4 IIIIIII IIu11II b p I1II ox ; n O J III j p v- ' 1 _ 41 N�uqi 3 ow - x o� LL Vl z m rn FALSE MUNTINS m¢ (n I- 47 r N 7/16" 47 7/16" �z (SURFACE APPLIED) 47 7/16' Z �N r%7 rn D.L.O. (VENT) D.L.O. (VENT) c00 OPTIONAL D.L.O. (VENT) u �_ O 3 n '1'I N N J Z Z J m 50 1/4' 50 1/4' 50 1/4' Z 3 0 c VENT WIDTH VENT WIDTH VENT WIDTH E o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME n U o W a SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW TYPICAL ELEVATION o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. S 8 . APPROVAL APPLIES TO SINGLE UNITS OR*SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTYc g SPACING EXCEEDS 20 9/16" u o APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS � IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS op^g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS •0 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SMALL MISSILE IMPACT LOADS TO THE STRUCTURE. o (' Engr.JAVA0 AHMAD n L ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML PRODUCTREVISED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. AJ2 oscomplyingwilhlho Florida Building Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE /4.p9t5.G NOT PART OF THIS APPROVAL. Acceplallce No a - i Expi rnlion DoIc�Q��, 2(J o X o` u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �'?/ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT By i21 drawing no. / Miom Dade Produce Can o:COME -� REQUIREMENTS OFCT WITH THE FLORIDA OTHER BUILDDISSIMILAR ING ODE.MATERIALS SHALL MEET THE 15 j, c. �% W10-03 sheet 1 of g EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS I 1 V DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSF 4.;j o FLANGE DIETS. BUCK DINS. CUSS TYPES'A'8'AI'CLASS TYPES'B'9'BI' PLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES'AWAI'CLASS TYPES'B'B'Bl' Anon HEIGHT WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1M.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIAL. EXT.(+) INT.(-) O(T.(+) 1M.(-) Z r 19-1/9' 18-1/e" 75.0 75.0 80.0 85.0 53-I/8' 78' S2-1/B' 75" 36-1/4' 75.0 75.0 80.0 85.0 FF 4W 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 0 Z Q 37' 26" 36" 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 I" 1 48' 75.0 75.0 80.0 85. JI" JO" Q- 49' ' 0 GO 53-1/ . . . .0 33" 85' J2' H4" 60' 75.0 75.0 80.0 85.0 _� G O 19-I/8' I8-1/6" 75.0 75.0 80.0 85.0 37' 36' SJ-1/2'_ 75.0 75.0 80.0 85A a ,g7 26-1/2 25-1/2' 75.0 75.0 H0.0 85.0 4J' 4Y 45-1/4' 75.0 75.0 B0.0 85.0 Q,O 4 37' 38-3/8' J6' ]7-J/8' 75.0 75.0 80.0 65.0 v O 1,, 49' 48" 75.0 75.0 80.0 85.0 0 0= s]-I/8' s2-I/E' 75.0 75.0 Bo.O es.0 O 19-1/6" 18-1/8" 75.0 75.0 80.0 85.0 WIDTH� ?w O Q 26-1/2' 25-1/2' 75.0 75.0_ BO.0 85.0 37• 50-5/e' 36" 49-5/8" 75.0 75.0 80.0 85.0 2 C 49' 48• 75.0 75.0 80.0 85.0 I I {IOt„1 5349' 52-I/8• 75.0 75.0 80.0 85.0 W ry 19-1/8' 19-1/8" 75.0 75.0 80.0 85.8 26-1/Y 25-I/2" 75.0 75.0 80.0 85.0 v ' 37' 6Y 36" 62' 75.0 75.0 80.0 85.0 m 49" 49" 75.0 75.0 80.0 85.0 53-1/852-1/8' 75.0 75.0 80.0 85.0 I 19-1/8" 1a-1/e' 75.0 75.0 80.0 65.0 v 26-1/2• 25-1/2" 75.0 76.0 80.0 85.0 W5337' 76' 36' 75' 75.0 75.0 80.0 85.0 3 rj UNEQUAL LITES (ORIEL TYPE) 49' 48' 75.0 75.0 80.0 95.0 0- 53-1/8- -1/8" 52-1/8' 75.8 75.0 H0.0 85.0 = 0 N 19-1/e' IB-1/e' 75.0 75.0 80.0 85.0 N 26-1/2' 25-1/2' )5.0 75.0 80.0 85.8 n m J7' 85' 36' 84" 75.0 75.0 80.0 95.0 ¢ 10 46-1/2" 45-1/2' 75A 75.0 80.0 85.0 K"TYPBUCK DIMS JS'TIP. O O[V M n � Z Z�.. z 3r O O�v WIDTH -57 FLANGE FRAME w V o E I_ FLANGE DIMS ER w n �i BUCK DIMS 0 1>)-� EQUAL LEG FRAME '•' BUCK ODA§---------------- g EQUAL LITES 6iJ y a O O FIN FRAME ` m 0 En9r:JAVADAHMAD n BUCK DIMS CML PRODUCT R[iVISBD , FLA PE/70592 us-nplyintt will,the 1:10rido H �_ CAN.1538 Building i.11, Dal GLASS CAPACITIES ON THIS SHEET ARE LEpimtionDalu;." 1Ty.BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGE ADAPTOR FRAME pN �g 1L.nilDadeProtCoD.I� drowinq no. AND FLORIDA BUILDING COMMISSION I FLANGE DIMS W10_03 DECLARATORY STATEMENT OCA05-DEC-219 sheet 2 J 1/8"ANN.GLASS 1/8"HEAT STREN'D CLASS p 4� o 1� 075"Interloyer 075"Inlcrloyar -- � Salle.CP With PET Core Soflex CP With PET Core m 3 By'Eastman Chemical Co.' By'Eastman Chemical Co.' Q 090"Interloyer .090"Interlayer w Salle.Clear And Color Gloss Saflex Clear And Color Glass Q n By'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 o u O W 090"Interlayer 090"Interlayer Q. DuPont SenlryGlos DuPont SenlryGlos O '� By'E.I. DuPont De Nemours &Co., Inc: By'E.I. DuPont Do Namours &Co., Inc: 0 v *AT "ANN. GLASS 1/8"HEAT STREWD GLASS 0 SILICONE C SILICONE Q(LQ Q o i mGE 1200 i m GE 1200 DOW CORNING 899 N DOW CORNING 899 N O a DOW CORNING 995MI DOW CORNING 995i(6-o WOo WE8POINTS ON LITES F Aly WI 1R POINTS ON LITES HAN 36" W WIDER TITAN 36" 5 N GLASS TYPE 'A' GLASS TYPE 'B' v K n 5/16"OVERALL IAM.GLASS 5/16"OVERALL LAM.GLASS 3 O (L.M.I & S.M.I.) LLI �N v 1/8"ANN.GLASS 1/8"HEAT STREN'0 GLASS =N o 0n m 075"Interloyer .075"Interlayer IV,p N M rr Saflex CP With PET Core Saflex CP With PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' Z J'1/4"AIR SPACE 090"Interlayer 1/4"AIR SPACE- 090"Interlayer 3 .mo 0Saflax Clear And Color Glass Sollex Clear And Color Gloss 2f By'Eastman Chemical Co.' By 'Eastman Chemical Co.'1/8"ANN.GLASS 1/8"HEAT STREN'D GL SS.090" Interloyer .090"InterlayerDuPont SenlryGlas DuPont SenlryGlosBy'EJ. DuPont Do Nemours&Co., Inc.' By 'E.I. DuPont De Nemours& Co., Inc.' O_ 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS SILa 6 GE110200 m SILICONE E w DOW CORNING 899 GE ICO o B a N DOW CORNING 995 til DOW CORNING 899 �' \ MI \ DOW CORNING 995 y O O m 0 n E W E9 W E9 •� _a F o a m W M4 AT 1/4 POINTS ALL SIZES W 144 AT 1/4 POINTS ALL SIZES GLASS TYPE TYPE Al'' GLASS TYPE AIR PACONSISTING OP: � 'HI' sr,ncER: Engr:JAVM AHA+AD n 0.70"OVERALL INSUL.LAM.GLASS 0.70"OVERALL INSUL. WA.GLASS METAL SPACER AROUND CML PRODUCTREVISED (L.M.T ONLY)) THE PERIMETER OF THE GLASS. FLA.PE 7J6B592 ao geilh the Flaridn C.A.N. Buildi,,g Codc r Ac; Nu � E'xUlrtl)11o11 Dalt o o (S.M.L) D T7- drowm9 no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING %4inmj•DadeProductCoaUel- EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. �' 7 I5 / sheet 3 of g ICAL EE E EVµCHORS FLANGE & FLANGE ADAPTOR FRAME M=4- `5 U n II FOR SPACING METAL o 1•IOOD BUCK , c STRUCTURE \ TYPICAL ANCHORS z -SEE ELEV. m v Tr__________________i Q I s 2 W a FOR SPACING o II MIAMI-DARE COUNTY APPROVED u' o I I MULLION k MULLION ANCHORS I I F f 1 \ EDGE DIST. SEE SEPARATE NOA i I Q a ul 0o a U ry 3 I EDGE DIST. I I (L O1 �_ --====,J 0 lOu a LL O ff O Mz NOaao I TYPICAL ANCHORS TYPICAL ANCHORS Q all co 3 a SS SEE ELEV. SEE ELEV. �VI O �33Nb ,i FOR SPACING FOR SPACING Q LLz(A_ o to o I O M J ——— 2 3/8•MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. m m U1 b i y SWEEP LOCK 2 3/8'MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING v ,� 1 OPTIONAL TO V) ED �I AT RSKL LOCK ,1/4" DIA. TAPCON BY 'ITW' (Fu-120 KSI,Fy=92 KSI) 3 n 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI,Fy=f55 I(SI) 3 O w .. O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = B Es 1-1/2" MIN. PENETRATION INTO WOOD �(n \`` THRU 18Y BUCKS INTO CONC. OR MASONRY En 1- 0 IF�Ii WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 0NK)) a DEPTH SHALL BE 23/e". THE USE OF 0 3 DIRECTLY INTO CONC. OR MASONRY Z Z (s7 DEEPER OR BEVELED WOODBUCKS IS ^ k 1 PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ?i oo n N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N U o _j INTO METAL STRUCTURES "I " STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) w ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a � Al N14 SMS OR SELF DRILLING SCREWS (GRADE z Gas) 'g uu W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 2 o y (NO SHIM SPACE) c Is a 54 = Al TYPICAL EDGE DISTANCE 1 A23 INTO CONCRETE AND MASONRY = 2" MIN. E8 INTO WOOD STRUCTURE = 1" MIN. o. i INTO METAL STRUCTURE = 3/4" MIN. o o g WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. a m © A2 Ip CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. o C-90 HOLLOW/FILLED BLOCK'AT JAMBS f'm = 2000 PSI MIN. c 14 b ° En9r:JAVAD•AHMADo ea CML PRODU(:1'It IiVISED I N ° a FIA.PE 70542 re complying wish 8m Florida 1 CAN.3538 Building Cadu S 0 0 Ex aliml Dalt - EDGE DISL'r \ •.•9 t, 8 I '-TYPICAL ANCHORS Uy��'•I� ys �� • a" v SEE ELEV. Miomp7Jndc l'roducl ConffoL�. drawing no. ' TYPICE ANCHORS EV. A FOR SPACING 'N �15 V WOOD BUCK SEE FOR SPACING / -� W10-03 sheet 4 of 9 I I a 1/4'MAX. BUCK WIDTH ,,,•MAX FLANGE & FLANGE ADAPTOR FRAME �4.� M 0 SHIM / �r��� SHIMS o v/ 11 P % TYPICAL ANCHORS ~ If TYPICAL ANCHORS Z0� � SEE ELEV. 11 A2 S6 S5 SEE ELEV. FOR SPACING AlIT M9 •v.> FOR SPACING FLANGE ADAPTOR FRAME Q METAL STRUCTURE ------ - ------- _-___--____-_= to 0 aQ 8 W _ od o ----__ --------------_- •� fin° �D L4 18Y (L Z Ul_o EXTERIOR et wooD BUCKS _ 4 i u)< � 13 v' Et Q Q w�f D.L.OPG. i O a o i 1/4'MAX. BUCK WIDTH SHIMS SHIIAS Ey Vy (xra o o TYPICAL ANCHORS O TYPICAL ANCHORS ! ai o O� v K SEE ELEV. FOR SPACING SEE ELEV. i vi 0 a v` FOR SPACING � yj , rn� S N o N 114- zv LJ lJ N yR W000 BU K\ F p i n /WOOD STIR CTUR zy U o a ILA .w w 1BY a � WOOD BUCKS 1 vWi • �8 . MIAMI-OADE COUNTY ° e APPROVED MULLION k MULLION ANCHORS 1/2'TYP. `o R� SEE SEPARATE NOA E w S BUCK WIDTH BUCK WIDTH _ e INTALLATION DETAILS SHOWN ON PAGES 4 I o „ AND 5 APPLY TO BOTH FLANGE FRAME AND ---_ FLANGE ADAPTOR FRAMES. FT O o I I � E—:JAVAD AHMAD PRODUCT REVISED CML as complying with Iho Florida FLA. PE 70592 BnilAin Cadt o NU t��•t'�j 1 E>pirnli-Dint S- hibbdDade Product Cootrol.� drawing no. All% 1'FH.SPAS. W10-03 sheet 5 of g TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE EQUAL_ LEG FRAME yoV 1BY.. FOR SPACING 0 WOOD BUCKTYP _ _____________ o ".A e;• ..4 e'• SEE ELEV.ZORS o ? ii D-1 •;4 v a� a ` I 'EOGEe.D15T. IAMI DADE COUNTY APPROVE 3 - ' 4.. FOR SPACINGa EOCE I MULLION& MULLION ANCHORS a w GE DIST. 3 0 1 T. SEE SEPARATE NOA " 0 8 N I I EDGE DIST. 1 O o U __ - * .._ LL________ -L _-_- IL J Al IA3 --- E1 EB I __— V O e1 -- TYPICAL ANCHORS TYPICAL ANCHORS � M2 SEE ELEV. SEE ELEV. 0 a Q G S FOR SPACING FOR SPACING C 0 ro¢ S5 TYPICAL ANCHORS MINAI-DACE COUNTY 0.w 3 I SEE ELEV• APPROVED MULLION Qul ti ii i IA9 FOR SPACING &MULLION ANCHORS LL z N E tog a 1/4. 4 MAX SEE SEPARATE NOA J-U'(MryV Q J 0 / BUCK WIDTH BUCK WIDTH BUCK WIDTH Q W e1 f �i1 J SHIMS c O D1 I 1 I SWEEP LOCK Al OPTIONAL TO 8EB EGRESS LOCK AT SILL — p3 O I I 3 ow K O IL ��o (V 1 w _ O r1 m O 3_j < ,a W ! m 014 XI"FH.SMS. w Z Zw N (~ I I 'a > E3 E8 z �i p W ! w p s I SII to Ups w 0 � w = N EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY o INTO WOOD, CONCRETE OR METAL STRUCTURES o0 WITHOUT THE NEED OF A WOOD BUCK. a At if. W 2�o N (i 2 3/8"MIN. _ d C I1� u S4 t At I " d: 1 EG 2 3/8"\MIN. IIL ...Q Z.: Y m n a I I _ 8 TYPICAL ANCHORS w o M9 a i I PAC ELEV. ,� BE FOR S SEE EING ` 0 i m 14 E2 Engr:JAK1D AHMAD 1'R000CI'1lBVIStiD CIVILns complying with the Flotida t -------� FIA PA.N. uilding Codc ,f t c WHEN USED THE MIN. WOOD BUCK AccepettrcNohr'L•_iS.Cp Bs imtion Dntc DEPTH SHALL BE 2 . THE USE OF �• � & a EDGE DIS • •' '• rn DEEPER OR BEVELED WOODBUCKS IS By '1 Gl1',��E .? TYPICAL•ANEHORS - PERMITTED. Nfimt�7 aa`d'ai'rduct C0. 0l-/ drawing no. '• I SEE ELEV. .IAN ,'fi r Z 18Y FOR SPACING �. W10— WOOD WOOD BUCK sheet 6 of g i TYPICAL ANCHORS O ILLUSTRATIVE DTLS. ONLY SEE ELEV. FIN FRAME - o EXT.OR INT.FINISHES E FOR SPACING of NOT BY CGI i Z n J 11/2' � Q F. HOUSE VIRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING (L O NOT BY CGI 0 W O #8 SM s (GRADE 2 CRS) a O i AZ � _-_ EI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES BACKBEU 1-1/2" MIN. PENETRATION INTO WOOD 0 t CAULKING ; G !A2 OaQp � S5 0 ��rc O QW0 IL E a M9 j(7 W•V f p O I I uj I N SWEEP LOCK Al OPTIONAL TO iD E8 �,I I• EGRESS LOCK v n AT SILL } O L5 n IF--n r w O I I NOT D BY CGI I/4°MAX. BUCK HEIGHT 1/4' MAX.MAX• v=I IILJH,wou� B Eg CAP GAP c� 1/2'MIN. 1/2'MIN. V) E4 J¢ N O I' s a I _ 0 J Z Z IJ z ?o 'n x 0mn w '• � � D2 N c�i�� L i w BACKBEO w CAULKING N a G O AI as W 0 r I _ p 1 Ell HOUSE IVRAP E6 NOT 8Y CCI v i E3 E6 EXTERIOR o o / y D.L. OPG. A2 I 14 dACKBED CAULKING o E2 Engr.JACAD MLAHIAAD PRODUCTREVISdD FLA E A IM2 's cmnplyioig with the Florid:, r HOUSE WRAP CA .1538 Aceeptvt coNo! �.OG^ a NOT BY CCI 1 1/2" � a a c By MinnfDadc Pmducl Conu01--•? drowtng no. -- - JA 15 W10-03 JEIITYPICAL ANCHORS SEE ELEV. FOR SPACING sheet 7 of g ITEM PART RM22T'TY DESCRIPTION MATERIAL MANP./SUPPIAP.R/RP.MARKS — p4V o E1 CGI-100 FRAME HEAD_ 6063-T6 - `� I E2 CGI-101FRAME SILL 6053-46 E3 CCI-102FRAME JAMB 6063-T6 -E4 CGI-103MEETING RAIL 6063-T6 - 0E5 CGI-104LOCK RAIL 6063-T6 - 2t ry as E6 CCI-105 I HANDLE RAIL 6063-T6 - p Uf G 0 E7 CGI-106 2 SASH RAIL 6063-76 - d 9 o E8 CGI-107 AS REQD. 5/16'GLAZING BEAD 6063-T5 - C E9 CGI-108 AS REQD. 0.700'GLAZING BEAD 6063-T5 - Q U Q E10 CCI-109 AS REGD. FRONT FLANGE ADAPTOR 6063-T6 - V p Ell CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - O E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - QD O E14 CGI-137 I FLANGE FRAME SILL 6063-T6 �Z1u0i_o E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - z(IA Q We1� Ln M1 CGI-382V AS REQD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - c-- M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REDD. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATICNS PVC M4 - 2/LITE SETING BLOCKS EPOM DUROMETER 8015 SHORE A v I MG ISUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUN. J M10 - 2/WOW. BLOCK/TACKLE BALANCE - 851 OR EQUIV. M11 W2320ING AS REQD. PILE WITH CENTER FIN WOOLULTRAFAB OR EQUIV. 30 n M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN 3 O w v M13 CGI-131 2/WOW. IIANDLE RAIL END CAP NYLON M&M = O N V _y M14 E26018Y1N - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. W M15 CCI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M (A r M16 CGI-130 2/WOW. SASH TOP CUIDE(SPIRAL BALANCE) NYLON M&M o .30 NM n M17 A30730401-32 1/Vlow. CAM LOCK ZINC TRUTH OR EQUN. O 3 N IA18 CGI-132 2/WOW. SASH STOP, 2'LONG FVC PROTOTYPE OR EQUN. w Z M20 CGI-125 2/WOW. SASH CAM (B/T BALANCE) NYLON M&M 3 O M21 - 2/WOW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUN. y C7 p<w PA22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUw U N M23 CGI-134 — SILL SPACER PVC PROTOTYPE OR EQUIV. w N 52 2 OR 3/CORNER (! 10 X 1 1/4"I.C. PHIL.PH.SMS. ST ST.ASSEMBLY SCREW S4 _ 4/WOW. (1 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW S5 _ 2/WOW. 8 X 1'I.G.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - S6 - 2/LOCK 6 X 1/2-LC.FH. SMS. B CGI-133 &CAIA LOCK U15 v�g gid- � o O O� L C- 1 O 9 Eng,..JAVAD AIILIAO CML PRODUCT REVISED FlA PE 11 70592 os complying wilh IIIc Florid. qry CA. N.3838 Building Code v n ACCCPIflnCC I�'O t'Q" Q c $ v ET'llll.Ii011 Dflle�J- (U� V D Il 'de, O Y�Lt%dL.edrawing no. Minna D.A.P'oduct ntrol'I JA 2 U1� W10-03 sheet $ of 9 A ' 2,505- 2.505 .065 i 1.550 1.680 z 1.745 Lj 71 L.;�_ I F i I Lm Typ. q 050 z 09 a 1.015 1.395 IOL: sa FLANGE FRAME HEAD IS FLUSH FRAME HEADE11 NAIL FIN ADAPTER (0) to -1.583 1.583 1.007 0 0 .745 .0155 .065 Typ� Typ. - 2.113 1.368 1 3.175 3.175 1.015 VENT TOP CORNER 3.675 r r 1.429 1.429 SI m } 1.220-.4 1.000 .500 MEETING RAIL FRAME TOP CORNER __T .0 !.505 a 1.220- oi FLANGE FRAME SILL FLUSH FRAME SILL c1l .500- 1,301 1.301 1.768 0. .065 Z Zt' TMP §-�'s 065 �?> Typ. Typ. 1.015 T F -o- or 2.440 2.440 LOCK RAIL 1.015 1.015 FRAME BOTTOM CORNER VENT BOTTOM CORNER 2.195 It .745 745 ---2.846- 2.346-!s -0 P.3 L7, :s�j .5"p. E L! 1 1 '] I 74, 4 9 j. FLANGE FRAME JAMB FLUSH FRAME JAMB 1.892 ov 065 �490-M 043 Typ. .050 Typ. .7 .050 TYR 1.015 .864 HAND RAIL 5/16" GLAZING BEAD .700" GLAZING BEAD E.9,:JAVAD AMMAD PRODUCT XrVSUD 5 MI. tire Florid, 7 L05 C 1.449- 1.450- FLA.PE f 70592 0,r.olplyind' 1.0 F. 5 J80 CAN.3538 d 39 1 .293 1.413 550 (35a� .050 J7 .060 drawing no. �W10_03 FLUSH FRAME COVER 0t9 SCREW COVER SASH RAIL FLANGE ADAPTOR