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HomeMy WebLinkAboutNotice of Acceptance-sliding glass door MIAM[DyADE ��G�ti tion ��°� MIAMI-DARE COUNTY PRODUCT CONTROL SECTION J� 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES XR)��c���n Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION Q�jfi��� T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N" www.miamidade.zoy/economy CGI WINDOWS and DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade County) reserve the right to have this E ty) ( ty) � 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 desa n,and ha gne to comply with the Florida m de, including the Hi =eleeit�y HuDES TION:SSenAluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROV .--*--;Rev O,titled Series"150 Sentinel Aluminu ass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation,dated 45/20/10 and last revised on MAR 05, 2018,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade,County Product Control Revision stamp with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table: Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels for the entire unit,'in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly.For Doors w/corners,see limitation note 4,below. 3. Max shim not to exceed V2"at Head/jambs&%"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Units containing 900& 1351 exterior corners must be limited to Max Dp=+/-60 PSF.See sheet 22 for anchor layout. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT:The'NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-1011.18 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. � NOA No.17-1218.20 MIAMI.....C=NW Expiration Date: September 22,2020 ••••a A� P 2,2018 Approval Date: April 1 J�o 7\`6 Page I i CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBNHTTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets I through 28 of 28,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 8-panel,Alum SGD w/Pockets& 135° and 90°corners,prepared by Architectural Testing,Inc.,Test Report No.D8502.01450-18,dated 12/07/15 respectively,both signed and sealed by Joseph A. Reed,P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,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.) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(&insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15,signed and sealed by Ramesh Patel,P.E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacert insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flange Frame Window with Vent to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer@ insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/1.5 and revised on 03/09/16,signed&sealed by Ram sh Patel,P.E. shag L Chanda,P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-1 CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continue) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry'Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC, Test Report No. HTL-0080-1208-090,dated July 30,2010,signed and sealed by Vinu J.Abraham,P.E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD(OX�prepared by Architectural Testing,Inc.,Test Report No.ATI—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,conformance to,complying with FBC- 2010 and with FBC 5th Edition(2014),prepared by Al Farooq Corporation,dated 02/24/16, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"Sentry Glas® (Clear and White) Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their "Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core",expiring on 2/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA)"Saflex Clear and colored glass interlayer",expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their"Butacite® PVB Glass Interlayer",expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to,complying with FBC 5th Edition(2014),and of no financial interest,dated 02/24/16,signed and sealed by Javad Ahmad,P. E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab, signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. haq I.Chanda,P.E. Product Control Examiner NOA No.174218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA#15-0619.06,expiring on Sep.22,2020. 2. Test proposal for the qualification of Butacite@ PVB glass interlayer by Kuraray America,Inc., as well as Duraseal®and Super SpacerO Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by REP,Product Control Section,signed by Jaime, Gascon,P.E. 3. Test proposal# 14-0198,approved on 02/26/2014, signed by Ishaq I. Chanda,P.E. 4. Test proposals# 13-1098,approved on Oct 02,2013 and revised on FEB 24,2014,signed by Manuel Perez,P.E.,test proposal#11-1225 dated DEC 16,2011 signed by Jaime D. Gascon, P.E.Test proposal#09-1073,approved on Nov. 05,2009 and E-mail test proposal dated 07-19- 2010, approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.W10-31 Rev O,titled Series"150 Sentinel Aluminum Sliding Glass Door", sheets 1 through 28 of 28,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on MAR 05,2018,signed and sealed by Javad Ahmad,P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Letter of conformance to FBC 2017(e edition)and No Financial interest,prepared by Al— Farooq Corporation,dated 09/14/17,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#17-1011.18,expiring 09/22/2020. Ishiq I.Chanda,P.E. Product Control Examiner NOA No.17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-3 HH'g U_ag I 3J00-ma 0 tip � oa�o � O'ata m 00 iI o° ow �! v Ic THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. d 0 3 M SHUTTERS ARE NOT REQUIRED. Z w^ S��j�$�F.�NTINEL• 250 AI•[jMjjq,(JJff $��ll]��. �j S,,A. S DOOR � V�� °RsaDcrJLEvt� DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON AAr�Ne1 �vUiWeF7udt6 DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING AaaweeNe MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. FAIAmtweNit�zo _._ 1 Y APPLICABLE EGRESS REQUIREMENTS PER FEC 70 BE REVIEWED BY BUILDING OFFICIAL fl�w1 oo�& THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS RE TO-THE-BUILDING STRUCTURE. LAMINATED GLASS AND ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS; LAMINATED INSULATING GLASS s�s AND INSTALLED PER MANUrS INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT Ill.. s= MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WINO LOAD REOUIREUMT WED ON ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. USING APPLICAB YI.E�A�7 TANDARD 0 ZONE I MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 „ ,Q�.�.....•„•.• ff� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE GLASS TYPE AND RDNFORCING TO USE. MAR 0 ®�$ i REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NDT PROVIDE INFORMATION SUP USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION FOR A SITE SPECIFIC PROJECT, Lo. LIFE SAFETY OF THIS PRODUCT,ADEQUACY WITH DESIGN RATtt1G NOTA THAN DESIGN LOAD SPECIFIED IN SCEP T ABOVE t OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR � � WATER INFILTRATION RESISTANCE ETC. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND J `�••,, �?' � CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHALL APPLY TO ENTIRE SYSTEM. ,A��, fir`` AND TO BE REVIEWED BY BUILDING OFFICIAL 't1t�rNj�li TSA` Sheet_1 0t 28 g• 3• (8)ANCHORS �t -•j � - ./�CIUSTER SHOWN M I m 14. _� .... 3 TRACK Z q J MAX. 262 13/16"MAX HEAD ANCHORS m DOOR FRAME 1MDTH 6 S HEAD ANCHORS 14'MAX 48 1/8" ANCHORS IN PAIRS 2.3 OR 4 PAIRS Hm/� lV AT HFAD/SIU./JAmgS AT STILE ENDS SEE SHEET 15. NOM. PANEL WIDTH -AT 3'O.C. 6"MAX. O 1 `3/16" FALSE MUNTIN SEE CHART ON SHEEP 15 CORNERS Ct a a OPTIONAL q (,' _ E FOR CAPACITY \\\ REINFORCING j c AT INTERLOCKS 1 Z m G H .. J SEE SHL i SEE SHEET 13 � ii I /� FOR CAPACITY om . t m 2 1/8hh I ,v _ sq,.L OPQ!Jti. 2 POINT 1 42 1/8" j C SINGLE LACK D.L.OPG. 7D is \ tl II SEE SHEET 24 i• I FOR DESCRIPRON 00 �n o, c Z ii `�-.. POCKET JAMB (-�. SIU.TYPE 62 ANCHORS (SEE SHEET S.S. It dam' 2. 3 OR 4 PARS -� 48 i/8' 48 1/6' & t2 POCKET Tn � AT STILE ENDS INTO CONC. PANEL WIDTH &DETAIL N ON JAMB ANCHORS KIM AT 3'O.C. PANEL WIDTH SHEET 23) SEE SHEET 23 FOR e 3 TRACK CLUSTER SHOWN \ SEE CNART FON OR SHEET 15 iYP.INSTALLATION) JAMB ANCHORS \il„ oiLODUCfREV[BE>D � . . .. . . ... . . ... . . 6" 14" 3" 3 TRACK a PlIfli g witY do Rhf�1A. m .29 H1 MAX. TPP. SIU.ANCHORS 7tN$ no CeA® AcemiA of t7 t2d •xo Dm IN ........._._. ._.._ > 4 a [ � a"1 B^ g• 8• 8" 8' 8" 8'�B' 6814 4 (i)VIEW Cum (2)VIV 0,1150 (2)blip alma (2)W aUSRR (2)KEP CUM (2)qw a2m (1)Im aulms `t 111^rt1,.I fill TYPICAL �(EVATION I � . � n TESTID UNff .j.)y��t` 2• _ S 1 �' MIR05 201 D.L. OPENING •, - drowinq no. D.LO HEIGHT= DOOR FRAME HEIGHT- 9 11/16" D-LO. WIDTH - NOM. PANEL WIDTH - 6' ......• PANEL HEIGHT= DOOR FRAME HEIGHT-1 3/16' err/mail l\�� sheet 2 of 28 �g, 3• (8)ANCHORS /-CLUSTER SHOWN 7.1a-i 2 TRACK HEAD ANCHORSt AX. 190 9/16'MAX.DOOR FRAME WIDTHFALSE MUNTIN 14•MAX.OPTIONAL ANCHORS IN PAIRS 2.3OR4 AM HEAD/SILL AT HEAO/SILL/JAMSs AT STILE ENDS SEE SHEET 15 6. SEE SHEETS AT 3.O.C. o q RS HEAD {r; N 1 13/16'_ 17, 19&21 SEE CHART ON SHEET 15 EA3 MIN. F�ATTACNMENT FIXAl _ C1 FOR CAPACRY -` g REINFORCING ! \\2:• ?O AT INTERLOCKS i H�E A" OPTIONAL �a iI Ii SEE SHEET 13 G 1 ji i H J 1 FOR CAPACITY i a PONT 42 1/6` 42 1/8• SINGLE LOCK D.L.OPG. O.L. OPG• SHEET SEE SH24 ! » FORE SHEET 2N ~ g OW O a' 1, ��' it �, .�• .�° 4 I of�io ==ql.e=r m �N _ 4 I�O+ !, - ! jI °i 11 i� Z i n n alae=_it= rw I ro n 1 - - - r-- m SIU-TYPE 112 ANCHORS 1/g• Ct 2 TRACK 2. 3 OR 4 PAIRS RV 48 1/8• POCKET V1.4% JAMB ANCHORS ! AT SME ENDAT 3.O.C.S PANEL WIDTH `. PANEL WIDTH JAMS ANCHORS A+X9++asae.' I F.yArey�DAtc - SEE CHART ON SHEET 15 FOR CAPACITY R o 2 TRACK n SILL ANCHORS i 6• 14• 3• TYP. CLUSSTEANCHORS � D.LO HEIGHT® DOOR FRAME HEIGHT- 9 11/16^ B1 JillD1Jill D.LO.WIDTH m NOM, PANEL WIDTH - 6• 'S a^o=o ...._.. _,�.._„_ PANEL HEIGHT a DOOR FRAME HEIGHT -1 3/16• °e-'a z o }.:�.i 6• 6` 6• 8• 8• g• n• +11 1=1.1 !Nri S 4 T4%w omen (*up mu W w msan (x11Tv mane t+l fis<!rau�a '� � MAR Q 5 1ti1B ;i;Z (TESTED UNIT) •Z,.,.. Tg5y1•• y TYPICAL ELEVATION ={f: OF W.' drowinq no. W10-31 REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE OPp' MAW ANCHORS (B ANCHORS hiA. $' '7�'� SHOWN^---..-- ,.r"' CL STER SHOWN ,... (SEE SHEET 22)14' EKIT WR DaERIOR 3 TRACK]49`.1178• i48 4178` 97 3/4" HEM ANCHORSDOOR FRAME WIDTH DOOR FRAME RWDTH DOOR FRAME WDTH E MUNM HEAD ANCHORS t4'MAY. HEM ANCHORSOP(iOWJ. ,6 1jr ANCHORS IN PAIRS 2,3 OR 4 PAIRS HEAD/Slit. A7 tOR 4 PAIRS 57tLE ENDS 8"MAX.AT Hfi10/SiLLJJAMBS AT STILE ENDS SEE SHEET 15NOM.PANEL WIDTH AT 3'O.C. 1FOR CAPACITY SILL ` SEE CHART ON SHEET 15 HEM r _ SEE CHART ON SHEET 15 7 ]3ji8" A C E FOR CAPACITY CORNERS 9&a a `- lyOC t ! t ` RWQ=HG m z j I 1 a, AT INTERLOCKS .�o j i D!! H H 0 OSEE FTFOR cNA�P�Acrry z ! �! 2POINT p I cc =c= cc DOUBLE L S 2 ]f8! ! SEE SHEET 2 t ` q.L. ' DESCRFnON ! 42 1/8' 2 PORK 42 7/8' O.L.OPO. DOUBSEE LE LOCKSOPG.mm » I %% %I epi FOR SDE`SCR HEET 2IPAON 1 --- ; c N'�m y O n +rw==lye g Li gczt� $�Ld z� � m g Q F x s x C11 Up +.—....-te i t SILL TYPE 82 ANCHORS48 1/8" 4B tom. w POCKET SILL TYPE B2 ANCHORS R 4 48 i/B` 48 1 JAMB ANCHORS AT CORNER STILE ENDS. 2.AT OSTILE ENDS PANEL Odd --- PANEL ittOTlt pM yJ32yT}t PAN0.WITTM 3 TRACK v SEE CHART ON FOR�� SEE CHART ONAS£ET]5 JAMB ANCHORS S Q N FOR CAPACITY o�Iit . . ... . . . . . . ... . . .. . . z J8. MAX. jyp- C (LU45i€R'CSfHORS �IOR (8)ANCFt0.4S./ SWR 3 TRACK. R (SEE SHEET 22) CLUSTER S. —SlLC ANCHORS m (TESTED UNIT) m n a TYPICAL EL VAT QN >mDUCFCtEY mlappiYGRwntt fbA* fni6TAg� %it�tTltt/Illi I o 0 (Aiecpfauedtai7 (Z1f{• t14AR i "C' droning no. WJO--31 t!t,- ALt� sheet 4 of 8 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 8 PTA WIDTH SSEE CHART ON SSHEE�T 13 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS ro� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. p H L l FOR DOORS USING 901 & 135' CORNER STILESil a S O H UMIT W. DESIGN LOADS TO *60.0 PSF 0 xxx XXO(SHOWN) 0 EXTERIOR oxx XXX(REVERSE) DOOR FRAME WIDTH FRAME WIDTH i NON—REINF.INTERLOCKS O„ I SEE CHART ON SHEET 13—f-,. ii itsZ J11 i H 3Z� L xxxxxx(SHOWN, © UH L^J JT O NOM PANEL WIDTH O © " OxxXXO EXTERIOR q 90'CORNER DETAIL'0'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 O OPWNAL IN LIEU OF J1 G DOOR FRAME WIDTH FRAME WIDTH C rt O J � H 93 Ho-- fPER ............ xxxxxx(SHOWN) GO G EXTERIOR "Q '" \ OH lieAarfilc 90'CORNER DETAIL'D'ON SHEET 22 NON-REINF. INTERLOCKS tRtdN 135 CORNER DETAIL'P'ON SHEET 22 8 OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 AcseptJncoNo 17-w.Ra 5 DOOR FRAME WIDTH _.._.FRAME WIDTH 6ipirariea OAk, � PAHA WIDTH xxxxxx(SHOWN) EXTERIORoxxxxo 90'CORNER Q `✓ 111uuu Tt o 135 CORNER DETAIL PON SHEET 22 NON—REINF. INTERLOCKS \`1��� .. OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 ...• t APPROVED CONFIGURATIONS 1�ONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. f�'L R 0 5 2018 N•'*= � a NON—POCKETED DOORe (NOREINFORCED SHOWN)SEE SHEEP 13 FOR Op AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 0 �: drawing no. SEE S ^ 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ��,p .... to � W10-31 THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBG. � Q81dA4; i'� shsheet 5 of �DOOR FRAME W. _ DDDR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED r. 0.WIDTH NON—REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS 1w�v r---- __ SEE c1uRr ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 1 ARE PRESENT. L 1 t FOR DOORS USING 90' do 135' CORNER STILES q ®o "' - LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 'd I �CL I N _ [r0 u LG R EXTE go, PXXX(SHOWN) 0 RIOR XXXP �vvttt DOOR FRAME WIDTH DOOR FRAME WIDTH a Q EL WIDTHNON-RE1NF.INTERLOCKS qT ry ON SHEET 13 I I H J N I „u I 20 it gtl amf j �0 sp OSI I POT I ........_ I C...,. '� ' M f � s _..... ._.—_____J V C PXXXXXXP(SHOWN) M EXTERIORS DOL'o ON SHEET za 135•CORNER DETAIL'P'ON SHEET 22 �t C OPTIONAL IN LIEU OF J ZZSS v DOOR FRAME WIDTH o W DOOR FRAME WIDTH NON-REINF.INTERLOCKS -0 4 SEE CHART ON SHEET 13 C M 7 ' 0- OH" t s I U��a PXXXXXX(SHowN) U EXTERIOR O O Q PANEL WIDTH O wmucr T v 0 XXXXXXP POCKET CAVITY NOT BY CGI W CORNER DETAIL'a'ON SHEET 22 ink taasilh , NOT PART OF THIS NOA 135,CORNER DETAIL'P'ON SHEET 22 ag F+O OPTIONAL IN UEU OF J A�eBLm Na I 2� DOOR FRAME WIDTH -- DOOR FRAME WIDTH R*rwdra bare I NON-REINF.INTERLOCKS y o I SEE CHART ON SHEET 13 r-- illi _.._.. i TT— H J I H 1 r I . ooazz to Ic P t a � ]o I o 'v; o: i �2 4 PXXXXXO(SHOVNN) 0 EXTERIOR Q `l OH PAN0.WIDTH 0 X71 tt Itr p o OXXXXXP sa COMER DETAIL'O'ON SHEET 22 13Y CORNER DETAIL'P'ON SHEET 22 �A���� APPROVED CONFIGURATIONS OPNOWJ.IN LIEU OF J : ":� POCKETED DOORS (NON-REWFORCED SHOWN) NOTE: 1� 1 il�•°til �' SEE SHEEP 13 FOR DP AND REINFORCING OPIWNS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY, OAR O 5 THREE (3) CRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, drawingno. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, ��,; �;:y W�0-31 AND TO HE REVIEWED HY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. lis lI lilt','' ` aMeet 6 of 28 R IN MAX. FRAME WOni THIS APPROVAL QUALIFIES DOORS WITH APPROVED sEE CHART INTERLOCKS EET t3 CONFIGURATIONS SHOWN WITH 90' AND 13T CORNERS Ar WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 'Y o o ARE PRESENT. H FOR DOORS USING 90' & 13T CORNER STILES 0 m 9 LIMIT MAX. DESIGN LOADS TO t60.0 PSF rc c 2 a a � _.._._.._....... C ®t OH EXTERIORI G1 RJR X0 �Ot x0(SHOWN) ox 8=� o � DOOR FRAME W. MAX. FRAME WMTH O IL� i REINF INTERLOCKS SEE CHART ON SHEET 13� _...._. j 7 EXTERIOR O li F� r(( 1EHRs xx /8 X 3/4'SMS DDDR FRAME WIDTH AT 24'Q.C. MAX, FRAME WIDTH .0 N 1+5 3 � 75n �N Ji t n EXTERIO Ot OXO(SHOWN) W CORNER DETAIL'O'ON SHM 22 *Q11UCrm OXO(REVEESE) OP�HOAAL INRUEEUTOF Jt ON SHEET 22 Ap aiL9tAaF Mali" A "NNS(�/2/S)•20 DOOR FRAME WIDTH MAX.FRAME WIDTH w REINF INTERLOCKS SEE CHART ON SHEET 13 Y33 CH- H �gz G N o 6'-P Gt QH EXTERIORU, a i o OXXO 90•COMMCORt�R DETAIL'O'ON SHEEP 22 XXXX(SIMm) tICOR UER VErAl OF j ON SHEET 22OPTIO NOTE:- BAR Q 2018 APPROVED CONFIGURATIONS q NON—POCKETED DOORS (NON-FtSWORCED SHOWN) 1. CONFIGURATIONS SHO GU TI S F WN OR ILLUSTRATION PURPOSES ONLY. SEE SHEET t3 FOR DP AND REINFORCING OPTIONS 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. g drawing no. TWO (2) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. !20�OF� �J,Q-3 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. � l.. ;'�� Csheet 7„of 28 . � DOOR POCKET CAVITY NOT ST CGI 5 FRAME NOT PART OF THIS NOA V �«--� DOOR FRAME WIDTH ppOR FRAME W. AOR FRAMEREIN qp h INTERLOCKS- SEE CHART #. SEE CHART ON SHEET 13 d -... ii p# LPX # EXTERIOR OW XP(SHOWN) XPXX XP(SHOWN) H W2`M VTHIS APPROVAL QUALIFIES DOORS WITH APPROVED gill CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS o o m WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. ILL _DOOR FRAME WIDTHFOR DOORS USING 90' k 135' CORNER STILES J o g LIMIT MAX. DESIGN LOADS TO 160.0 PSF a NOTE: ra $ ' ° °o E i I'i i I. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. w is 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. R C 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. S �i t # 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. YR C PXXP 80'CORNER DETAIL'0'ON SHEET 22 00 W V 135 ET CORNER DUAL'P'ON SHE22 #�- OPTIONAL p1 LIEU OF d1 Vl . C O 1y DOOR FRAME WIDTH #A h DOOR FRAME WIDTH --....—..........._._._. N#q w NON-REJNF. INTERLOCKSw y 3 $�#' T—i~•-- --- SEE CHART ON SHEET 13 C Z12 �I 1 H H 1 1 - ..._..1 }�.Q .7�Q*- o i M M # I ' # DdICE — (g) EXTERIOR .d (M PXXXXP 10 �DENaOSHEET 22 o 5ORRtERDTt N SHEET 22 cehtaeceNe—I?, OPTIONAL IN UEU OF J0+1fP^ — o x DOOR FRAME WIDTH a w DOOR FRAME WIDTH v $ NON-REINF. INTERLOCKS _-� SEE CHART ON SHEET 13 t I ISIZ t POC3SOF APPROVAL AND 70 6E REVIEWED BY I It #-- � EXTERIOR Q ll K{ PXXXX(SHOWN) 9O'CORNER DETAIL'0'ON SHEET 22 PXXXO 135 CORNER DETAIL'P'ON SHEET 22 OPTIONAL IN UE7 OF J 0XXXP MAR Q 5 2018 _ wm APPROVED CONFIGURATIONS Browing no. POCKETED DOORS (NON-REINFORCED SHOWN) SEE SHEET 13 FOR Op AND REINFORCING DPnONS •�,C$ � W 10-31 TW4 (21 TRACKS sheet 8 oil$ THIS APPROVAL QUALIFIES DOORS WITH APPROVED �■■ CONFIGURATIONS SHOWN WITH 90' AND 135 CORNERS vft � M `n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 - -- o ARE PRESENT. FOR DOORS USING 90' dt 135 CORNER STILES LIMIT MAX. DESIGN LOADS TO *80.0 PSF - " 0 ao� DOOR FRAME WIDTH FRAME WIDTH Q N ti rPANL WIDTH N .OINTERLOCKS3 a SEE SEE cxxxx(SHOWN) a. N XXXX(REVERSE) Q EXTERIOR CO . o`irno DOOR FRAME WIDTH FRAME WIDTH N "� _.._.._. I ..... N ---' NON-REiNF. INTERLOCKS .,��..� � O SEE CHART ON £ET 13 d 3 _C Z� W ' H O r xxxxxxxx(SHOWN) _ O C OXXXXXXO EXTERIOR O J1 H a W CORNER DETAIL'O'ON SHEET 22 NDM. PANEL WIDTH 135 CORNER DETAIL'P'ON SHEET 22 1"BODUlrf IIEYYa r- QFRONAL IN LIEU OF J1 � oTt,�Bwx6s�s 12 tsulC3e+R Cove AteelssalluNo •� -- -- - ----- ------- - - - E*psr+tma bm Dit•ad RoNN reiox!- n B.^•o I�11t It Itr o NOTE: APPROVED CQ).RGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-MNFORCED SHOWN) R 2 FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEEP 13. OFdroving no. SEE SHEET 13 FOR Do AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �\ FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. rr rfln;A sheet 9 of 2 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS A9�� n WHERE STILE CONFIGURATIONS SHOWN-ON SHEET 22 �Y o ARE PRESENT. g FOR DOORS USING 90' & 135' CORNER STILES 0 w J LIMIT MAX. DESIGN LOADS TO ±60.0 PSF " dz I RdNQp .YN 0 �gy o � P 4 Q _^ DOOR FRAME WIDTH FRAME WIOTH _--- g.1; 2 C HOM. PANEL WIDTH NON-REINF.INTERLOCKS Q SEE CHART SHEET 13 H J H H �H ! H�_ - &= I m=ter , O xxxxxxxx(SHOWN) oxxxxxxo © & H� CJ O CH7 EXTERIOR o O o 8O'CORNER DETAIL•O'ON SHEET 22 "o,- EETw 13T CORNER DETAIL'P'ON SH22 oRoDUCf TEVi ; n , OPTIONAL IN LIEU OF J "ft** 0 3 M g eAmepbmaDN.-_I _ ?t •2fl c zE2 61 �o DOOR FRAME WIDTH NOM.PANEL WIDTH Ns H H \:l-J 0- W H g xxxxxxxo(SHOWN) _.._......... _... oxxxxxxo ® Q O O EXTERIOR OH O 90'CORNER DETAIL'O'ON SHEET 22 n m- c m 133'CORNER DETAIL'PON SHEET 22 0 o r s OPTION AL IN LIEU OF J H • c r-" MAR a NOTE: - o APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. - - NON-POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. OF � � drow(ng no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS OUACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. P `�' W10-31 ' SAL 4. DOOR SHALL MEET' EGRESS REQUIREMENTS AS APPLICABLE PER IT3C. �r RR111 11+++ sheet 70of2g THIS APPROVAL QUALIFIES DOORS WITH APPROVEDu 8, CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS /R 4 n — WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Vs o ARE PRESENT, 3 FOR DOORS USING 90' & 135' CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO *60.0 PSF P DOOR FRAME WIDTH C NOM PANEL WIDTH NON-REINF.INTERLOCKS €` DOOR FRAME WIDTH SEE CHART ON 13 CCC My A ^^-- -- G Q m H i O Oita *a IL a S ULT PXXXXP XXXX(SHOWN) O a `- M H EXTERIOR @ �H c C N G 0 FRAME WIDTH 4 NOM. PANEL WIDTH NON-REINF.INTERLOCKS N o DOOR FRAME WIDTH SEE CHART ON SHEET 13 a sy N i 0 M n 3_ I I 1 C Z w H H O— I PXXXXXXXXP (SHOWN) ® �H UH OH o o EXTERIOR Ho 8O'CORNER DETAIL b'ON SHEET 22 c p 135 CORNER DETAIL'P'ON SHM 22 p F` OPTIONAL IN LIEU OF Jt(.pryyj�► 3 TAU,Mgbftwtll&tbt RMd11• o fcode D j AazeLuaecs ho 12 .092 €I= giro imee A h g 1,601-121zlol OAR 0 5 2010 +���n1 (rrAr O APPROVED CO,NFIGIJRATTONS :•t I ,' POCKETED DOORS (NON-REINFORCED SHOWN) NOTE SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. ) 1 *_ $ FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ' +OF ;. � drawing^ no, 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. �''• SDA•'."O W 10-31 POCKEANTAM APPROVAL O TO REIAEWOT ED BY�AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 'e�s���q�-+"�, sheet 11 of 2$ runt THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 80' AND 13V CORNERS r WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22oARE PRESENT.FOR DOORS USING 90' & 135' CORNER STILESLIMIT MAX. DESIGN LOADS TO 160.0 PSF �n LIT 11 FRAME WIDTH y . yl. NOM. PANEL WIDTH NON-RE1NF.INTERLOCKS 0 DOOR FRAME WIDTH SEE CHART ON SHEET 13 Q 1 H H nJ. -1 O- -H I Q It ig c 4 I I A � M L--_. I Uff L 0 PXXXXXXXXPXXXXXXXX(SHDWN) `--® -- � 0 'a c w JO OH EXTERIOR d Q ® OXXXXXXXP POCKCAVITY _ EET 22 PAR OF THINOT S NOA 139 DETAIL'P'0 ,4 CGI W CORNER MAIL'O*ON SHEET 22 OPTIONAL N LIED J sumcrREVIM p 3 al� � RIYLaILoilD lk Radkt Maoce'No -121j{.� OtL is FRAME WIDTH [O " NOM. PANEL WIDTH NON-RE1NF.INTERLOCKS bTsal' U-m� SEE CHART ON SHEET 13 i C [DOOR FRAME WIDTH j-- w 1 H H l o, bS v'1 1gill• 1 L PXXXXXXXO(sNOWN) v Q O Q a8EXTE RIOR U Ll ^n - - 90'COMER DETAIL'0'ON SHEET 22 .- 135 CORNER DETAIL'P'ON SHEET 22 u ry S OPTIONAL N LIEU OF J - ^e HAjj��A @@ qp \\\11LI IIIIII�l O APPROVED..CONFlGllR.4TIONS $F 1 POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: -, •� SEE SHEET 13 FOR OP AND REINFORCING OPTIONS _Y1'; ?*= 7 v 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. FOUR (4) TRACKS itidrawing no. & FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. " RpRy91;'�"��`� �, •... o W10-31 POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, i 1 AND 1T)DE RENEWED BY AHJ. `C(..OSA@. C� l+1 1 l n\\ � sheet 12 of 28 _ DESIGN LOAD CAPACITY-PEP(GLASS) GLASS CAPACITY CHARTS GLASS TYPES GLASS 1TPF.S M IW11. DOOR WUDER 9F INURLOCRS WEELOCSS 'i q 3 pmn WWH PA= W/O RED&A WITH REINK 1901: 41o= AMID En+) INT,(- pm+) Da,(-) 111111ggg333... � 24-1/8 10 no 60.0 80.0 BOA � � al- 3D-1/8 3D-1/8 10 BOA 8o,0 bolo 80.0 p U 38-1/8 02 10 BOA 80.0 80.0 Bon a 42-1/6 10 60.0 80.0 80.0 60A NOM. PANEL'W1DTH 48-1/8 10 00A 60.0 000 sola 64-1/8 8 53.3 93,3 71.1 71.1M 24-1/8 10 OU 60.0 80.0 80A QQ llgq 30-1/8 10 80.o 60,0 BOA BOA �lm� Q a C Q 36-1/B 10 saA 80A 80.0 80.0 84 ....._._......... _ 42-1/8 10 80.0 6flk Sa.O so-O 40-1/8 10 601 �A 80.o 80.0 Z 54-1/8 9 53.3 551 1 71,1 71.1 24-1/8 10 60.0 BaA 80.0 80.0 30-1/8 l0 no 60.0 BOA 80.0 _L_ ..__ 4 36-1/0 9a t0 60.0 no 80.0 BOA NOM. PANEL WIDTH 42-1/8 10 60.0 60.0 80.0 80.0 =! a 48-1/8 8 60.0 60.0 a" 80.0 24-1/a 10 60.0 60.0 no smo ...................-._.......:.,:.n� c � 8 to 80. A no 80.0 ....._._ - 3s-/B 96 /o BO.D bola bolo 80.0 42-7/0 10 60.0 BOA Boo 80.0 O 88-1/8 9 60.0 60.0 solo 80.0 NOM. PANEL_WIDTH O W' auss TYPES P 'C .A• •R, 'At' 'Bt' N INTERLOCSE t` WITH HEW. � OI in;;� exL(4) 640(-} -I o M 60.0 60A 10 - 60D solo APPUCASLE FBC EGRESS 36-1/8 10_ - - no 608 REQUIREMENTS TO RE p ........ ..._.__ - -. REVIEWED BY AH.1. ,_o 42-i/8 t0 BpA 80.0 toz _ 46-1/8 t0 - 60,0 68,0 U A _.... 54-1/8 9 - - 54A S4.4 24-1/a 10 - 60.0 mo 30-1/3 10 - - soo CaoI �B 36-1/0 to - - 60.0 60A " °F1 im6 42-1/8 708 10 - - 60.060.0 6 NO-112.tZf . 48-1/8 10 - - 80.4 solo { arc � o 83-1/8 8 - - 54.4....._.54.4 6, I � 24-1/8 10 - - no 60.0 4ir'Nr44r q Z 30-1/8 t0 - - 60.0 60.0 Cee11Y o0.i 36-1/8 114 10 60.0 60.0 m a 42-1/8 10,.- - - 60.0 Cola 48-1/8 9 - - solo bolo NOTE. - 24-1/8 1a - - 80.0 CoA GLASS CAPACITIES ON-THIS_SHEET-ARE 3D-t/B 10 - - 60.0 60.0Ee EB,1 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 36-1/8 120 10 - - WA 60.0 a x o 10 sao bolo DECLARATORY STATEMENT OCAN DEC-219 4z-t/s 4a-t/B 11 10 rr ` y�"�JGaN •• r` °�° 1 � M 'n i - •; � ......... _...._ drawin no. .p W10-31 SILL RISER REtAS E8 OR E8.1 ARE REOUtRED FOR LOADS °loR1D►; � ABOVE +60.0 PSF ONLY. ^~ rnteRLoass WITHMGss rhtl 111` sheet 13 of 28 W 0 REGSF. 11ITH R8Q4P. -- - 3/16'ANN.CLASS 3/16"ANN. CLASS - ---------- --- -- - -�� 075' Interlayer 075"Interlayer YI SoOex CP With PET Core Saflex CP With PET Core Uy'Easlmon ChemlMl CO.' By*Eastman Chemical Co.' R OR g m 3; 090'Interlayer 090'Interlayer - b a SOfiex Clear And Color Giosa Sell" Clear And Color Glass �y �+ By'Eastman Chemical Co.' OR'Eastman Chemical Co.' u+ gg a 0tivttoyer 3/8'AIR SPACE 00 1 t�rlayer By'Kuroroy Americo, Inc: By'Kuromy America, Inc.' G OR OR 090"IrAarlayer 3/18'TEMP.GLASS 090'Irdedayer 7rnsilol PVB TYosifol PM By 'Kumray America.Inc.' By'Kuroray America, Inc.' 01 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN`0 GLASS O G a rid SILJCANESILICON£ Q�r;C GE SCS 1200 GE SCS 1200 Z Q DOW CORNING 699 m DOW CORNING 899 4 0 = DOW CORNING 995 z OOW CORNt1NG 995 _Z W s N1 `,r w Mi %L EDGE SPACER ro ST. STEEL BY'CARDINAL! OR DURASEAL BY 'QUANEX' BLOCKS OR 2 n AT 1/4 POINTS ON LITES O SUPER SPACER BY'QUANEX W 1 G m GIER THAN 36' a SETTING SLICKS DUROEPDMMETER 85t5 AT 4 POINTS ALL SIZES m ?WSDM DUROMEfER 8535 O GLASS TYPE 'A' VI TYPE 'At' d 7/16'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.CLASS C cF�,oa� $ N'� d 3/16`HEAT STRENb GLASS 3/16'HEAT STREN'D GLASS 3 M O � 075`Interlayer 075'Interfayer SaOex CP With PET Gory SoOex CP WO PET Core By'Eastman Chemical Co.' By'Eastman Chemical CO.' ' C) OR OR 090'Interlayer 090" interlayer `1 Safiax Cleo r And Color Gloss SaOex Cbor And Color Class By'Eoetman Ctwernical Co.' By'Eastman Chemical Co_' OR OR .090'InteA SentryGlas r 3/8'AIR SPACE SD90ryGlas oyer R'Kuraroy America, Inc.' 0'Kurcray Americo,Inc.' 090"intedoyor 3/18'TEMP.GLASS 090'later) r Trocifol PVB Trosifol PV8� o f3 By'Kuraroy America, Inc.' By'Kuroray Americo, Inc.' #"qvCruEvxw boe#� 8 a 3/16"HEAT STREWO GLASS 3/16'HEAT STREWD GLASS v SILICONESlLK:QNE Amprsaee Net 15 2 �r CE SCS 1200 GE SOS 1200 ( Exsrra6"LApe DOW CORNING 899 _ DOW CORNING 899 - i m DOW CORNING 995 $ DOW CORNING 995 a, LL Mwe:"t3 aL radars -- �m�•.•;•; M1 Yt XL EDGE SPACER tl oh ry SETTING BLOCKS :� 3 ST.STEEL BY'CAROMW f4 —.,8 OR `5 ........... AT 1/4 POINTS ON L1TES WIDER THAN 36' ..OURASEAL BY'QUANEK' OR O OUOROM£fER 8555 p SUPER SPACER BY'QWWEX' p ``LAA Ltii �rprrrr 1ga_.�.'@.� 1 1 SETTING BLOCKS R®y �"�^ �.•••'^:"�1� "t �+ AT 1/4 POINTS ALL S12FS EPDM WI GUROMEIER 8535 : 5 •:Si z GIASS TYPE '131 OF :�^ drawing no. 7/16'OVERALL LAMA,GLASS 1'oAMALI OML LAM.GLASS GLAZING ONIONSMAIv r rkrmlL66t � sheet 14 of 3 KSI TYPICALIN CLU 2BY WOOD BUCKS N CLUSTERS TYPICAL ANCHORS i� QIP U CONCRETE AT MIG,STILE SEE NOTE SHEEP 1 AT MTG. STILE IN CLUSTERS I ISN CLUSTERS �Y . ".ffi INTERLOCK ENDS. &INTERLOCK ENDSOOD AT MTC.STILE AT Vlro�STILE METAL STRUCTURES n -- -�E A .SEE•L"Ft4TtT 3 KSI SEE CST 5£�E NOTE'SHEET t &INTERLOCK ENDS &INTERLOCK ENDS - SEE SPEC BELOW -- .FYjR QUAMTMeS '. CONCRETE FOR OUANTME5 SEE CNARP SEE CHART E m 3 5 ° •015T. 3 FOR QUANTITIES :.3 KSI FOR QUANTITIES .4 •. EDG!'t3 °3 Sf6- i .'CONCRETE EWE 3 5/8• 1i .._._ T tl t5 rr n _ g � ANCHOR TYPE A av� � � qro INTO 2BY WOOD BU ANCHOR TYPE A N mx ANCHOR TYPE B iv N ANCHOR TYPE C \ e o WOOD RESTHRU TBY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES INTO 3 KSI CONCRETE 9 OR APPROVED MULLIONS ' DESIGN LOAD CAPACrrT-FSF(ANCHORS) WOOD BUCKS AND METAL.STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO nRAe ANCBORe SILL ANcnoxs MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH $�' (TYPE&R a c) (TYPE S) CA SEE ELEv.FOR sPAC6vG TwwSFER THEM TO THE BUILDING STRUCTURE SPO. FRAME HERO AND SILL. a + owsTta ar comiao AT sTarlI5TO11ocK� slae/411Egw0rl7ms .......- --- • - - -A2 HEAT).-.. ..._ . -..-,__. . _.. . ._ . - .-.. .-.AT JAMS- No ._... . .._. ........_. -.. i V '� Now cm 4 a e 4 6 5 ��*A- /4•x 3-�4'LnTRerna TTY'E�� (Fu=77T Ksl fx=Mss Ks) �i TYPE'A'- fy=tss Ka) 1'MlD:1PWIM txr.(+ 1orL(+`Exr.(4) Ext.(+) W..(4) EK•r.(+ ., m a�a9 iX m INr._ Orr,- Ort- THRU i BY BUCKS M1T0 CONCRETE INTO 28Y W000 BUCKS OR WOOD SPRUCTUR 24-1/2 20.0 - a" - € 1-1/4' MI INTO CONCRETE 1-1/2-MIN.,PENETRATION INTO WOOD C 30-1/8 60.0 - - eao - - T 267'BUCKS INTO CON 38-1!8 8040 - - 76.2 60.0 - n 4z-1/e112 72.4 Sox - 86.7 60.0 - I 1/2°MIN. EMBED INTO CONCRETE I' 1-1/4'MIN. EMBED INTO CONC. OR MASONRY a 48-1/6 86.8 ao.0 - 624 80.0 - SPE 1g_ ' - (F-177 KSL FY=155 KSQ TYPE 18'- 1/4° DIA.ULTRACON Mf TELCO 54-1/8 62.8 71.1 - 521.6 71.1 71.1 (Fw17T KSI,Fy=155 KSI) (J W 24-1/8 6o.o - - 80.0 - - I DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY p 3o--,/e eo.0 - 60.0 - - 2-MIN. EMBED �(( 1-1/4° MIN. EMBED INTO CONC. OR MASONRY CO N 36-1/a 79.5 ao.o - 'I's svo - I 3 TYPE'C'- 4•Dt&SELF DRILLING SCREWS (GRADE 5 On 1` 42-1/8 84 6721 8D.0 - 64.3 60.0 - 'C`- t Ja•DIA SIIF DRt67�tiNG SCREWS (GaaDE 6 vee5) ,T� ( ) N n: 4a-1/e 62.3 80.0 _^ sal aa.o 50.0 I INTO MMI-DARE COUNTY APPROVED MULLIONS i �O MIAMI-DADE COUNTY APPROVED MULLIONS S a: M 54-1/e 5&4 71.1 71.1 55.3 71.1 71.1 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) x C z 24-1/8 eoA - - 60.0 - 30-1/8 70.7 804 - 76A 60.0 - I (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3)THREADS MIN. PENETRATION BEYOND SUBSTRATE ae-1/8 ag2 80.0 - 65.2 eo.o - ALUMINUM: 1/8° THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8•THK. MIN. (6063-TS MIN.) I o a2-7/e go Bt.g ee.o - S8.7 ea0 eao STEEL: 1/8-THK. MIN. (Fy- 36 KSI MIN.) STEEL! 1/8'THK. MIN. (Fy -36 KSI MIN.) U_31 46-1 a 68.7 ao.0 eoA 63.7 80.0 BOA (STEN.O!CONTACT Ya1H AUJMENUN TO BE PLA7M OR PXNTEO) -. IL (STEEL IN CONTACT MIH ALUMOiUM M BE PRATED OR PAWED) CCC��� - �. 60.0 se-t 63. 60.0 - a6 so-0 - (!!! - �y RY�14 (FO=17T KSI,Fyet Ksq INTO CONCRETE OR MASONRY= 2-1/2'MW. ge - INTO WOOD STRUCTURE o 1"MIN. 67.0 W4 00.0 84A eoo ay.0 DIRECTLY INTO CONCRETE INTO METAL STRUCTURE-3/4"MIN. 8Roftcrgcvmo 46-+/e st.g nAeo.o a9.s lag _eo.o 9-3/4-MEN, EMBED INTO CONCR WOOD AT HELI) JAMBS SG-0.65 MIN. pa-inum is bdii _.._ OR - 24-1/8 60.0 SEE SHEET 15 FOR ANCHORS _ �14w n __ � 3 EDGE DIST. 3 5/8- EM OIS7'. EDGE DIST. 3 5/8" EDGE DIST. 3 5/8' N mN b: ,Fa.' I .. e�I .a" y�• � - "t - i?,• � .I �W IL T. } WEEP SIZE P/a" T-1/6-9 �Q o �n�, !c� , ( REFER TO SHIM 15 FOR VARIOUS. S 6 O LJ O.E j ® ® INSTAL APON CONDITIONS. i IyN� ® T T OPTIONAL SLANT SILL ADAPTORS F I Cf 3 Gi C Irl mIp p is i C3 i, DECORATIVE SILL OPTIONAL NCOVER C x ZQQ r4Q L�h c if SFOtf w„rl�r I Atcet,rneteNo1 .(2f .7, g �, £ , F.ryeratLoOeac SILL RISER tk REDD. FOR LOADS P......._ HIGH STRENGTH GROUT Pw&we�r ABOVE+60 PSF a NON-SHRINK.NON-METALLIC SILL RISER j I'c=5000 PSI MIN. E8 RECD. FOR LOADS I o MUTT TRANSFER CGl $HEAR I NDOWSCD Cg Q� ABOVE+80 MF C->-- 10AD5 TO STRUCTURE — �•-� U LJ L.J i e cmm�� � 4- 4 o 3 KSI•CONIC. .e' -x '♦' a. 13 KSI CONC. _ EDGE ILMT.� 5J,'8` DLS W EDGE DIST.• '3 5/8.• EDGE P'it'I� 4 •• • ^SEE SHEET 15 FOR ANCHORS OF �'"F� drowinq n0. THREE (3) TRACK DO-OR DETAILS uF 171,,, [sheet 16 of?g TYPtCAI ANCHORS PANEL WIDTH %.vSEE ELEv. FOR SPAO,NG alli on 1/2•MAX. / 'Y l Ci) ES D.L.O. I H) REINF.AS REOQ. �/�.{N� LOAD BEARINi '�•—f �:J SEE CHART ON % of $' SNLM i Miy� SHEET 13 FOR CAPACITY p C7 C7 ......._ O r0 _ O .. o 0 . :_... Q Co 0 o 0 o � ,• M14A MISA _.... gg E Of C'f E27�— i r" s L.OPG.EXTERIOR NOM. PANEL WIDTH i PANEL WNLL K STI INTERLDCK "(REINFORCED) DOOR FRAME WIDTH (ROWORCED) L TXa OR LARGER Asaxpinec: ^I2t WOOD SUCKS 410 X 1-1/4"SS PH SEMIS ( O 3 PER PANEL AL 9 .+ 2 n PANEL WIDTH 1/2-MAY. N AT ,9'FROM EACH END LOAD BEARING 1/2"MAX AND AT MtDSPAN 1/4-MAX o SHIM I I O.LO� LOAD HEARING �8 X 3/q"5 SMS LOAD BEARING METAL SHIM # L12 PC t SHIM STRUCTURE • ,z TYPICAL ANCff ° SEE TYPICAL ANCHORS - - If TYPICAL ANCHORS FOR SPACI --' SEE ELEY. .- SEE ELEV. FOR SPAt;ING 'IE' FOR SPACING C, 0 ul; IT,_'_ EXTERIOR IMO PANEL EXT. DOOR F2VdE VADTH DOOR FRAME WIDTH 2X6 OR LARGER WOOD BUCK DOOR FRAME WIDTH OR WOOD STRUCTURE O 4I8 -, OF drawing no. W10-31 THREE (a)-MMCK DOOR DETAIIS i I i i/2" .40aR Fi�AA1E HEIGHT 1/2"MAIC. LOAD BEARING • SHIM PANEL HEIGHT I ML OPG. ' m � i EXTERIOR 4. i I , ...d. • � EMeEtt �j _ \� •� z8 Milt MIN SIU.HEIGHT " DWR FRAME HEIGHT 1j2"w• LOAD BEARING MAX. SHIM EXTERIOR d e e 0.4 OPG. PANEL HEIGHT N o � 0 m m I CA a M � � � e rX Z5 C w (Z" L a z z /'/.trftf 11'11\lY 111 " n ami os za-lo rev dons: ES SENT L 150 ASE,!SWIM cm Bpi L f OQ CORPORATION ' g no s ascnp an •}` At- 1�lRO f Y ENGINEERS&PRODUCT DEVELOPMENT some aha•.t• Ot.t1.t OO chm av�x CG! ndow3 and Doors, Ino. f O . 03"SUNSET ORIYE SLTn 22fl u na«wx�nlss» a t4iO4 N.W. 25TH STREET MIAMI,FLORIDa3a9.7a � j �.Mr: N +t.xa.tz I Na cxwcF:nes s>+F£r (CAN,3888) �► W - o Oxa,ea NO CKq=nas V MIAMI, FL, 33172 TEI.,Csa$i 9sa�ssaa FA16(305)2OZ16M -s o' Ilk I*. TE4(345)89S-s58a FAX.(3W)593-8592 _. COMP-ANL w1U-310GI � TYPICAL ANCHORS SEE ELEV.FOR SPACING 1/2'MAX. - PANEL.WIDTH �Y o ^� LOAD BEARING /10 X 1-1/4'SS PH SMS 1 PANEL WIDTH SH �.1 i PER CLIP h H� D.LO.I PER #8 XX 3//44P SS FH SMS 1 g 2 a D.L.O. tip 9ffi 1I - O W ASTPA .FIXED PANEL - D.LO,-„ INTER IDX C NCM.PANEL EXTERIOR WIDTH --.... DOOR FRAME WIDTH oucraryaw C DIl6ttisi7ryp u 0 w � B v.�I?I?-rz 1BY WOOD BUCKS A SEE NOTE SHEET 1 FA tc ayp I Cv 5� l � n .a1tCcMIBL � 3 NM m LOW BEARING K1 L1 & #10 X 1-1/4•SS PH SMS G1 SHIM O PANEL WIDTH 3 PER PANEL 1/4'MAX, O�. AT 16'FROM EACH END M2 LOAD BEARING O LOAD SING y TYPICAL ANCHORS AND AT MIDSPAN SHIM STRUCTURE D.LO. SHIM SEE ELEV. U ( '. FOR SPACING gB X 3/4'SS FH SMS TYPICAL AN RS I 1 PER CUP SEE TYPICAL ANCHORS :. FOR SPAG , �- 1( ., SEE ELEV. . - _...._ FOR SPACING a n � s E27° y , � Ll oma Exr. main >. Exr. EXTER{OR DOOR FRAME WIDTH DOOR FRAME WIDTH DSR FRAME'MUM 28Y WOOD B" Fl.ED PAN L +A^t1H r2 ...� ORWOOD SEE SITE SNURE FFS 1 •. ••• l ,a MAR 0 5 2018j of e/4� drawing no. TWO (2) TRACK DOOR DETAILS W10-31 f�+1?f7n1+`+ sheet 13 of28 i t EAwc- IMP Ruur 1/2'MM ioA4 6FARtNG PANE1 nGHT SHIM X00EXTERIOR I ✓✓ it ; rn er;'• tt •° to A y EMQQi w � Z f2i S - • � fS' n g �5ttL k1EfGHT MAX. 00 v+• w w °'• - •a 8 _ ilk =Q Je(� w �Sp f tv w# ' r e :a iR ail Z -.�.- �_, P a7 gig q �1 � —1 revioiona: , a o idMa 05_2o-10 -• Sf!?�S SEN(Plft 154,YWY WID4t{6 f1ASS SKgi1{Le+a) ABrFA�tQOt3 d:lii2PORATlOA1 't na o e escii ion a eat ok.,5s s'm r o+.ei.}o cea£xal x -- 93WSUtS Ttwrd CT SUM' eLoneAEnrr O - � • 1A���. CGI Windows and Doors. inc. � ��,��� N arzr,,, No eiaurae TM seen 10100 N.W. 25TH STREET MAW FLOWDAassns ar.by x I}. .Ir sro ciw�a�nns s�cr (ca N ansa) Gt o oso},Ia : xo srwtoe mss r MIAMI, FL. 33172 TEl MOM2"4MOO FA)L(a05)262'6BT8 . � , ^s •g" i 7E1..(308j 595-6590 fAX.(SOS)883-8892 COMP^ANL�W14-3106i --- - - TYPICAL ANCHORS �v TFOR E• PANEL WIDTH SPACING , _ 1/Y MAX. ((:71 ES 1/4"WX E '3 c LOAD01 SHIM NG M7sA r �3 IDADSHIM INC MMCIALSTRUC bD.LO. • lY C _._.. TYPICAL ANCHORS at SEE ELEV. q. ,. ._r.... .... FOR SPACING � m Aa C n � d •, 9 7 1 (0 W Z O O N EXTERIOR ' I O t EXTERIOR 010 X 1-7/4'SS PH SMS 7 PER CLQ DOOR FRAME MOTH J PER PANf1. 7X8 OR LARGER AT 18'FROM EACH END WOW DUCKS 1/2'MAX. AND AT MIDSPAN i/4'MAX. N M IOPD BEARING ] dB x 3/4"SS FH SMS LOAD BFAR#iG p y I .•;:'i..n,.K.......,-, ^• ._..__nnY.9"' N METAL 1 PER CUP SHIM STRUCTURE pg MAX.1/2TYPICAL ANCHORS LOAD BEARR6 /-SEE ELEV. TYPICAL ANCHORS FOR SPACING SEE ELEV.ys FOR SPACING . TYPICAL ACFf SEE FOR SPACI If '�UC e sr2Yy � zCO OZnV1 I—imG Dow EXTERIOREXTERIOROtltltoi, - N o DOOR FRAME VADTtI DOOR FRAME WIDTH 2X8 OR LARGER WOOD SUCK OR WOOOD STRUCTURE RAR p 5 2Q�� � ', ki� drawing no. FOUR (4) TRACK DOR DETAILS '' ( aLt�`�� sheet 21 of 2801 Deuuls APPUCABtE FOR 01lfSwE CORNERS ONLY � V ALL DOORS WH CORNER CONFIGURATIONS ARE LIMREO TO*60.0 PSF c i /10-16 X 1/2' m 3 HH SELF DRILLING SCREWS y �� AT 6'FROM ENDS& 12'O.C. Q n 90'CORNER t{+7 135 CORNER c \/ / ---F�1 THREAD 1C ING SCREWS FH THREAD CURING CREWS T1WyI AT 6'FROM ENDS& 12'O.C. AT 6`FROM ENDS& 12"O.C. 1 Q; C �• W $ + MRERED WELDED jowl B is AT HEAD/SILL z �2 ci 1 ^•'^+!Want...=R� �©' =t I M EXTERIOR c EXTERIOR N D.L OPG. MRERED WELDED.MINTS 1� AT HEAD/SILL W N I PANEL YAM PANEL WIDTH I hsa . DOOR FRAME WIDTH DOOR FRAME WIDTH I /10-16 X i/2'HH SELF DRILIJNG S CREWSAT 8'FROM ENDS& 12'OC. 3 5/8" _ a hy�y hhN 1 3/4` 35/8- (4)ANCHORS (4)ANCHORS atdWp�awii turAdh: c N N 15 T' }- t�:oa�ssne a .._. ........... ... 6' _ Aatppasee Nu f c 6'. 6 (s) ANCHORS _- i- (s) aNCHofs °=o Mal O 6. 3. g• 3 8. 3, �6. 3. g• �3• 6. 3. �• � 8 (8)ANCHORS ( ) ANCHORS » 8` I _ 6• 3• `8, 3, 6, 3". 6• �3� 6' 3' �t}�W I •i"? MAR Q 5 2oio droving no. TWO (2)TRACK THREE f3) M4C FOUR f4) TRACK TWO (2) TMC THREE (3)TRACK FOUR f41 TRACK +' wl 0-31 arr1u11+ sh-t22of EXTERIOR MOUNTED V PMETED JAMB TYPICAL ANCHORS � ^ 3 TYPE A.B OR C V AT 6"FROM ENDS AND 0 g 4'O.C.INTO WOOD/CONC./PETAL 1-1/8'MIN. 8'DC.INTO BLOCK ONLY a N a ...a MIN.WOOD E'MSEDTYPICAL PAD PIKE HST TION LOC TIO sEAtANT EDGE Otsr. 4(j-10/2* -s(e'MIN. cew+c LOCK BEo 4 {u Tf8 MIN.METAL TFACISNESS LAC O C u CONC. ICK WOOD c Q8 a ® EXTERIOR -- M Lb --' C) TYPICAL AT PANEL 4 CORNERS POCKET CAM NOT BY CGINOT PART OF THIS NOATO BE REVIEWED BY AHJDOOR FRAME WIDTH 2 ,�. NCM.PANEL WIDTH -01 uARODucraram scv& :z no F no no JZ 0 EXTERTOR MR 0 w �S EI OFhtdrawing m W10--31 ri! Ills`� sheat 23 of 28 CODE PART No. DESCRD'MON MATERIAL MAIM, REMARKS El __ Cd-163 _ FRAME SILL 2 TRACK 6063-76 Cd EXTRUDER FRAME JAMS 2 TRACK 0063-78 CGI EXTRUDER . I —.._ Q E3 CM-184 FRAME HEAD 2 TRACK 6083-TB CGI EXTRUDER - x g E4 CGL-153 EXTERIOR INTERLOCK 6063-T8 CGI EXTRUDER - .. Q F q ES CGI-154 INTERIOR INTERLOCK 6063-76 CM EXTRUDER ES CM-155 MAIN STILE 6063-T8 COT EXTRUDER i•7 CGI-ISIS TOP&BOTTOM HOR2 6063-76 Cd EXTRUDER E8 CCI-157 SILL RISER 6063-76 CCI EXTRUDER - a ESA Cd-161 ALT.SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - n E9 Cd-1S8 INTERIOR TRACK ASTRAGAL 6083-T6 CCI EXTRUDER EtQ C01-159 INTERLOCK REINFORCING(LENGTH m FRAME HL-87 6063-T6 Cd EXTRUDER - FOR ALL PANELS WITHOUT CORNERS Egg Ell Cd-162 FRAME SILL 3 TRACK 6063-Te -CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT E12 CGI-161 MANE JAMB 3 TRACK 6063-76 CGI EXTRUDER - MAIN STILE AT 40"�FROM BOTTOM 0��� E13 I CGi-165 FRAME HEAD 3 TRACK 6063-TIS CGI EXTRUDER — SS MORTISE LOCK (PART #SOD-500) (PS01-0036-117) E14 CGI-166 OUTER TRACK ASTRAGAL 6063—TIS cM EXTRUDER- — ZINC RECESSED ADAPTOR (PART #SGD-503) (P$01-0036-117) Q m EIS Cd-170 POCKET HOOK 6063-75CW EXTRUDER - ZINC HANDLE SET (PART #SM5500) do (PART #SM2300WH) j E16 Cd-121 7/18'MASS C AMNG BEAD 6063-15 .....COI EXTRUDER ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) J E17 CM-123 1'GLASS GLAZING BEAD 6063-15Cd EXTRUDER - --•• EIS CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6083—T6 ------ —FxrraitaQt — DOUBLE LOCft READ. AT 90' AND 135 CORNER PANELS ONLY �} E19 CGI-154A INTERIOR INTERLOCK (Omu—) 60x3-16 CCI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 78' FROMBOTTOM �+i FRO CCI-155A MAIN STILE (OPTIONAL) 6063-TIS- CGI sanuDER _ SS MORTISE LOCKS WITH RECESSED ADAPTORS {PART SHO-3310141) C M E21 CGI-156A TCP&BOTTOM HOmZ (OPTXTNALI 6063-76 CGI EXTRUDER - SECURED WITH (K 1 WITH X 1/2" FH SCREWS E22 CGI-15f'.A ASTRAGAL (OPTIONAL) 6061-TIS CGI Ex1RuflEn - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED L E23 CM-1660 OUTM-TRACK ASTRAGAL(OPTIONAL) 6063-1`6 al EXTRUDER - CONNECTING BAR (PART #HD-3310142) 0 E24 CGI-180 DECORATIVE SILL.COYER(OPTIONAL) 6063-T6 Cd EXTRUDER - ZINC HANDLE SET p w " E25 Cd-164 2,3&4 TRACK FRAME SILL SCREW COYER 6063-T6 CGI EXTRUDER SECURED WiTH (2) 6-32 X 1-1/2' OH MS E26 CM-187 2.3&4 TRACK FRAME HEAD SCREW COVER .............._ 6063-T3 ....—.Cr.I EXTRUDER - STEEL KEEPER (PART #HD-3310143) S o x CrA EXTRUDER _ SECURED WiTH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS � I E26 Cd--1028 FRAME HEAD 4 TRACKE27 cm-Iss FRAME JAMS SCREW COYER(OPi1KINAL) 6063-16 Cd EXTRUDER $"- E29 ME29 CGI-1029 FRAME SILL 4 TRACK 6063-TIS CGI EXTRUDER - M - - -._.......__m___._..-a _ "Q6 ' E30 CGI-1030 FRAME JAMB 4 TRACK 6083-TB Cd EXPRUQER - ....... � c 2� E31 CGI-1057 FEMALE CORNER ADAPTOR(9R) O 6063_-76 CG!EXTRUDER E32 CGI-1056 FEMALE CORNER ADAPTOR(135') 6063 T6 CGI EXTRUDER - C) V O� E33 CGI-1059 MICE CORNER ADAPTOR 6063-TIS CM EXTRUDER - V MI Cd-38V OAZINO BULB VINYL(DUROMETER 75-80 SHORE A) M2 001-171C FIXED PANEL CUP(2-1/2'LONG) 6063-75 3 0 FIXED PANEL M3 Cd-173 FIXED PANEL SHIM NYLON - 2 PER FOXED PANEL �911fiC$6Y1� t MIO OM-176 FRAME HEAD ANnurr&PAD PILE WOOL/NYLON SULUVAN 1 PER INTERLOCK/AS7FL °Lipp' g^mOu z Mit W2320I NG PILE WITH CENTER FIN W00i. -- ULTRAFAB OR EQUIV. - Aaepta®�1x Ne I7-f Z1 .�O M12 - SOTTOM RAO.STIFFENER./'LONG.2 AT EACH END ALUMINUM CCI EXTRUDER 4 PER BOTTOM RAIL E +1� 2 M13 A-51-PRS-T5D-C ROLLER ASSEMBLY AT PANELS WITHOUT CORNF,A5 _ ST/ST AMESBtFRY 2 PER OPERABLE PANG 4 Ls (tl, t,, W44e�rP 6etL" M13A_ 1964 ROLLER ASSEMBLY AT CORNER PANELS 5T/ST AMESSURY 2 PER OPERABLE PANEL eptly y g M14 SGO-500 DUAL MOROSE LOCO ST/5T SULLIVAN ATTACHED TO WO-503 o z z 8 M14A PSOi-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A- M15 SGO-507 KEEPER ZINC SULLIVAN INST.W/2 Ji0X3/4"PH �gIL -5-2018- ,p ._, M1SA SGD-607N KEEPER ZINC INTERLOCKS INST.W/2$10X3/$PH MAR 03- - -- M16 SCID-503 RECESSED ADAPTOR zmc SULLWAN INST.W/2#IOX3/4'FH M16A PSO1-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INSP.W/2#IOX3/4-FH J= a z o M17 SOD-5500 HANDLE SET ZINC SUUNANANIFRL.00 S MIS SM23DOWH HANDLE SET OPTIONAL. RENO SULLIVAN - 1111111"Tllr rAr` oo MIS SCS2O*O SILPRUF SEALANT SILICONE DE - .,pp M20 CGI-177 PAHA.70P&BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUN. 4 PER PANE7. M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQIAL 1 PER lNiERLOCK/RSTRAOAL O y`+' �• M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EM1H. -t3''• 1j :7}^ y '. M23 FUT-12-10042 .550'REACH POCKET SEAL - AMESBURY - - .. S2 - #10 X 1 1/4"LG.PHI.PH.SMS. "T.ASSEMBLY SCREW - 2 OR J PER CORNER drawing no. 0010-3 i ���r 71111 1 11� sheet 240128 1.666 -W i.375 I S70 4 1.815 2.270 060 4`1 p .125 .�.._. .128 1.886 .128 .128 ...640 a o .125 .190 1.650 .260 640 ; M 3.528 FRAME HEAD COYER Q 1.886 .125 lA$5 4.765 .055 Q+ S .77a .190 � .774 .19Q 1.330 .oeo 1.621 640 241vj1.520 2.581 4-.625E SILL COYER .d 4J FRAME JAMB (2 TRACK a a�rc E31 FEMALE CORNER ADAPTOR (90'} E32 FEMALE CORNER ADAPTOR {t35} E33 MALE CORNER ADAPTOR ) .243-Lg� 1.375 � �g g 91 .QBo 1s2Q .. � A FRAME JAMB COYER C S.511.620 1,620 .725 yt n 1 •065 .125 5c' O .545.x_....__ V 1.620 1.508 C 090 .065 s O .664 �- � ,p0 ty FRAME JAMB (3 TRACK) FIXED PANEL CUP p i AsspnaccNa 1_��9 w Ay 00:Ng1 NNo C 2 Z 01 j AMA-,1.1i1i1111rr( o 14ARQ5 201 s -` 1 8T �,v+ droving 'no. r r r��111p sheet 6 of 28 m o N � U m qmm A N F Q p p O p 4$5 � r S }y ifl O i N V � 1 ss( Lilij L —1 p 2m, os-zo-to rev s Ona: �_—_� SEWES 5tNteaEi iS0 ALuM SUDM GLASS DOOR{Lid1) A�FARQSIQ COg2POEllAT1011t s `L no a eso'n,n tion 'V6•.,• l 21.11.16 CEKM mmm CGI Windows and Doors. Inc. 9380 0SUNS TDRIVE, R011UCT =0 AR�i N 0- 1��� ri�w u{n.x7a1 K2 sauite Ike s1 MIAMI,FLORIDA OA 3173SUITE 220 t �.by. run estas r OtAA N.W. 25TH STREET M)AJ176FLaHit?Aaas7a (ca.N. sass) VIa E nus su6r MIAMI. Fl. 33172 76L.(30*)2G"lW F.4X(3W)2828978 iEL(3OSj 593-6590 FAX(368)593-6892 COMP-AK W14-31CG1 I a� u u a vw � x a � a z a a Q1 a� � ar ti✓ a\ N N � z a a\ — 1 o "jilts � ° dob: 05-x0-1, rehsons: StRiES SENfM1El 15D ALUM SLMM BASS DDDR(LW) A4PAROOQ CORPORATION 7�a o o date I by rlasc� i it„ f ENGINEERS&PRODUCT DEVELOPMENT CGI Windows and Doors, Inc. nasosUt�ETDRtv�sunEaao ns 4 w,777.1 wo awrcc nag acct on .0 10100 td.W. 257}# STREE7 MIAMI,FLORIDA 53178 (C«R.A.3638) „ae.,7 NO CAME TR swccr MIAMI. FL. 33172 -ML pos)284aloo FAX f3,Si26ZeWS ,aoi.le�., wn cwv+ce nag sr�r .may(Sos)59J-639, FAX.(3,3)89.7-8592 COMB—•ANL Wi6-31CGt