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HomeMy WebLinkAboutNotice of Acceptance, NOA MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.2ov/econ1my CGI WINDOWS and DOORS,INC. 10100 NW 25 Street Miami,FL 33172 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade.County) reserve the right to have this Product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted , manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 150" Aluminum Sliding Glass Door w/wo Reinforcements—L.M.I. APPROVAL DOCUMENT: 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.,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 %2"at Head/jambs&1/2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into conn . 4. Units containing 900& 135°exterior comers must be limited to Max Dp=+/-60 PSF. See sheet 22 for anchor layout, LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NQA 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 Oficial. 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 I. Chanda,P.E. QMIARMADEOUNTY NOA No. 17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 b��� Page'1 CGI WINDOWS and DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10 31 Rev L,titled Series"Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28,prepared by 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° comers,prepared by Architectural Testing, Inc.,Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed,P.E.(submitted under file#15- 0619.06) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1 3-TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/Pockets & OXXX,prepared by Certified Testing Laboratories, Test Report No. CTLA-3011-W&-W-1, dated May 22 &23,2014 respectively, both signed and sealed by Ramesh Patel,P. E. (Note this test reports have been revised by an addendum letter dated SEP 24, 2014, issued by Certified Testing lab.) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202=94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh Patel, P. E. along with marked—up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel,P. E. along with marked—up drawings and installation diagram of a series 238 Aluminum Fixed Flang 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 04/16/15 and revised on 03/09/16, signed& seal d by Ram sh Patel, P. E.. �Crl, ,a, \ .1", "S i shay I.Chanda,RX. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 12 Approval Date: April ,2018 E-1 i CGI WINDOWS AND DOORS.INC. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continue) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with.marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham,P. E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD (OX)prepared by Architectural Testing, Inc., Test Report No. ATI-00733.03450-18, 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 51h 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(D PVB Glass Interlayer", expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 511 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. I haq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date: September 22,2020 Approval Date: April 12,2018 E-2 i i I j CGI WINDOWS and DOORS.INC. NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA#15-0619.96, expiring on Sep. 22,2020. 2. Test proposal for the qualification of Butacite®PVB glass interlayer by&uraray America, Inc., as well as Duraseal®.and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E. 3. Test proposal# 14-0198, approved on 02/26/2014,signed by Ishaq I. Chanda,P.E. 4. Test proposals# 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E.,test proposal# 11-1225 dated DEC 16,2011 signed by Jaime D. Gascon; P.E. Test proposal#09-1073, approved on Nov. 05,2009 and E-mail test proposal dated 07-119- 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 (6th edition) and No Financial interest,prepared by Al— Farooq Corporation, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHER 1. This NOA revises NOA#17-1011.18,expiring 09/22/2020. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1218.20 Expiration Date, September 22,2020 Approval Date: April-12,2018 E-3 a z q OD h m � IL N C OO�.m U IL Oo�si Qac< ,°t � o rc U, IILizNi<o Q Z I, O 3 N � N Q 10 C I rI D h 00 0 U O I A Q w xx H E LL c J4 CF-N o n 3 N M7 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, d v 3 SHUTTERS ARE NOT REQUIRED. E C z�N 6 30 ° � 0�3 SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR E3 V o ji Rt•DUC f XEVIM DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON thown tir O DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING kMin6 C«4 Acceptuce NoZ-let Z!1 MEETING STILE COMBINATIONS TESTED AND'SHOWN IN DRAWING DETAILS, APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED ro�ctCaanol z BY BUILDING OFFICIAL. , 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 8 a REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE a 3 0 INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS - TO THE BUILDING STRUCTURE. LAMINATED GLASS.AND---- =m e ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: LAMINATED INSULATING GLASS 'a°o o=o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LARGE/SMALL MISSILE IMPACT -2 z G MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON VELOCITY,ALL SHIMS TO BE HIGH IMPACT, NON–METALLIC AND NON–COMPRESSIBLE. USI GINAPPCABLE ASCEG7 STA DARDND ZONE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT P ry �J •.••• Q�� i _ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE- SST DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR.THE GLASS TYPE AND REINFORCING TO USE. MAR ® REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. 5 B!o• o a c THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION FOR A SITE SPECIFICPROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ( –0 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR IN STEP 1 ABOVE. WATER INFILTRATION RESISTANCE ETC. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 ••• STA °F •�(y� 9 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, •'•• 01:x' ��.`� �A�•1 Z•I SHALL APPLY TO ENTIRE SYSTEM. ' ... (9 YY I 0—J 1 AND TO BE REVIEWED BY BUILDING OFFICIAL - ''��SS 6' 3' (8)ANCHORS -_CLUSTER SHOWN �U m 3 . m 14' __ 3 TRACK Z q MAX. n 282 13/16'MAX. HEAD ANCHORS F k 2 m DOOR FRAME WIDTH Q a ^ HEAD ANCHORS 14'MAX. C!o ANCHORS IN PAIRS 48 1/8' 2,3 OR 4 PAIRS HEAD/SILL O AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 d Tu w NOM. PANEL WIDTH O LL AT 3'O.C. 6'MAX. t 1 13/16-IN. FALSE MUNTINTIONAL _ - SEE CHART ON SHEEP 15 HEADN SILL --, O V N r MIN. OPTIONAL /� (,` E FOR CAPACITY CORNERS I IT �0�y �urc \ 1 Ir REINFORCING AT INTERLOCKS UwZ) OPTIONAL G SEE SHEET 13 FOR CAPACITY QJ w mJom10 f-QLL aN b H 2 1/9.1 w = I.L OP OI 2 POINT 42 1/8' j J C n . SINGLE LOCK D.L.OPG. I ¢ $ m o Ij jl SEE SHEET 24 FOR DESCRIPTION z N a --= ^r-I�r I 1 0 Y �, Oci ri 0 II II I�rdlOf �0 v z 0w =-�1"--=7F-= Qat i 3 � p rn o. r_ 'zi5 n 3N1)m 1 1 7 n gzu t, 1 d -03 Q Ym l 2E-j 8 D F aoi 30``" -n C7�Q r x POCKET B W O m SILL TYPE B2 ANCHORS (SEE SHEEPJAM6, 8, 11 Fr az 2, 3 OR 4 PAIRS 48 1/B' k 12 in AT STILE ENDS INTO CONC.� 49 1/8 PANEL WIDTH &DETAIL M ON POCKET (6)ANCHORS AT 3'O.C. PANEL WIDTH SHEET 23) JAMB ANCHORS O w�i 3,TRACK CLUSTER SHOWN (SEE SHEET 23 FOR JAMB ANCHORS �` SEE CHART ON SHEET 15 TYP. INSTALLATION) i N FOR CAPACITY 2 0 RiO _ DUCf REVIS90 � . z J 6 14' 3 TRACK IAAdin 3' oc.eaoply* ith Pre Fio idi MAX. TYP. a.& n SILL ANCHORS Aaept�ece No 17-12! •Zv E>.pirtllr pate B — l( TR N O p P/O�HCI�Jv�I > I _I �Oa 220 B' B' (1)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP CLUSTER (2)WEEP MUM (2)WEEP CLUSTER (1)WEEP CLUSTER TYPICAL ELEVATION 592 TESTED UNE = o a MAR 5 1018 �' • , �; o D.L. OPENING ,�' �F ��� drawing no. D.LO HEIGHT = DOOR FRAME HEIGHT- 9 11/16' FfSTATECOR10}•.�' \� ` D.L.O. WIDTH = NOM. PANEL WIDTH - 6' s ••• PANEL HEIGHT= DOOR FRAME HEIGHT -1 3/16' ���iSi���AL1�1�aaa`�� sheet 2 oft$ _ �6' 3' , - (8)ANCHORS r, `CLUSTER SHOWN 4 V v NP. 72 TRACK `v n 1 1 HEAD ANCHORS o Z q n n MAX. O 190 9/16'MAX. w ro I DOOR FRAME WIDTH Q f Z n a FALSE MUNTINO o"s o OPTIONAL ANCHORS IN PAIRS HEAD ANCHORS 14'M"' O w N AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL IL N AT STILE ENDS SEE SHEET 15 6' MAX. SEE SHEETS AT 3'O.C. O�WN 1 13/16 17, 19 h 21 SEE CHART ON SHEET 15 HEAD/SILL �3 > r MIN. FOR FIX. PANEL Al FOR CAPACITY CORNERS 2 OZN ATTACHMENT ��-� .- ., io O'K M. 0 mmp m 1n Q W 0 m^ REINFORCING I 4.Z m-m ===7F APTINTERRLOCKS J Z m Q J i it H J 1 SEE SHEET 13 j ONALQ w II II FOR CAPACITY I 0 c it It== I � i M S2 2 POINT 42 1/8' 42 1/8' I U e SINGLE LOCK D.L. OPG. D.L.'OPG. z 1D --- --=-T=== SEE SHEET 24 tO n x N o ii ii FOR DESCRIPTION z i _� N r m C3 W .'�.. o ��I r 0m I o m 0 F- L I 0 m 0 II II H I N 01 N b O I 3 M I O M h cYi m l Z 4 N B1 01 ani 3 C) W — g v-m � _ T #s+ocuctaEyBep o mZ SILL TYPE 82 ANCHORS 48 1/8' ~�PTY"6'iU14 2 TRACK $d 2, 3 OR 4 PAIRS 48 1/1' POCKETa9 Cade FSO JAMB ANCHORS 'a�'o AT STILE ENDS / PANEL WIDTH JAMB ANCHORS Aatl�raece No\•� �•� y AT 3'O.C. PANEL WIDTH ELRirrliaa py11$:�p i i SEE CHART SHEET 15 FOR CAPACITY + ,•` � o FO • 2 TRACK Rad roda�l Com __ 3W3 SILL ANCHORS 3 a U (6)ANCHORS-, Tlp. CLUSTER SHOWN - - D.LO HEIGHT = DOOR FRAME HEIGHT- 9 11/16' a o-_ Bl D D.L.O. WIDTH NOM. PANEL WIDTH - 6' PANEL HEIGHT = DOOR FRAME HEIGHT-1 3/16' O e' 8' (2)1W aurna (z)VIV WITU (I e `%'11®1I'H��'�4 d •i (tl yr alartx w.1r ausrtn I J�1...... MAR'0 5 2010 =1,;CENS�c •,o : n . (TESTED UNIT) TYPICAL ELEVATION �� STATE OF •'[Ij�� drawing no. REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. V',�sS,mnrop••C9a.� W -3 o 6' 3" LUSTER SHOWN CLUSTER SHOWANCHORS N 72z ANCHORSr' O� (SEE SHEET 22)- � WNv•EXTERIOR EXTERIOR n3 TRACKy ra 1495/16' 146 9/16' 97 3 4- HEAD ANCHORS "�/ 2DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTHz•••m0 �o` U FALSE MUNTIN HEAD ANCHORS 14 MAX. HEAD ANCHORS VOPTIONAL 48 I/8. ANCHORS IN PAIRS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6'MAX. 4NOM. PANEL WIDTH AT 3'O.C. SEE CHART ON SHEET 15 HEAD9 SEE CHART ON SHEET 15 1 ' FOR CAPACfiY SILL 1 13 16'FOR CAPACITY CORNERSMIN. 7 odcp0 IL 13 I I REINFORCING AT INTERLOCKS OPTIONAL .J 2 104 a uJl a I M II H SEE SHEET 13 IH Q w m 5 ri J I II I FOR CAPACITY P % H N 0 z 1 =1i-===i� = 2 POINT Z N I Ir �1 DOUBLE LOCKS %• = n 2 1/81 I SEE SHEET 2 I.L OP01 FOR = I DESCRIPTION 42 1/8' 2 POINT i 42 1/8' m OS2 D.L.OPG. I II 11 w \ 1 DOUBLE LOCKS D.L. OPG. m SEE SHEET 24 I z it /1/ III N ///• m -� ///• " 1 ///• en FOR DESCRIPTION o m 8LQ LJ 0 In I QO II II W� e O 11---II w O "I � za; p2U OicJ.l W CZL � 0 POCKET - . SILL TYPE B2 ANCHORS 48 1 8' _ _ 48 1/8" , 48 1 8' Inz .0 SILL TYPE B2 ANCHORS - / z JAMB ANCHORS 2 OR 4 PAIRS 2. 3 OR 4 PAIRS / PANEL WIDTH 48 1/8• PANEL WIDTH �,G AT STILE ENDS PANEL WIDTH 3 TRACK " AT CORNER STILE ENDS. PANEL WIDTH o z SEE CHART ON SHEET 15 AT 3'O.C. JAMB ANCHORS o FOR CAPACITY SEE CHART ON SHEET 15 o N FOR CAPACITY o 3�w EXTERIOR (4)ANCHORS / ANCHORS JJ O 3 TRACK EXTERIOR vii MAX. TYP. CLUSTER SHOWN (SEE SHEEP 22) (TESTED UNIT) CLUSTER SHOWN SILL ANCHORS C al ._ UNIT) TYPICAL ELEVATION •�O`o^o o MIODUCt REVEM o n o®ptyTM with ihF7niiL - . �itldln �� Tµ111111 qT o Aocmtance No (19 MAR D 5 oma o�T� •AN GENSg , Fes•" �f�i ?�_o ' O•,1,.1 �rATeOF % S.......1•�G � W10-31 �i�� fllAl 1�TTT�` sheet 4 .1 28)1 UDOORFRAME WIDTH- THIS APPROVAL QUALIFIES DOORS WITH APPROVED7-fll� FRAME W. ANEL WIDTH NON-REINF. INTERLOCKSCONFIGURATIONS'SHOWN WITH 90' AND 135' CORNERS SEE CHART GN SHEEP 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22H ARE PRESENT. m L FOR DOORS USING 90' & 135' CORNERSTILES y miLIMIT MAX. DESIGN LOADS TO ±60.0 PSF - `" aQ"`vc XXXX XX(SHOWN) © OH EXTERIOR © LLXXO XXX(REVERSE) m °oDOOR FRAME WIDTH FRAME WIDTH a a~appNON-REINF. INTERLOCKS p rySEE CHART ON SHEET 13 4'1 m:oH 2J1 aLHf y•d y O iF � b Jo o- K o L n o C I XXXXXX(SHOWN) © EXTERIOR 0 J7 I XXXXXX 90'CORNER DETAIL'0'ON SHEETN.M. PANEL WIDTH L `� 0 I� in 135'CORNER DETAIL'P'ON SHEET 22 O OPTIONAL IN UELI OF J7 z p w OfN DOOR FRAME WIDTH FRAME WIDTH C N PANEL WIDTH W N� NM m = @G) 0 cd 'O Ti 1'1 n H. H C Z n o K g U��)�-j O XXXXXX(SHOWN) © EXTERIOR Q Q PRODucr QEVLMD 90'CORNER DETAIL'0'ON SHEET 22 uanmpltl�g with the N.Ak 0 135'CORNER DETAIL'P'ON SHEET 22 VN.11-REINF. INTERLOCKS hiking Cock OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 Aomplauce No (7(ZTA•� DOOR FRAME WIDTH FRAME WIDTH A �S�O11 o N c PANEL WIDTH a W z IVr•m' Pniioei feMNi ��3 n U G H J H °'u1 61°zU rc w H H 4Q j s, s• ,r; ry T- 2° o N m o 0 0 . o z z o c O XXXXXO(SHOWN) EXTERIOR 0 4@ . RNER ETAIL'0' WSHEET OXXXXO 19 5'`CORNERDDETTAIL'P'OON SHEET 22 NON-REINF. INTERLOCKS N `��O p M, SEE CHART ON SHEET 13 "••• OPTIONAL IN LIEU OF J \� 'P.•V 13F••' ii I .. . NATE: MAR o Zara �• APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. drawing n NON-POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON,REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. O.•• _TE DP drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS _ �lM^` 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. _ '. s'�goR1DT;.•'G>�� yy� -31 THREE U TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. NAL,, sT111I l 11111 sheet $ of 2g DOOR FRAME W. DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED V Oo ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS IA� n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN_ON SHEET 22 X11 I _ I � ARE PRESENT. m r" H L I FOR DOORS USING 90' & 135' CORNER STILES 0 mol J M r I v LIMIT MAX. DESIGN LOADS TO ±60.0 PSF "m ia° Q IL i s 0o i M I 0'0co1 L-- CL N MO OH E RIOR OH © ir O PXXX(SHOWN) 1• XXXP DOOR FRAME WIDTH a O C A o DOOR FRAME WIDTH 0 a c NEL WIDTH NON-REINF. INTERLOCKS 0.IL 0 r---- ---i SEE C ON SHEET 13 O: T a n --� Q W o 1 H J H I I I LLZtlI_o W c J o O1 o o f i o x i Q o is 6• o- ro o- ai is o 1 0 o I M M I I a I r;L PXXXXXXP(SHOWN) EXTERIOR90'CORNER DETAIL'0'ON SHEET 22135'CORNER DETAIL'P'ON SHEET 22OPTIONAL IN LIEU OF J c�DOOR FRAME WIDTH DOOR FRAME WIDTHNON-REINF. INTERLOCKSSEE CHART ON SHEET 13 26 � Ha o f M K I U��t2 L_ PXXXXXX(SHOWN) LOCKET OEXTERIOR PANEL WIDTHXXXXXXP CAVITY NOT 13Y CGI 90'CORNER DETAIL'0'ON SHEET 22 o Pvug with the Florist NOT PART OF THIS NOA 135'CORNER DETAIL'P'ON SHEET 22 fum.s Gde w _ OPTIONAL IN LIEU OF J AO PftamNo 17-ZIN.76 DOOR FRAME WIDTH - E.lontyr Dare �tJ DOOR FRAME WIDTH ` o C5 NON-REINF. INTERLOCKS SEE CHART ON SHEET 13 P ,q. ` I L r-- I u I s I H J H m w w I� H H IU 0 � ly y_ 10 m 0 S, 6 IO o 14 I od- . 0 I M N I q o_ - O PXXXXXO(SHOWN) O O EXTERIOR O O O PANEL WIDTH O O 1111111114 OXXXXXP 90'CORNER DETAIL'O'ON SHEET 22 135 CORNER DETAIL'P'ON SHEET 22 APPROVED CONFIGURATIONS OPTIONAL IN LIEU OF JIlt - `� �' + R•'• I I _POCKETED DOORS (NON-REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS NOTE: MAR 1018 -_*'�/�'11' 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. O _ 1t' THREE U TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. '�0' /1 of ;��� drawing no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS-AS APPUCABLE PER FBC. W�0-31�/i S�O�fq�`•(G��`` //T/nnU111` sheet 6 of28 - ----- ---- _ - DOOR FRAME W. - -- - - MAX. FRAME WIDTH -- - THIS APPROVAL QUALIFIES DOORS WITH APPROVED V REINF. INTERLOCKS SEE CHART ON SHEET 13 CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS 11� n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V o ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES h m ;a c1 LIMIT MAX. DESIGN LOADS TO ±60.0 PSF "9 o QIL 'Tn O K7 O EXTERIOR Gt a w XO(SHOWN) C ox 8n m v D-P DOOR FRAME W MAX. FRAME WIDTH 0 REINF. INTERLOCKS W H O N SEE CHART ON SHEET 13 Q w DLL N K7 W U)o w Jt'WS oE H o- QW01f K O 0o L1 O � N v N K1 EXTERIOR XX o n N L N v O ABX 3/4'SMS z Cl w DOOR FRAME WIDTH AT 24'O.C. MAX. FRAME WIDTH v I- V) 4 C O=N o t to N I N H 3NM o J7 O M n �3 3 � b y O_n o 71 J1 OH EXTERIO G1 0 OXO(SHOWN) 90 CORNER DErAIL'0'ON SHEET 22 VDODUCfnVW.& OXO(REVERSE 135 CORNER DETAIL'P'ON SHEET 22 as oompbisgaith de Florid& OPTIONAL IN LIEU OF J1 TosMlas lode Aaceptuce Ko 7/Z/A•20 . Ea'ptratia Date DOOR FRAME WIDTH MAX.FRAME WIDTH z REINF. INTERLOCKS Ntdr oi>ol'CbpYd SEE CHART ON.SHEET 13 c H H u ��o m G1 J7 o Gt o a L o s z o G7 � EXTERIOR J1 O G7 O OxXO 90'CORNER DETAIL'0'ON SHEET 22 XXXX(SIMIIAR) OPTIONAL-INR LDETAIL'P IEU OF J7 ON SHEET 22 [-.. CAPPROVED CONFIGURATIONS �^e NOTE: LD1R 0 5 2018 (NON-REINFORCED % _ -NON—POCKETED DOORS (NON-REINFORCED SHOWN) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. -tel t, SEE SHEET 13 FOR Op AND REINFORCING OPTIONS i11 (r` O 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. pA'toRtrsTATkot•.p TWO (2) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. •' ��.` •.iVA ' 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. � �r ��L%t����` sheet 7 of 28 � DOOR POCKET CAVITY NOT BY CGI - - - ___ FRAME NOT PART OF THIS NOA --- - -- - - - --- --1� V_ chi — -- WIDTH I I DOOR FRAME WIDTH DOOR FRAME WIDTH 1-. n DOOR FRAME�W.� NON-REINF. INTERLOCKS o_ SEE CHART ON SHEET 13 m l i I 7r O q Is ail-• Itj W It I H IU O IY IY ailU ly / Z R a toIUO 10 0 G to �i a e m 0o la is la 4" o- la 0Op.V_.o col O 1 M K7 o I 1 O (NY o I I o I M I L1 O EXTERIOR K1 --- O EXTERIORPX O O O {Nu H L1 � 7 LL XP(SHOWN) PXX(SHOWN) (� !" xxP C' o THIS APPROVAL QUALIFIES DOORS WITH APPROVED G a o ~ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS C d b WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 DOOR FRAME W. ARE PRESENT. DOOR FRAME WIDTH \ ?O p J FOR DOORS USING 90' & 135' CORNER STILES J O�2 V LIMIT MAX. DESIGN LOADS TO ±60.0 PSF Q w m f NOTE: U �I i I .-. 1 U O1F U I i. Y 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r2i-,-�n- O.Z. ia 'O ° ioo 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13.I M M I I I 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ,�o4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC. ..EXERIOR J1 nPXXP 90'CORNER DETAIL'0'ON SHEET 22 i135'CORNER DETAIL'P'ON SHEET 22 -OPTIONAL IN LIEU OF J1DOOR FRAME WIDTH DOOR FRAME WIDTHINON-REINF. INTERLOCKS - diSEE CHART ON SHEET 13C) IYa 0o y r; �1. si IY tii g U�m jp o- o- ro �C Oj j0 VI o la al la Oat O I M M I __J VCtREVMW 71 EXTERIOR O OJ O. ODS PXXXXP 90'CORNER DETAIL'0'ON SHEET 22C� h 135'CORNER DETAIL'P'ON SHEET 22 P o����p u OPTIONAL IN LIEU OF J E1Pt'wlioo Dq�—"+-� o p DOOR FRAME WIDTH Cdr Au -01 0 3 n DOOR FRAME WIDTH `S aNi N SEE CHART ON SHEET 13ON-REINF. INTERLOCKS LL IU�O ✓ N 4- IU wOoo n 10 POCKETS ARE NOT PART OF THIS APPROVAL c o ao la a O I M K1 I AND TO BE REVIEWED BY AHJ. C_O a I L-- IF if \\11111111�� EXTERIOR ( PXXXX(SHOWN) 90'CORNER DETAIL'O'ON SHEET 22 O ��'J .�'... PxXxCl 135'CORNER DETAIL'P'ON SHEET 22 XXXXP OPTIONAL IN UEU OF J �• �= _, a `` oxxXP LIAR 0 5 2018 APPROVED CONFIGURATION POCKETED DOORS (NON-REINFORCED SHOWN) �'p 4�k0 ^. `���` drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS ''�Sg.�OAI� C��.` W10-31 �/uln11g1 sheet 8 of28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS ro WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 m ARE PRESENT. z FOR DOORS USING 99 & 135* CORNER STILES 0 LIMIT MAX. DESIGN LOADS TO *60.0 PSF < IL "1 ow0 m a , 00-10 0 80�m DOOR FRAME WIDTH FRAME WIDTH = .PANEL WI Ira 0 NON-REINF. INTERLOCKS cr 00�-. . /-SEE CHART ON Sy.7ET 13 0 IL 0< . to no: w4ll-o r z S-82 a 0 M:5 j ZME w u L j XXXX(SHOWN) oxxx xxxo XXXX(REVERSE) EXTERIOR Q Q g 10 0O 0 ow ff) r vFwc DOOR FRAME WIDTH FRAME WIDTH C-4 0 NON-REINF. INTERLOCKS -0 Bi SEE CHART ON EET.13 0 OgC H6-5 r A 0 LzL XXXXXXXX(SHOWN) L oxxxxxxo EEXTERIORq f5 901 CORNER DETAIL'0'ON SHEET 22 '2NOM. PANEL WIDTH c 13V vwmicrunmp 3 CORNER DETAIL'P'ON SHEET 22 0 .. 0 OPTIONAL IN LIEU OF JI uc pl)iag with The F&SAft v 6 11.4.gco& > Amlot.ueNo E>pimtl-Dot. &a-.e CPR0 :x o it, I I MAR r`'5 7 NOTE: DS92 APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 40 1 drawing` no. I NON-PQCKETED DOOR (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE S.HEET 13. F 14-f SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. W10-31J FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER F8C. fit THIS APPROVAL QUALIFIES DOORS WITH APPROVED 1.m,"2 � CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS .� WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 of ARE PRESENT.FOR.DOORS USING 90' & 135' CORNER STILESa^,LIMIT MAX. DESIGN LOADS TO 160.0 PSFb'R N V p LL��M oo .oircLLDOOR FRAME WIDTH FRAME WIDTH _=VNOM. PANEL WIDTH NON-REINF. INTERLOCKS " .JSEE CHART 0 SHEET 13 t rH •HHc 00 0 G o u5S n O XXXXXXXX(SHOWN) ? w OXXXXXXO G2 HO Q Q 9 EXTERIOR © Cox N o 90'CORNER DETAIL'0'ON SHEET 22 0 135'CORNER DETAIL'P ON SHEET 22 •RODDC C REYMP ;NM m OPTIONAL IN LIEU OF J O°0°mpwm with LlD F7rrt1i0 p M n ItvMinj Qodo Gi 0 3 h A—pWa No 1Z1ZTfr••Zp E G Z-, EipLs4w Dilt� � 6 3 c 0 DOOR FRAME WIDTH es• �54� ��, ,— O NOM. PANEL WIDTH qyy: aC-s" V O O _ H J H ic 0 c L3XXXXXXXO(SHOWN)OXXXXXXO © HO O Q O EXTERIOR OH OH390'CORNER DETAIL'0'ON SHEET 22135'CORNER DETAIL'P'ON SHEET 22 OPRONAL IN LIEU OF J • z o O ' �1T1LnuLrgr o , MAR p 5 . ��o +, ,, o NOTE: �•;�. 7 592 3 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. ��//Ir ATeoF (y/� drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 4i 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. FOUR (44) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �,��OMAlI� �� rrr11111 sheet 10 of 28 - -- ------- THIS APPROVAL QUALIFIES DOORS WITH -- --- CONFIGURATIONS SHOWN WITH 90' AND 135* CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z FOR DOORS USING.90' & 135* CORNER STILES LIMIT MAX. DESIGN LOADS TO 160.0 PSF Qa 'L�.1 0 00 0 DOOR—.r WMT" 0 t'mm NOM PANEL WIDTH NON-REINF. INTERLOCKS a� DOOR FRAME WIDTH SEE CHART ON S 137 2:m 0120 m M 00.04 '4 0 a ir at z WO .0 0 Z MOE 0 0 NOM PANIL WIDTH aJW lIa a. OM 7 PXXXX (SHOWN). EXTERIOR OH@ 0c, XXXXP 0 ta 0 FRAME WIDTH NOM. PANEL WIDTH NON-REINF.INTERLOCKS 04 T EE C ON SHEET 13 S0 cli DOOR FRAME WIDTH 7- ro H 0 ltz 0- 0b 0 0 PXXXXXXXXP (SHOWN) 0 EXTERIOR 90'CORNER DETAIL'0'ON SHEET.22 vs 1335 CORNER DETAIL'P'ON SHEET 72 0 OPTIONAL IN UEU OF J f lb ON REVISM i Cc C.10 Awpip—NO ftt. k� ""AV 7-- MAR 5 2018 OtY a �0 APPROVED CONFIGURATIONS POCK ETED-JaPDR5 (NON-REfNFORCED SHOWN) NOTF- ' SEE SHEET 13 FOR Op AND REINFORCING OPTIONS1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �') I 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. drawing no, Wlo_31 FOUR (4) TRACKS 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. AND TO BE REVIEWED By AHJ- THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. m 3 FOR DOORS USING 90' & 135' CORNER STILES Q h m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF `"m a gm v a�" g W., a02: o pao< °� O FRAME WIDTH N z o n Q�w�fi m^ NOM. PANEL WIDTH NON-REINF. INTERLOCKS IL Z ft DOOR FRAME WIDTH SEE CHART ON SHEEP 13 J O m Q J � L I Q W m f t W I� H H ly N o H N Urn O i y fiO I — o 0 O PXXXXXXXX(SHOWN) Lj3 w XXXXXXXXP H0 EXTERIOR © _^ OXXXXXXXP POCKET CAVITY NOT BY CGI 90'CORNER DETAIL'0'ON SHEET 22 O2N NOT PART OF THIS NOA 135 CORNER DETAIL'P'ON SHEET 22 O N n OPTIONAL IN LIEU OF J •RODUC f REYMM 3 M fO d c�opiyi.gwilh IY!FIM111D O "�n ., kuMinp Cpb Ampinc,No I ^�2(Ff'?p C ZI`in E.Pir.liw D.I. Zo 3 o _M FRAME WIDTH � � o��- c�oa � NOM. PANEL WIDTH NON-REINF. INTERLOCKS 4➢crr Y.y-V Ci.r�i — CJ�� SEE CHART ON SHEET 13 DOOR FRAME WIDTH r � I ' L IL � I H Y x x 1� J H - to T o ly IIU_ H H .. H M lo. I OSI`+ 9 :p Y"p p tF Fi to b w w I I I m W o i o PXXXXXXXO(SHOWN) O O O EXTERIOR 0 , 90'CORNER DETAIL'0'ON SHEET 22 _ ____—.__— ❑m 139 CORNER DETAIL'P'ON SHEET 22 ------ o o c^, - OPTIONAL IN LIEU OF J C MAR 0 101 APPROVED CONFIGURATIONS .1�i;�1� 88'•. „� POCKETED DOORS (NON-REINFORCED SHOWN) NOTE: SEE SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS �OS92 *= o $ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 'y1'• I � drawtn no. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 'O srn?ROF POCKETS ARE NOT PART OF THIS APPROVAL � tS'•. ORIDP. '�\�; yy10-3.1 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. - DESIGN LOAD CAPACITY-PSF(GLASS)- GLASS-CAPACITY-CHARTS - -- cuss TYPFs class Trnes -- - -- - - - --- ��V M -- 'A' & 'At' 'B' @ 0 NOIL DOOR WUSER OF INTERLACES INTERLOCKS Z ro n PINE.NY11N E PANELS W/0 nbWREINF. WITH REINF. e1a16 Ma16 AILeNID E%T.(+) INT.(-) E7(r.(+) INT.(-) O Z N 24-1/8 1060.0 60.0 80.0 80.0Q f Q N M 30-1/8 1b 60.0 60.0 ao.0 80.0 6 36-1/8 10 60.0 60.0 80.0 80.0 U O W N 82 IL NOM. PANEL WIDTH _I X 42-1/8 10 60.0 60.0 80.0 80.0 Q 48-1/8 10 60.0 60.0 8D.0 80.0 54-1/8 O 9 53.3 53.3 71.1 71:1 !n 1` 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 1 60.0 80.0 80.0 NOM. PANEL WIDTH _I c 0 a C N 36-1/0 B4 10 60.0 60.0 80.0 80.0 O d(b 42-1/8 10 60.0 60.0 80.0 80.0 Z O q 48-1/8 cr 10 60.0 60.0 80.0 00.0 Q W a N 54-1/8 9 53.3 57.3 71.1 71.1 LL?N vt a 24-1/8 F60.0 60.0 80.0 80.030-1/8 1;10 0 60.0 80.0 80.0NOM. PANEL WIDTH 36-1/8 90 0 60.0 80.0 80.042-1/8 0 60.0 80.0 80.0 N 48-1/8 9 60.0 80.0 80.0 � N 24-1/8 10 60.0 00.0 80.0 U C � 30-1/8 10 60.0 80.0 80.0 - S 76-1/8 96 10 60.0 80.0 80.0 ` N 42-1/8 10 60.0 60.0 80.0 80.0 z 0 r v 48-1/8 9 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH LLJ _ W Of GLASS TYPES y 'A','B','Al','Bl' INTERLOCKS WITH REINF. N N DR.(+) INT-(-) 30 M n 24-1/8 60.0 60.0 30-1/e 10 - - 60.0 60.0 APPUCABLE FBC EGRESS Z n 36-1/8 10 - - 60.0 60.0 REQUIREMENTS TO BE / 102 REVIEWED BY AHJ. r _0 3 42-1/8 60.0 60.0 L7 < J 48-1/8 10 60.0 60.0 C.7 54-1/e 9 54.4 54.4 O 24-1/8 10 - - 60.0 60.0 *RODI)CrREVWO 36-1/8 10 - - 60.0 60.0 oa,PIS'te6" Dti� 11.6k G 36-1/e 108 10 - 60.0 60.0 AI''Nin8 C� ( w 42-1/8 10 - - 60.0 60.0 EAr4'e.renee No 1 -IZ/p•2. i 48-1/8 101pinm�- - 60.0 10.0 9 54.4 54.4 rf dre y W-- 53-1/8 - - A 24-1/8 10 - - 60.0 60.0 A44r�p�(A rMlrp(',yy� u 30-1/8 10 - - 60.0 60.0 dbo 36-1/e 114 10 - 60.0 60.0 ' 42-1/8 10 - - 60.0 60.0 48-1/8 9 - - 60.0 60.0 NOTE: •• m r r m 24-1/8 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE 30 1/6 10 - - 60.0 60.0 Ea Es.t BASED ON ASTM E1300-09 (3 SEC. GUSTS) m 36-1/8 120 10 - - 60.0 60.o AND FLORIDA BUILDING COMMISSION m o 42-1/8 10 - 60.0 so.o DECLARATORY STATEMENT DCA0! DEC-219 0 48-1/8 9 - 60.0 60.0 o io i0 `\```111111 1 N N D592 n 1 - 208 J,a,: A1E OF drawing no. SILL RISER REMS E8 OR E8.1 ARE REQUIRED FOR LOADS '��'P�'•.,AtpR1p�.:���` W10-31 INTEHLOCKB INTERLOCKS 7HL::] ABOVE +60.0 PSF ONLY. ��ASSO��AI� 11 sheet 13 of 28 W 0 REINF. WITH REINF. 3/16"ANN—GLASS— _ _ 3/16'ANN. GLASS 075'Interlayer 075' Interlayer Saflex CP With PET Core Saflex CP With PEr Core By 0'Eastman Chemical Co.' By'Eastman Chemical Co.' o OR .090'Interlayer 090' Interlayer Z n Saflex Clear And Color Glass Saflex Clear And Color Glass w By 'Eastman Chemical Co.' By R'Eastman Chemical Co.' f'f Z o I OR 090'Interlayer 3/B'AIR SPACE 090'Interlayer O`c SentryGlas SentryGlas - Q m 0 0, 88 By Kuraroy America, Inc.' 0'Kuraray America, Inc.' a a 090'Interlayer 3/16'TEMP. GLASS 090'Interlayer O a w C Trosifol PVB Trosifol PVB v O m a By 'Kuraray America, Inc.' By'Kuroray America, Inc.' p 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS L050.g,�m SILICONE SILICONECE SCS 1200 GE SCS 1200 DOW CORNING 899 m DOW CORNING 899 DOW CORNING 995 DOW CORNING 995In M1 ° M1 XL EDGE SPACERST.STEEL BY'CARDINAL' OR 0 ii it I DURASEAL BY'QUANEX' ai SETTING BLOCKS p: OR n O AT 1/4 POINTS ON LTTES O SUPER SPACER BY'OUANEX* U 1 WIDER THAN 36' o C W L_RA_J EPDM W 1 SETTING BLOCKS S m W DUROMETER 85±5 W EPDM 4 POINTS ALL SIZES i N DUROMETER 8515 O z 0 W GLASS TYPE 'A' 18 GLASS TYPE 'Al' NIX 7/16'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS C 0 H N O 3/16-HEAT STREN'D GLASS m / 3/16' HEAT STREN'D GLASS 00 n .075'Interlayer 075'Interlayer Saflex CP With PET Core Saflex CP With PEr Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' va 3 0'.. OR OR O .090'Interlayer 090' Interlayer Saflex Clear And Calor Glass Saflex Clear And Color Glass g (J OR Eastman Chemical Co.' By'Eastman Chemical Co.' O 090'Interlayer OR SentryGlas y 3/8'AIR SPACE S ntryGlasriayer . OBy R Kuraray America, Inc.' R Kuraray America, Inc.' OR 090'Interlayer 3/16'TEMP.GLASS 090'Interlayer Trosifol PVB Trosifol PVEI c o By'Kuroray America, Inc.' By'Kuroray America, Inc.' €w �RODUCPgEy� 3w3 33 3/16'HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS �� � h�� u 3 boldins Carlo SILICONE SILICONE Acceptance No(7-(z d b 8 0 w GE SCS 1200 w GE SCS 1200 Etpirctiao Ovte 4 r_T i m DOW CORNING 899 m DOW CORNING 899 / In DOW CORNING 995 ? DOW CORNING 995 6 LLL, M1 � � M7 � � %L EDGE SPACER - n co I SETTING BLOCKSO II i_I ST.STEEL BY'CARDINAL' li AT 1/4 POINTS ON L1TES ii i OR C .i WIDER THAN 36' I iii DURASEAL BY'QUANEX' O ai EPDM OR O DUROMEfER 85±5 p SUPER SPACER BY'QUANEX' n `````gL1111 ryr� o e W1 W , SETTING BLOCKS MAR 0 V M, AT 1/4 F+ POINTS ALL SIZES y, EPDM �C n W OUROMETER 85±5 "'""92 — W =1 '• GLASS TYPE 'B' GLASS TYPE 'BI' I I f tv; 7/16'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS �'%j-ATE (q. dr°Wing n0. GLAZING OPTIONS `S'�?bRLo".�G`�` W10-31 'rS/bNALL`x` sheet 14 of 2g -- - - - -TYPICALANCHORS -- __ ___TYPICAL_ANCHORS_ 3 KSI IN CLUSTERS 28Y WOOD BUCKS IN CLUSTERS - TYPICAL-ANCHORS --- - --- --- ---- -U- CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG.STILE IN CLUSTERS TYPICAL ANCHORS 1� - - &.WTERLOCK ENDS. & INTERLOCK ENDS AT MTG. STILE IN CLUSTERS METAL STRUCTURES 11 3 KSI 18Y WOOD BUCKS & INTERLOCK ENDS AT MTG•ENS o EDGE LS1.4 SEE CHART SEE CHART SEE NOTE SHEEP 1 & INTERLOCK ENDS SEE SPEC BELOW ., ;FbR QuknnBs'' CONCRETE FOR QUANRDES SEE CHART SEE CHART Z m n EDG •DIST, '5��• FOR QUANTITIES FOR QUANTITIES Q T- h m i z °'W a 8 EDGE dIST.'. -..°3 5/8' i 'CONCRETE EDGE 3 5/8' f'f 2 n 1i DIST. �'2W, O`OElm 14� IL U IIISuua N t � tt tt tt O ANCHOR TYPE A N o y O INTO 2BY WOOD BUCKS m ANCHOR TYPE A N m of ANCHOR TYPE B N m m ANCHOR TYPE C v m a Ir¢ °0 OR WOOD STRUCTURES THRU 1BY WOOD BUCKS a DIRECTLY INTO 3 KSI CONCRETE INTO METAL STRUCTURES - o Q 0. INTO 3 KSI CONCRETE o OR APPROVED MULLIONS 0 z o H DESIGN LOAD CAPACITY - PSF(ANCHORS) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Z y_�c HEAD ANCHORS SH.L ANCHORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH J i7 ED (TYPE A.B&C) (TYPE B2) TYPICAL ANCHORS: SEE ELEV.FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. Q w m E CUSTET AT CWSIER AT stns/EN10LO K ENDS 9ELEAMSUa OTOS - - -AT HEAD- - - - - - - - - ' - ' - . -AT JAMBS- NOY. DOOR a s e a s e TYPE 'A'- �,/4• X 3-1/4• ULTRAGON BY'ELCO' (Fu-177 KSI,Fy-155 KSI) TYPE 'A'- 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) -r,(+)PANEL WID7M E MDCMt EXT.(t)EXT.(+) T.(+) EXT.(+) EXT.(+) EXT.(+) INCNTs males INT.(-)INT.(-)[W.(-) INT.(- INT-c-) INT.(-) THRU 1 BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 24-1/8 80.0 - - 80.0 - - I 1-1/4• MIN. EMBED INTO CONCRETE II 1-1/2• MIN. PENETRATION INTO WOOD I c c 36-1/8 eo.o - - 76.2 eo.o - THRU 213Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 4- az BO,o - .0 - I 1/2' MIN. EMBED INTO CONCRETE I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I o 48-1/8 88.a 80.0 - 63.4 80.0 - QO .�_. TYPE 'B'- 1/4' X 3-1/4' ULTRACON BY 'ELCO'(Fu=177 KSI,Fy-155 K51) TYPE 'B'- 1/4• DIA. ULTRACON BY'ELCO' (Fu-177 KSI,Fy-155 KSI) z O/ 54-1/8 82.9 71.1 - 59.5 71.1 71.1 - z4-t/e a0.o - - 80.0 - - I DIRECTLY INTO CONCRETE I DIRECTLY INTO CONC. OR MASONRY I N N 3o-1/e 80.0 - - eo.o - - 2• MIN. EMBED 1-1/4• MIN. EMBED INTO CONC. OR MASONRY j c 36-1/8 75.5 80.0 - 71.6 80.0 - 0 H N O e+ I TYPE 'C'- 1/4• DIA F DRILLING ING SCREWS (GRADE 5 CRS) I TYPE 'C'- 1/4• DUI. SELF DRILLING ) n NG SCREWS (GRADE 5 CRS I 42-1/6 87.8 80.0 - 64.3 80.0 - .. o a)N u 48-1/8 62.3 80.0 - 59.1 80.0 1 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MUWONS 30 10 54-1/e 58.4 71.1 71.1 55.3 71.1 71.1 I OR I I OR I 'a 3 n z4-1/e eo.o - - eo.o - - INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) EE c z 30-1/8 79.7 80.0 - 75.6 60.0 - I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE36-1/8 I N 3 0 0 063-T5 MIN.) ALUMINUM: 4z-1/e 90 61.9 eo.o Se eo.0 e0:0 STEEL- 1/8'THK. MIN. (Fy (6 36 KSI MIN.) STEEL 1/B'THK TM N. (Fy(6 36 KSS MIN.) o v g C 7 p<J 48-1/8 56.7 80.0 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I U'- 24-1/B r57.0 80.0 _ _ L . - . _ . - . _ . - . - . - - . -. - . - . -J - . - . - . . 0 30-1/9 eo.o - 69.9 eo.o - AT SILL - - ANCHOR EDGE DI5TANCFS 36-1/8 80.0 - 60.6 80.0 - TYPE '82' ],/4• DIA ULTRACON BY 'ELCO' (Fu-177 KSI.Fy-155 KSI) INTO CONCRETE OR MASONRY= 2-1/2-MIN. 42-1/8 96 80.0 80.0 54.0 e0.0 80.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE= 1' MIN.INTO METAL STRUCTURE- 3/4- MIN. PRODsic r48-1/8 77.9 8°.0R42.0 73.9 80.0 - 1_3/4' MIN. EMBED INTO CONCRETE- - - - WOOD AT HEAD OR JAMBS SC 0.55 MIN. �iO�D171T18 Mtn hI� E W 24-1/8 60.0 - - - - F /L o g 3G-1/8 60.° - - - - CONCRETE AT HEAD,SILL OR JAMBS Ac-3000 PSI MIN. A�ffig C.No N 8 3 36-1/a 59.3 60.o eo.o so.o eo.o W N0�' C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm a 2000 PSI MIN. EAP7Ts1iM�T 17�/ /_2 a o 102 ANCHOR CAPACITIES LISTED ON THIS c j 42-1/8 52.7 60.0 60.0 60.0 60.0 U SILL RISERS "-1/8 47.9 60.0 60.0 60.o so.0 a SHEET TO BE.USED IN CONJUNCTION SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS 54-1/8 44.3 54.4 54.4 54.4 54.4 WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITYv bz4-t/s 60.0 LOWER APPLICABLE VALUES CONTROL - C�Yoi 30-1/8 60.0 _ - 60.0 - - i 3 TRACK SYSTEM SHOWN ALSO APPLICABLEi - .. ANCHOR TYPE B ANCHOR TYPE B 36-1/9 ss.3 60.0 60.0 52.5 60.0 60.0 o TO 2 AND 4 TRACK FRAMES. _108 - DIRECTLY INTO 3 KSI CONCRETE I$- DIRECTLY INTO 3 KSI CONCRETE 0 az-i/a 49.1 60.0 6°.° 46,6 60.o 60.0 'a POSE SEE FOLLOWING SHEETS FOR DETAILS. p m .' 46-1/8 44.5 60.0 60.0 42.2 60.0 6040 Z S ` O a o z ao j 53-1/8 41.6 54.4 54.4 39.4 54.4 54.4 16 W O W O ! 24-1/8 60.0 - - 60.0 - - 3 30-1/8 60.0 = - 57.2 60.0 60.0 W '••.•..I 36-1/8 114 51.9 60.0 60.0 49.2 60,0 60.0 )'''''"" :I 4 • 'I .-. \\ /777i o '/ z 42-1/a 45.9 60.0 60.0 43.6 60.0 60.o m 3.-5/& 48-1/8 41.5 60.0 60.0 39.4 59.1 60.0 z 1;t 345/871. ' '` V '•� n 24-1/8 60.0 - I - 1 60.0 1 - 30-1/8 56.9 60,0 60.0 54.0 60.0 60.0 s • ••' c n o` 36-1/8 120 48.6 so.o so.o as.3 so.0 60.o a PO ED&HARDENED • TYPICALANCHORSLCSTERRS 42-1/8 43.1 60.0 60.0 40.9 eo.o 60.0 r3 NO-METAW/NON-SHRINKAGE AT MTG SME �= O 49-1/8 38.9 58.4 60.0 36.9 55.4 60.0 HIGH STRENGTH GROUT �� Q- drawing no. & INTERLOCK ENDS O ATE OF (y� t'0 = 5000 PSI MIN. SEE CHART % '.•!LYORID.... W10-31 LIMIT'EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. OMR EXT.(+) LOADS TO 80,0 PSF FOR DOORS W/REINF.UPTO 96 IN.HT. MUST TRANSFER SHEAR -FOR QUANTITIES �7ss/� ����1\�` sheet 15 of 28 OMR EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 96 IN. HT. UPLO 120 IN.HIGH. LOADS TO STRUCTURE 7/7//11111\\\\ -3-KSI"- TYPICAL ANCHORS._ _ __ _TYPICAL ANCHORS IN CLUSTERS 29Y WOOD BUCKS _ _ -TYPICAL - CONCRETE AT ARG. STILE SEE NOTE SHEET 1 CLUSTERS ANCHORS TYPICAL PP'' •" &.INTERLOCK ENDS &INTERLOCK ENDS AT ARC. STILE CLUSTERS V EDGE01St.., .-SEE'CHART 3 KSI SEE CHART 1BY WOOD BUCKS & INTERLOCK ENDS AT WIG. STILE METAL STRUCTURES I FOR WfifJ72S'' CONCRETE FOR QUANTITIES SEE NOTE SHEET 1 SEE CHART & INTERLOCK ENDS SEE SPEC BELOW EGG DIST. FOR QUANTITIES SEE CHART ^m 3 5 3 5/�• ..' .. _ _ FOR QUA ES Q II-- y Gni EDGE'diST." ,63 5/8" •'3 KSICONCETE �••W EDGE 3 5/9" Q� 2 N a DIST. 1 C,m 0 I I 0Oj O�.V U a�� jr O ANCHOR TYPE A 0 55 a w tt Z INTO 28Y WOOD BUCKS ANCHOR TYPE A Rn ANCHOR!EyTq��; B xo_OR TYPE C OR WOOD STRUCTURES THRU 1BY WOOD BUCKS oDIRECTLY INTO 3 KSI CONCRETE INTO HMETAL STRUCTURES SRn O a C DESIGN LOAD CAPACITY- PSF(ANCHORS) INTO 3 KSI CONCRETE OR APPROVED MULLIONS 0 NN C 1�AD ANCHORS SILL ANCHORS (TYPE A.B&C) (TYPE B2) WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Q w M�` LL Z N=O CLUSTER AT CLUSTER AT MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH .1J 02 4 TRANSFER THEM TO THE BUILDING STRUCTURE. STD.. FRAME HEAD AND SILL. J xou. OooR * e e 4 s a TYPICAL ANCHORS: SEE ELEV. FOR SPACING z M- W ( ) ( )EXT.(+) EXr.(+) -(+) EXT.(+) Q W m f F PANEL wloTx xDcxr EXT.+ Exr. -AT HEAD- . Haus IxCJ1L5 IRR.(- INT.(+)INT.(-) INT.(- INT.(- INT.(-) � -. - - . - - ' - ' - - - -AT IAMBS-- - '- - - - - O 24-1/8 eo.o - - e0.o - - TYPE 'A'- 1/4" X 3-1/4" ULTRACON BY 'Fl rn' (Fu=177 K54 Fy=755 KSI) -] E 'A'- 1/4" DLe 17Re ON BY 'ET cn• (Fu-177 KSI,Fy-155 K51) ^ 30-1/8 eo.o - - 60.0 - - THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES t m 36-1/8 76.2 80.0 1-1 '62 80.0 - - - 4MIN. EMBED INTO CONCRETE / II 1-1/2" MIN. PENETRATION INTO WOOD C n 42-1/8 72-4 80.0 - 68.7 80.0 - � _ 4e-1/e66.8 80.0 - 63.4 80.0 - THRU 28Y BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CS ONC. OR MASONRY �n 54-/S fiz.e 80.0 - 59.5 80.0 80.0 1/2- MIN. EMBED INTO CONCRETE rn / II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 24-1/8 80.0 - - 80.0 - - TYPE 'B'- 1/4" X 3-14' ULTRACON BY 'El Q0 (Fu�177 KSI,Fy�155 KSI) II O w o 30-1/8 80.0 - E B- 1/4DW. TRA ON BY' O' (F6-177 KSI,Fy-155 KSI) � 36-1/B 75.5 80.0 - 71.6 1 80.0 - I DIRECTLY INTO CONCRETE 84 DIRECTLY INTO CONC. OR MASONRY az-t/a 67.e 80.0 - 64.3 80.0 - 2' MIN. EMBED u0, v Lj 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c CL a8-1/8 . 80.0 0. 59.1 80.0 80.0 I TYPE 'C'- 1/4" DLA- SELF DRI 1 IN REWS (GRADE 5 CRS) I I TYPE b'- 1/4" DIA SF F DRILLING IN SCREWS (GRADE 5 CRS) I O I---a 58 54-1/e 56.44 80.0 80.0 55.3 80.0 80.0 n 24-1/8 80.0 - - 80.o - - INTO MIAMI-DARE COUNTY APPROVED MUWONSII INTO MIAMI-DADE COUNTY APPROVED MULLIONS0) 30 -1/8 79.7 80.0 75.6 60.0 OR NI%I m - - I 17 36-1 8 69-2 80.0 - 65.6 80.0 - INTO METAL STRUCTURES (HEAD SILLJAMBS OR I Iv -0 42-t/8 9U 61.9 eo.o - se.7 eo.o eo.o I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I i INTO METAL STRUCTURES (HEAD/SILL/JAMBS) B C Z w o (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0 48-1/a 56.7 80.0 80.0 53.7 eo.o 80.0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) .ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) I O 3 s4-t/e sz.a 79.2 60.0 50.1 75.1 e0.0 STEEL- 1/8'THK- MIN. (Fy = 36 KSI MIN.) STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIN.) 24-1/8 80.0 - - 80.0 - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I H V'- 30-1/8 73.8 80.0 - 69.9 80.0 - - - - - - - - '- - - - - - - - - - - - _I 36-1/8 63.9 80.0 - 60.6 80.0 - -AT SILL. - • - . - . ANCHOR EDGE DISTANCES 42-1/8 96 57.0 80.0 80.0 54.0 80.0 BOX TYPE 'B2'- 1/4" DIA ULTRACON BY'ELCO' (Fu-177 KSI,FY-155 KSI) INTO CONCRETE OR MASONRY 2-1/2•MIN. 48-1/8 51.9 77.9 80.0 49.3 73.9 80.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE- 1"MIN. 54-1/8 48.2 72.3 60.0 45.7 68.6 80.01-3/4' MIN. EMBED INTO CONCRETE INTO METAL STRUCTURE- 3/4'MIN- y r+ G 24-1/8 60.0 - - 60.0 - - - - _ - - - - - - - - WOOD AT HEAD OR JAMBS SC 0.55 MIN. znB� 30-1/e 60.0 - - 60.0 - - NOTE: CONCRETE AT HEAD,SILL OR JAMBS f e-3000 PSI MIN. $3 36-1/8 59.3 60.o so.o ses so.o so.o W C-90 HOLLOW FILLED BLOCK AT JAMBS Vm a 2000 PSI MIN. 0 42-1/e 102 52.7 60.0 60.0 50.0 60.0 60.0 v ANCHOR CAPACITIES LISTED ON THIS / o 48-1/6 47.9 60.0 60.0 45.5 60.0 60.0 a SHEET TO BE USED IN CONJUNCTION' SILL RISERS •RODUC FREVNM SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETAILS'-Ph'mg"lhtYo F191YY �"v ss-1/e 44.J fio.o 60.o az.0 so.o 60.0 '^ WITH GLASS CHARTS ON SHEET 13 d AND SHEET 13 FOR CAPACITY A-pt'R,ce N n i 24-1/8 60.0 - - 60.0 - - �` LOWER APPLICABLE VALUES CONTROL. Ac v0Ra0ce Na 1"1-t 41k 30-1/8 60.0 - - 60.0 - - i 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE 8 ? ANCHOR TYPE B F.,pir4line Date 36-1/8 108 55.3 60.0 60.0 .5 so.o 60.0 TO 2 AND S TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE S DIRECTLY INTO 3 KSI CONCRETE 60.0 60.0 ------ 4z-1 a a9 46 .1 so.o so.o 46.6 60.0 60.o PLEASE SEE FOLLOWING SHEETS FOR DETAILS. mx 48-1/8 44.5 60.0 60.0 42.2 a pptn m n 53-1/8 41.6 60.0 60.0 39.4 59.1 60.0 p 6 ` o 0 24-1/8 60.0 - - 60.0 z o 30-1/8 60.0 - - 57.2 - 60.0 60.0 W """ J6-1/8 114 51.8 60.0 60.0 49.2 60.0 60.0 42-1/6 45.9 60.0 60.0 43.6 60.0 60.0 I ° I • "\\\1a X11 ^% /�� o •I 48-1/B 41.5 60.0 60.0' 39.4 .59.1 60.0 ' Y - G �y I 24-1/8 60.0 60.0 3.5 ' 1 :,J sF'•�?O�'� F ]O-1/e 56.9 60.0 60.0 54.0 60.0 60.0 S •' /'; Oi 592 S u a nr o TYPICAL ANCHORS 36-1/B 120 48.8 60.0 60.0 48.3 60.0 60.0 a PO ED&HARDENED • a2-1/6 43-t 60.0 60.0 40.9 60.0 60.0 w NO-META W/NON-SHRINKAGE AT MTG. SSTILE r•®: �= 0 48-t/e 38.9 58.4 60.0 38.9 55.4 60.0 HIGH STRENGTH GROUT & INTERLOCK ENDS MAR `�••I/S{A�E OF [��: drawing n0. PO-5000 PSI MIN. 7 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/0 REINFORCING ALL SIZES NOT BY C.G.I. SEE CHART 7018LIMIT E)Cr.(+)LOADS TO 80.0 PSF FOR DOORS W1 REINF. UPTO % 't'• §§( R1OR �`` •1 LIMIT EXT.(+)LOADS TO 60.0 PSF FOR DOORS W/REINF.ABOVE 996I N. HT. UPTO 120 IN. HIGH. LOADSTOTRANSFER SE MUST OO STRUCTUREFOR QUANTITIES ////IIIIt11111 sheet 15 of 28 SEE SHEET 15 FOR ANCHORS n 0 EDGE DIST. i 3 5/8" EDCE Z M ti J mx ; ..' I � ..' .. •.A. 1 Dta y DIST. CE D!� n; h 0 H v o'IU WEEP SIZE 1/4" >1/8" ? M TiOICAL ANCHORS PANEL WIDTH 4ft SEE ELEV. jl FOR Si;ACIN:M. 1/2' G D.L.O. REINF.AS REOD. z - /-SEE CHART ON 0 LOAD BEARING SHEET 13 FOR CAPACITY SHIM MISA ;: 0o a Z.0 A oto t; U4 0 ED 0 z M14A M16A u eMjfd D.. D.L. OPG. EXTERIOR NOM. PANEL WIDTH PANEL WIDTH 0 LOCK STILE INTERLOCKINTERLOCKa LLJ PRODUCrREVNM (REINFORCED) DOOR FRAME WIDTH (REINFORCED) r Wag fib tht#%dft A.fpf� N. -fZ[ JE pimfwa not. '.m IX6 OR LARGER #10 X 1-1/4-SS PH SMS 3: WOOD BUCKS I PER CUP o NM ra 3 PER PANEL 16du qmd=omm" .5 Z, H END PANEL WIDTH AT 18*FROM 46 AN. I SPAN 3:0 1/2'MAX. 1/2*MAX. AnD kN MAX. LOAD BEARING L. . LOAD BEARING 08 X 3/4'S,FM SMS LOAD BEARING METAL SHIM SHIM 1 PER CUP SHIM STRUCTURE 0 D no D.C. . TYPICAL .......... 0 r9 TYPICAL ANCHORS S ELE4 SEE SEE•ELEV. ANC RS TYPICAL 8 FOR SPACING FOR SPACING FOR SPAC4 If if FIXED PANE E)(T. EXTERIOR DOOR FRAME WIDTH DOOR FRAME WIDTH AN, DOOR FRAME WIDTH 2X6 OR LARGER WOOD SUCKRR 0 2018 OR WOOD STRUCTURE bR THREE (3) TRACK DOOR DETAILS SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS 0 U Z nW EDGE DISI. 1 3/4` ' EDGE DIST. tl 3/4'' 3 KSI CONC. N I 3 KSI CONC. E"£ Q m 11 as � OmN N ac� - WEEP SIZE 1/4- X 1/8- O t E3 a m n REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS CY mo 2:m o 0IL01 mil 10 i 0 a b R d Al s Ez6 C1 Wzwm c LL® jo°m- Q W o. W I I n i OPTIONAL SLANT SILL ADAPTORS I I II i S N v I I !I I o m ® it DECORATIVE SILL COVER OPTIONAL co °O pw S CxP (J: Q 1 ! S 0 I 6 S2II 3 N M w v w M n x 3 _ W J cz w d E, I E. a 3 LL-M SILL RISER i — OPRONAl FORSF LOADS i OVE+60 P I- POURED&HARDENED O W3 I HIGH STRENGTH GROUT I SILL ZISER 4 1 O u NON-SHRINK,NON-MET 4LUC E8 REDD FOR LOADS ti ?4tO02tE t mvmwm o z Vc a 5000 PSI MIN. AHO +60 PSF o� ?� NOT W CGI WINDOWS ® II %ftt MUST TRANSFER SHEAR M3 LOADS TO STRUCTURE II—� CA'u'P=ce:Amt fe C y O 6- 1 @\ Q i >oo«r ewutil z:o E7 n x � La 3 KSI CONC. \ i•, '.°y I. ••3 KSI CONC. BAR V 5 2018 rg EDGE DIST. t-3I4' W EDGE DIST. 1.3/4' SEE SHEET 15 FOR ANC SEE SHEET 15 FOR ANCHORS 0�2} TRACKTRACK DOOR AILS DETAILS 'lunnull sheetl$of28 -- --- - --- --- _ TYPICAL ANCHORS SEE ELEV. FOR SPACING ` 1u n I 1/2'MAX. PANEL WIDTH O LOADSHEARING O 1010 X 1-1PER CLIP/4'SS PH SMS 1 PANEL WIDTH Q h m G 1 HO D.L.O. J 1 n 88 X 3/4'SS FH SMS - Q Z N 1 PER CUP1 r5 t� ES D-L0. ILO�o cOi CWy�I`: cOio II IL c.0 C O t ul a O O LLOa .01 0 Q 0 mm Wz� �^ rn •a O O O J 2 m g J Q W 01 f F w EB E4 EB O E2 FIXED PANEL O.LO- JNTERLOCK cmAGA (REINFORCED) v U m EXTERIOR S 9 n NOM. PANEL WIDTH ' N �S{ .` DOOR FRAME WIDTH yR� gREVl61® 00 1BY WOOD BUCKS Aar7mg �7••2Iy� c O SEE NOTE SHEET 1 Elomtip 0nre 26 V) 1/2'MAX. O 810 X 1-1/4'SS PH SMS @SHIMLW. d O 3 n K1 L1 1 PER CUP LOAD BEARING = EE C n �7 Z PANEL WIDTH 0 O 3 PER PANEL 1/4'LW. 1/2' MAX o AT 18'FROM EACH END M2 —LO—AD—B—EALR—ING-1 METAL LOAD BEARING TYPICAL ANCHORS AND AT MIDSPAN SHIM STRUCTURESEE O D.L.O. SHIM .'FOR SEPACING 88 X 3/4'SS FH SMS C.) TYPICAL ANC RS 1 PER CUP SEE E TYPICAL ANCHORS FOR SPACI G� SEE ELEV.II I FOR SPACING 0 �G o���¢ m o o m =Aj O E27 - �+ G N C EXT. �..., - -o- DOOR FRAME WIDTH EXTERIOR DOOR FRAME WID1H DOOR FRAME WIDTH I z z o O 2BY WOOD BUCK FIXED PANEL .OR WOOD STRUCTURE SEE NOTE SHEET 1 ��1uC, 8E•'•. ,� a y I -].f� 471 •;{7= c � � 3 C—� MAR 0 5 1018 OF :'� � drawing RID TWO (2) TRACK DOOR DETAILS ''is�QAl1� �` sheet 19 ot28 -- -- --- ------ --- REFER T4 SHEET 15 FOR VARIOUS � v SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONS. m 0 . z EDGE GIST. 3 5/8' EDGE 3 5(e" ... A: q EDGE DIST. 3 5/8' EDGE DIST. 'iy mr=n I '4 I DIST. "I a' I e. I• I ! Z N - \O �040�`� U � n WEEP SIZE -1/4--X 1/8-1 8 °o paac O 1 M7 ' O ' y o ul E7 J o m i i it I it O j jl I ij l I' a V m t C n 0 pj 017 !t! II ! O OPTIONAL 0 W 0 SLANT SILL ADAPTORS c DECORATIVE -04 ^N i t i ! SILL COVER _ 0 � OPTIONAL O m r? w a v3J� l i i l i ¢RO.DUCf I EVjWW i l i m_+YW74, Me `4I I I � �ceFfana 17_T •2e, I E SILL RISER 0 I i POURED&HARDENED 'Ij i E8.1 REOV FOR LOADS c 2 4 HIGH STRENGTH GROUT SILL +60 PSF w w !I NON-SHRINK, NON-METALLIC ! ! ! ! �B 3 I R ��� SILL RISER NO=5000 PSI MIWOW `ca/ RE00. FOR LOADS NOT BY CGI WINDOWS (� � ® /"' ABOVE+60 PSF i MUST TRANSFER SHEAR 17 LOADS TO STRUCTURE II ' I 11 a 0 - � 1 1 h== d c 9 a - -N to~ l\\111 _IT�ff . .... ..... --..-.. ......... .... .... ..... ......... .... ~N' ".iI a" , .. . ..... i I o t. . 3 KSI CONC. KSI CONIC. EDGE DIST. EDGE DIST. •` `:Q.` MAROF 5 'o`• I , drawing no. -SEE SHEET 15 FOR ANCHORS p 20i ',�,I,'1••,�^^^allld`.D^•' `gy: W10-31 t�tT FOUR(4) TRACK DOOR DETAILS �''iS;OALt �``�� sheet 20 of 28 TYPICAL ANCHORS SEE FOR EL LING PANEL WIDTH o_ 1/2'MAX. (,"z E6 1/4'MAX, - Z LOAD BEARING LOAD BEARING METAL Q SHIMn M75A 1 DLO L3 SHIM STRUCTURE Q rL ^S m 7 L a a 1 0 O, vm � U TYPICAL ANCHORS W a.. - - -__ _- - - - SEE ELEV. aaa GC z, o = _ _ _ _ _ _ FOR SPACING, O y .... II p¢a1v0 OO pana � N WZ� U II N W 2to o jnm N 0 1 M14A M16A U � � o � m oU p o C n W W p . EXTERIOR i ^ U E27 = Q 175 v EXTERIOR S10 X 1-1/4'SS PH SMS l>L w {� DOOR FRAME WIDTH i PER CUPl./ 3 PER PANEL G 1 a X N D iXe OR LARGER AT 16'FROM EACH END M2 c N �uai WOOD BUCKS 1/2'MAX. AND AT MIDSPAN 1/4'MAX. 3 NM w LOAD BEARtNC #8 X 3/4'SS FH SMS LOAD BEARING METALIli 'p"r, � m SHIM 1 PER CLIP SHIM STRUCTURE c''-'+� cYS 0 3 Q n 1/2'MAX. }�-- 0-g TYPICAL.ANCHORS LOAD BEARING I �H - SHIM I!I ❑ Uo FOR SPACING I TYPICAL ANCHORS U os �JSEE ELEV. II n FOR SPACING n n HW IYPICAL ANC RS SEE z� i FOR SPACI G II U Go ' ' N H v a iii 'iz z 0Ronucrr¢tymp w #&WON.8-c o �o�szo EXTERIOR " EXTERIORIt 1111un/1� a jw- w DOOR FRAME WIDTH - Cq�Mol DOOR FRAME WIDTH 2X8 OR LARGER WOOD BUCK *• c e ORdrawee no. TR WOOD SUCTURE � ••' 1dAR p 5 2018 �.: .�°: W10-31 FOUR (4) TRACK DOOR DETAILS ''9�i0�A1,1Yv``� sheet 21 of 2g DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY �4.V LIHTHRFAD DOORS WITH CORNER CONRGURATIONS ARE LIMITED TO ±60.0 PSF '0 it it t I o 810-16 X 1/2• HH SELF DRILLING SCREWS Z h m ti p III RNER 135' CORNERAT 6•FROM ENDS dt 12.O.C. ILD o0v • 810-24 X 1/2• 0 WFING SCREWSFH THREAD CUTTING SCREWS d wAT 6•FROM ENDS do 12.O.C.DS& 12.O.C. �110..I- o LL o a Iii OUY=tn 3 II I' �p Iy eF _ Ohm Dat& � m o MITERED WELDED JOINTS IQ j L, Wm p AT HEAD/SILL E32 LL W m 2 J 00< j Q�Of � Y � m 4, m _e11•. �n E31 �'f' 0 vl 000 00 c EXTERIOR N v t EXTERIOR Ic D.L.OPC. MITERED WELDED JOINTS O F_N o AT HEAD/SILL tll 0 n PANEL WIDTH PANEL WIDTH v^' O;N M n DOOR FRAME WIDTH DOOR FRAME WIDTH E� C Z_O HH SEL X 7/Y Om AT SELF DRILLING SCREWS — AT 6•FROM ENDS h 12.O.C. U 0 O 1 3/4• 3 5/8• 3 5/8• 1 y,h hg`0 J6' iGsRODUCPY vim(4) ANCHORS (4).ANCHORS 0—pl*gwilhtheANFaddieg Cede6• 16• 8• 6• 6• aepm..No –IZ( •ZO 6'Puad"Date a a hDar'Kar tWrct CoWsl c m� - --- -. ----- - (6) ANCHORS (6) ANCHORS - -- - -2 -- 5 _ 6• 3. 6• 3• 8• 3. 6• 3. 6• 3• d a z o 6• 3• o � o (8) ANCHORS (8) ANCHORS _ � = - s 3 _ 6• 3• 8. 3• 6• 3• 6• 3• *6 � �-0f 1018 '• ,/ ��� drawing no. �" ``1f�� TWO (21 TRACK THREE (3) TRACK FOUR (4) TRACK TWO (g) TRACK THREE (3) TRACK FOUR (4) TRACK ' oRI�!;.'G,��� W10_31 �lllil�j A1�111` sheet Q2 of Zg - - - - - - --- -EXTERIOR-MOUNTED- - - -- - --(�- � ---- - POCKETED JAMB 0 TYPICAL ANCHORS TYPE A, BORC Z q�^ ! O AT 6'FROM ENDS AND 0 n R 9'O.C. INTO WOOD/CONC./METAL H w m I 1-1/8'MIN. 6'O.C. INTO BLOCK ONLY Q a S 1-1/2'MIN.WOOD EMBED �O p�,o SEALANT EDGE DIST. 1-1/4'MIN. BLOCK EMBED 0 pj N '3 TYPICAL PAD PILE INSTALATION LOCATION 1-3/4'MIN.CONC. EMBED d 1/8'MIN. METAL THICKNESS O C CONC. 0 t N 1 BLOCK V yT eri WOOD p?U 2 I METAL D d 0 N N K 0 05 IL wN_ o 20f ami JJ �o Qwmf MP EXTERIOR x O U � � N U .o � C I ii N 0 ^ O O'W aw TYPICAL AT PANEL 4 CORNERS F. v c POCKET CAVITY NOT BY CGI O=N o NOT PART OF THIS NOA c m .n TO BE REVIEWED BY AHJ ;N `° O M v3 J_ DOOR FRAME WIDTH 3 O m O�.M.. NOM. PANEL WIDTH `�' U 6:5 J O G G Amptuac.N_ .L8 Rim!;; ..........., - - -' - E>tParotlan Dore v V U U v i z ° gyut�`� �o Qo 0 0 0 0 o 0 p d O O EXTERIOR No MAR 05 1018 ��$�p:�y �1 �•;�_ 0 ;Tp••• �gTA�oP r tv�: drowing no. ;��sstzg 1pt..�'c"Ccs W10-31 1,1E��� sheet 23 of 28 "CODE _-_PART-N..__-DESCRIPTION— MATERIAL ___ MANUF. -- REMARKS—_ p - E1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - /� E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - �V ot -_ E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - Z E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - O E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - Q f ? E7 CGI-156 TOP&BOTTOM HORIZ 6063-T6 CGI EXTRUDER - 0 O��'„ � EB CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - d �INUV E8.1 CGI-181 ALT.SILL RISER(OPTIONAL) 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - G U y n E10 CCI-159 INTERLOCK REINFORCING(LENGTH = FRAME HT.- 87 6063-T6ccl EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS v°o 'm Ell CGI-let FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT Cap m 0 E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM d E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) oZ o n Eta CGI-168 OUTER TRACK ASTRAGAL sos3-Ts CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) Q w,o E75 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) Z m-m E16 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) J _< J Q m£ E17 CGI-123 1"GLASS GLAZING BEAD 6063-TS CGI EXTRUDER E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - DOUBLE LOCKS: READ. AT 90" AND 135• CORNER PANELS ONLY o E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM BOTTOM E21 CGI-1566 Ego CGI-15A MAIN STILL (OPTIONAL) 6063-T6 CGI EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS PART HD-3310141 A 70P&BOTTOM HORIZ (OPTIONAL) sos3-Ts CGI EXTRUDER - SECURED WITH (2) 10-24 X 1/2" FH SCREWS( # ) $ E22 cGl-tseA ASTRAGAL, (OPTIONAL) sos3-Ts cct EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTIONAL) 6063-T6 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) 0n E24 CGI-180 DECORATIVE SILL COVER(OPTIONAL) 6063-T6 CGI EXTRUDER - ZINC HANDLE SET 0 w E25 CGI-184 2,3&4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS H •p Els CGI-tel 2,3&4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-3310143) E27 CGI-188 FRAME JAMB SCREW COVER(OPTIONAL) 6063-T5 CGI EXTRUDER - SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS N o m E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - 3 CN E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - O I'1 E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - z C Z E31 CGI-1057 FEMALE CORNER ADAPTOR(9(r) 6063-T6 CGI EXTRUDER - 3 p .n E32 CGI-1058 FEMALE CORNER ADAPTOR(135') 6063-T6 CGI EXTRUDER - `" O C>p<J E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - � U�� M1 CGI-382V GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - - 0 M2 CGI-171C FIXED PANEL CUP(2-1/2"LONG) 6063-T5 - 3 m FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL *RUDUCrRLTf MID CCI-176 FRAME HEAD ANTILLL FT&PAD PILE WOOL/NYLON SUNAN 1 PER INTERLOCK/ASTR °`��'�"�tk FirrYp w u M11 W23201NG PILE WITHCENTERFINWOOL ULTRAFAB OR EQUIV. - twNmg M'�O AuePlnece No 17-12! .ZOol M12 - BOTTOM RAIL SRFFENER, 1'LONG,2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL lEvInt FN D.. o z M13 TA-5I-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL S• [( '-'-'-Ty` w 3w3 z M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL Mr•m'LMt P oc1 CoRNd `u u u M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 w o o M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST.W/2 910X3/4"PH .. e _MlSA_ ___SGD-507N KEEPER ZINC INTERLOCKS INST.W/2 910X3/4'PH MAR 0 5 2018_ ` y M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST.W/2 910X3/4'FH .9 M16A PSOI-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST.w/2 970X3/4"FH m w a z o M17 SGD-5500 HANDLE SET ZINC SULLNAN/INTERLOCKS 0 M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - Y1111111111///j�/ o M19 SC52000 SILPRUF SEALANT SILICONE GE - ���Y�p.D,,M���� o M20 CGI-177 PANEL TOP&BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 YRS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL _�` .•� ; • ''�_ B M22 VIS-201 SILL INTERLOCK PILE PAD WOOLi ULTRAFAB OR EQUIV.. -{}✓ 1 / _ 9 m o M23 HD-12-10042 .350"REACH POCKET SEAL - AMESBURY - , •�- 0 52 - 910 X 1 1/4"LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - 2 OR 3 PER CORNER �•• J F drawing no. W 10-31 '-;mss••...... � sheet 24 of 28 -- -- ------ - --- - 4.735 5.921 �_II1.340 IIS_ _- Ip- __�_ .070 -�� .070 �� I 1 I^-.675 l r-.120 � 1.340 I m� n .860 .847 .¢-I �I o 1�-- 1.250 .847 1.250 .995 ,1050 975 .995 .0501I 975t Z w m 3 T 3.255 M- Fes- Z b m ��II h'4 3. 4.250 50 �Op.�m v O FRAME HEAD (2 TRACK) ) .070 GLAZING BEAD GLAZING BEAD a @ FRAME HEAD (3 TRACK LAM.GLASS INSUL IAM. GLASS IY G .995 C b w m u .075 .075 1.508 -�{1.186 O�_I .070 2.600 2.60 O TOP/BOTTOM HORIZ ® 0 0-� m .070 TOP/BOTTOM HORIZ (OPTIONAL) O.6 o p .640 I I .753 I 3.000 .725 TH .065 .664 .060 O N W p m 4.735-moiT-ff I .070 995 125 T -71.501 1.831 3 r.000 Z�Ii ��11 W 0_m L 5.921 � j 0 0 J 1.490 '.415 M2 FIX. PANEL CLIP .156 a uzi m f Et FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 3.000 1'480 1.415 0 rZ.L�. . 2.0053.750 EXTERIOR INTERLOCK (OPTIONAL) 2.005 2.755.155 .125 E6 .070 1.366MAIN STILE .695 3.750 MAIN STILE (OPTIONAL)3.000 I z.070 a Li 1.610 1.870 995 265 3.000.095 .0953.510 3.572 "� Ee SILL RISER (OPTIONAL) 70 1.600 1.870070 1-770 1.415 1.415.0601.770 3.1883.572 .060 N 2.005 1.255 2.005 .070 N 2.005 _O 1.625 U p Q 2.005 E5 INTERIOR INTERLOCK .582 V m -I I INTERIOR INTERLOCK (OPTIONAL) 0 Eta OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE 1--2.120-�I ® 1.166 .572 INTERIOR TRACK ASTRAGAL W POCKET HOOK (OPTIONAL) 741 o u 0 w 1.501 •060 1.831 .625 g w w �FI2.591 3 3 3 3.341 u u U 156m 3.750 1.920 .062 2.670 n 3.000' 1 .155 � • e _ __-___ __ .625 I - Noonno E4 EXTERIOR INTERLOCK .070 ® 625 c SILL RISER (OPTIONAL) o 3.510 SILL COVER(OPTIONAL) 1.8251 � 0 ODUCef W 125 160 ws•;m uW�l1 .-di.4 cm �`\t�1It�10L11•EINLLL,tg'�•y�*6 � ptcecc M t Zl •yo j p .125 1.310 fro Dote 1 �{°• 0692 g o a 2.005 a ssJ}!d PnJoe1 C��al !� I� �� O 1'181( Q r J ��l fi O' fISTA1"of (y�� drawing Zno.. E23 i� S 1R20IDP,:'���� W10-J 1 INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) �i��S,� l.t� �� sheet 25 of 28 � � it -I856- .3 5rL 107- 4" 125 1.615 2.270- .260 z .128 128 _.1 28 1.886 .1 90 1.650 .640 jf[=� 2. .125 1 0 -7 FRAME HEAD COVER 3.528 1.8E86 -125 1.485 4�765 .065 A 1.520 -L-7 640 oldg 174 .080 1.621 1.33 IL G J74 0 .190 t j 6 2.412 1.347 20 18251 cy 00 nWNuao0. �-.625 0 CLO 2.581 @ FRAME SILL COVER 0 8 b FEMALE CORNER ADAPTOR (90') E32 FEMALE CORNER ADAPTOR (135�) E33MALE CORNER ADAPTOR FRAME JAMB (2 TRACK) .243 W.g 2 EatZ 0 o 1.375 r m 1.791 Luz0 1.620 FRAME JAMB COVER 5.951 .080 1.620 .725 0 .065 125 0 O uj .545 N .0 Of O1.620 1.508 c .090 065 a:rcq U.) S, .664 .625- FRAME JAMB (3 TRACK) nit FIXED PANEL CUP PRODUCfREVNM Fb" AattpbtttN cc > 0 0 i ,ll cc, % MAR 0 5 2018 W Fd,..,,,g m W10-31 fill"" j . o �1 V v N m o I ) �E— 3L-t] m � t m A N N b, —g F y6 �y1 .— "LN O � O IIS I 7: z i x z Q N O �»tt 111 t11" a v� 8 •��-i.:,-;ate 'Q� m' � ''rrrrRl�ltt`�`� fff z a date: os-z6-to re°1S Ons SERIES 5EMNEL 150 ALUM SUDING GLASS DOOR(LM.I.) AL-FAROOQ CORPORATION a e o no date eSCEt ton C ENGINEERS d,PRODUCT DEVELOPMENT scale: 3�6.0 1• L 01.11.15 GENERAL RE41510N CGI Windows and Doors, Inc. -- 9380 SUNSET DRIVE,SUITE 220 00 N.W 25TH ET MIAMI,FLORIDA V W ? cAk tr� 0 0201.10 NO CHANGE SNS SHEET TEAiM 09 593-L. 38580 FAX. OS 593-6592 TEL 305)j 26"3.003173 FA)L 305)2 2.6978, -Oi. dl,try: N 11.29.17 NO CHANGE MS SNEEf m ) ) COMP-ANL WI0-31CGI j � t \ I Z N N� N �o � z n z \A A i `\ t n � C �a n yOy � a} m m p A z• � z 0 ' — .�• (?Z0 II CD `i��� •.GJ '•V,�� � N � N ams: os-zO-Io revisions: SERIFS SEFDNEL 150 ALUM SLIDING GLASS DOOR(LM.L) AL-FARdOQ CORPORATION a' n4 date GENERTioflon --- ENGINEERS&PRODUCT DEVELOPMENT L 01.11.76 cENE9AL NE.�swN CGI Windows and Doors, Inc. 'f m.n.17 No CHANGE Tws sHCET 9300 SUNSET DRIVE.SUITE 220 m 10 Q1 d0 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C A.N. 3638) C I dr,by: N 11.29.17 NO CHANGE THIS SHEEP N W o 0 02.01,18 NO CHANGE THIS SHEET MIAMI, FL. 33172 TEL.(305)2649100 FAX.(305)292.6978 Mk.by: SEL. (345)593-6590 FAX.(305)593-6592 COMP—ANL\W10-31CGIi i I '