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HomeMy WebLinkAboutNOA; Series Sentinel 150 Aluminium Sliding Glass Door with or without Reinforcementst a...:.'� APp OVE-D MIAMI•DADE Rand II StofFt Architects, p.A. `.., ✓ res/gs MUM-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 A) RECEIVED www.miamidade.gov/economy CGI WINDOWS and DOORS, INC. APR 2019 10100 NW 25 Street Miami, FL 33172 ST. LUGIt E01Ar16y, P0t'rt(t�ing SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,, or suspend the use of such product or 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/ comers, see limitation note 4, below. 3. Max shim not to exceed %" at Head/jambs & %2" at Sill (w/ High strength poured & hardened grout). The Sill to be installed w/ anchor type B-2, directly into conc. 4. Units containing 90' & 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 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. Jb7\-6 NOA No. 17-1218.20 Expiration Date: September 22, 2020 Approval Date: April 12, 2018 Page 1 CGI WINDOWS and DOORS. INC. 1. Evidence 'submitted under previous approvals A. DRAWINGS I., 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 A1-Fat6oq 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) Sma11 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=450718, 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 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of 6=panels Alum SGD w/ Pockets & 0XXX, 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 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 04/16/15 and revised on 03/09/16, signed & seald by Ram sh Patel, P. E. haq I. 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 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—00733.03-450-18, 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 51 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 51b 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. �s4�g 1. ��-.":4r_ 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 CGI WINDOWS and DOORS, INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 Spacer® 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 # 1171225 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 (6 h 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 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 FOR THE GLASS TYPE AND REINFORCING TO USE. STEP 3 USING CHARTS ON SHEET'15 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. aRODUCrXEVMW "mmVhU9 wit► c* Fhrih kmINes Code AwVtuce No 21 •Zt7 Eatdretca Date I 2° LAMINATED GLASS AND LAMINATED INSULATING GLASS LARGE/SMALL MISSILE IMPACT MAR 0 5 2018STAt . drawing no. W10-31 I m� N'U 3 TRACK JAMB ANCHORS 6• 3' (8) ANCHORS -`CLUSTER SHOWN 14• -3 TRACK - • HEAD ANCHORS DOOR FRAME WIDTH HEAD ANCHORS 14" MAX 48 1/8' ANCHORS IN PAIRS 2. 3 OR 4 PAIRS HEAD/SILL AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 NOM. PANEL WIDTH AT 3. O.C. 6' MAX. FALSE.MUNTIN SEE CHART ON SHEET 15 HEAD/SILL OPTIONAL A C E FOR CAPACITY _ CORNERS REINFORCING AT INTERLOCKS SEE SHEET 13 M FOR CAPACITY I 2 1/8rl co 2 POINT SINGLE LOCK 42 1/8- ,.L _ OP() ====T=== D.L.OPG. _ \ SEE SHEET 24 Oa FOR DESCRIPTION % �� % Z w o - II __1F _ ___ii _= I.IL II j�J U I B D F ao I I r' POCKET JAMB SILL TYPE 62 ANCHORS 48 1/8' 2, 3 OR 4 PAIRS AT STILE ENDS INTO CONC. - 48 1/8• PANEL WIDTH CIUSiER'iZO � AT 3' D.C. SEE CHART ON SHEET 15 FOR CAPACITY 91 i6 (SEE SHEET 6, 8, 11 a.' 12 rlt POCKET S DETAIL M ON JAMB ANCHORS SHEET 23) (SEE SHEET 23 FOR NP. INSTALLATION) oRODUCf REVlW& 3 TRACK �c000tptylt, "milmFbdb SILL ANCHORS 1q8 a.& Ameptenee No 17 )2/ •Zd nee It zbw Yraiael Coifwl (I) WEEP CLUSTER (2) WEEP WISIFR (2) VEFP CLUSTER (2) WEEP CLUSTER (2) WEEP OUSTER (2) YW MUSTER (1) WEEP CLUSTER TYPICASTEL ELEVATION TED UNR AJAR p 5 2010. D.L. OPENING D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.LO. WIDTH = NOM. PANEL WIDTH - 6• PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" Us I 0 Z g�i y A J ag z„ o 0�—s o lrov I (0 t''r (] S ®SCa o 0 ON 0: 1 a �2V)_� Q�mg� �� O m o � h o j3W G N o W Nu) - 0 M n d *03 E C 2i 6 i0_.M 00�W c I •o � o n n drawing no. W10-31 sheet 2 ofQ$ ,a r F 2 TRAI JAMB �6' 3' , CLUSTER AN _CLUSTER SHOWN TYP. 12 TRACK HEAD ANCHORS ------------ a 14' - M\f MAX. 190 9/16' MAX. DOOR FRAME WIDTH FALSE MUNTIN OPTIONAL ANCHORS IN PAIRS HEAD ANCHORS 14' MAX. HEAD/SILL AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS AT STILE ENDS SEE SHEET 15 6'' SEE SHEETS 17, 19 & 21 AT 3' O.C. SEE CHART ON SHEET 15 HEAD/SILL CORNERS )R FlX. PANEL Al L+, FOR CAPACITY ATTACHMENT REINFORCING AT LOCKS G1 IF i it H J1 OPTIONAL SEE SHEET 13 II II FOR CAPACITY 4 y 2 POINT 42 1/8' 42 1/8' SINGLE LOCK SEE SHEET 24 a D.L. OPG. D.L.OPG. FOR DESCRIPTION i jc�//y' I I O ZK II Ij jl Ir �I � QQU Ym I - SILL TYPE B2 ANCHORS 2, 3 OR 4 PAIRS AT STILE ENDS _ 48 1/6 _. PANEL WIDTH AT 3- O.C. SEE CHART ON SHEET 15 FOR CAPACITY �6 � MAX• "r• CLUSTER SHOWN 61 D1 8' 8' 8' 8' B' 8' ` F�4 0) Km amm W IM MSS °) ® aMM 0) KW am 9) Mm auax (TESTED UNIT) TYPICAL ELEVATION REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. lr POCKET , JAMB ANCHORS 2 TRACK SILL ANCHORS .!1WDUCf REvmm FlyeGi9g &9 Wilb 4!,&d6 AoecRlaoce R`o� � 71 �aPlratiw Rc'e 4-- C.Aww- D.L. OPENING D.LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16' D.L.O. WIDTH - NOM. PANEL WIDTH _ 6' PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16' LIAR 0 5 2010 I _o H40"I 19 g 0,-g U LEMM �Oii=N� Oa 0 (t o IL 0 .°� C zH a W D Ti N �LZ0_o J " n aWm J n � U n � � n 0 n s C 0=No TIN'- u M d 0 CZ-n 30= n ;'O'N a :�ry, � �OF drawing no. 6. 3 TYP (8) ANCHORS (EE SHEET 2-� -_-'. (8) ANCHORS �-`CLUSTER SHOWN f 1 v U 3 m 14' EXTERIOR EXTERIOR 3 TRACK HEAD ANCHORS O n m ro149 5/16- I- 146 9/16- I 97 3/4' F a a 48 1/8� ANCHORS IN PAIRS r AT HEAD/SILL/JAMBS ' MAX. HEAD ANCHORS 14HEAD ANCHORS 2, 3 OR 4 PAIRS HEAD/SILL 2 OR 4 PAIRS AT SRLE ENDS SEE SHEET 15 AT CORNER STILE ENDS 6" MAX. AT 3- O.C. Po CHART ON SHEET 15 HSEAD SEE CHART ON SHEET 15CAPACITY FOR CAPACITY 1 CORNERS I II REINFORCING --- AT INTERLOCKS OPRONAL M i H H 0 FOR ScnPacliv F j, H N II 2 POINT Ir �I 2 1/8I _ �' DOUBLE LOC SEE SHEET 2 DESCRIPTION S 2 PONTD.L 42 /--- --- -.L.OP(fl ,TL ; OPG. /� D.L OPG. II II m _ I DOUBLE LOCKS SEE SHEET 24 _ m 6 � o. // m //. n FOR DESCRIPTION of a a 0 11 II II II I II -4I= I L- I pOJ aQU OJ <aU OJJ gZU 000 0 N g U Q{II it-9 O �Nr 1 13/16- MIN. V p cy p aoo Z jZZ� 10. WO 5 v N m p C n N b �jg 4 L N J O rl 3 C3 L C $ 3NMe 1''1 ro d O v3 N .J 30LLn a� POCKET JAMB ANCHORS SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS 2 OR,4 PAIRS 2. 48 1/8' 4I 1/8 ANWIDTH 48 1/8' 48 1/8' PANEL WIDTH AT CORNER STILE ENDS. AT STILE ENDS PANEL WIDTH PANEL WIDTH in 3 TRACK SEE CHART ON SHEET 15 AT 3' O.C. JAMB ANCHORS FOR CAPACITY SEE CHART ON SHEET 15 FOR CAPACITY . . . ... . . ... . . . . . ... m I6' i -�{ 14' 3' (4) ANCHORSTER , EXTERIOR S . . .. (6) ANCHORS . . EXTERIOR 3 TRACK MAX TYP CLUSTER SHOWN SILL ANCHORS n (SEECLUS SHEET 22) (TESTED UNIT) TYPICAL ELEVATION 0 ptODUClREY® d amp'y6g wm 1lWfWW ='t¢aA1ng de -CeNu l'1•lt($•?o MAR 0 5 ;n1A 1rp oot� � is .(1,hkSr- ad tidy P Coa�o1P C°X"°' n 70692 = •• _ �' drawing no. ImoC� W10-31 0 DOOR FRAME W. FRAME WIDTH —PAN WIDTH NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 H L G H XXX (SHOWN) ©O oxx EXTERIOR XXo XXX (REVERSE) DOOR FRAME WIDTH FRAME Y NON—REINF. INTERLOCKS SEE CHART ON SHEET 13 H J7 H H H L XXXXXX (SHOWN) OXXXXO THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. 6% Alen �Y L) o 3 0 FOR DOORS USING 90' & 135' CORNER STILES a m LIMIT MAX. DESIGN LOADS TO f60.0 PSF S 2 N a �a a a o 010 U tyt1 tiO CIO Ixo a:0.a 00 dtrc a53G'G 1 �ZW_o O IS B6MR 01 NOR .14 I lbul Z © — a © �� 0 DOOR FRAME WIDTH w V— H. y H [44' 1 L $ I t 1 o K XXXXXX (SHOWN) XXXXXO (SHOWN) OXXXXO J m O m C � $ m N 0 R 135' CORNER DETAIL 'P' ON SHEET 22 Lm OPTIONAL IN LIEU OF JI z FRAME WIDTH y � PANEL WIDTH $ O O EXTERIOR �O ON OK t9100DCf eENI 90' CORNER DETAIL '0' ON SHEET 22 lle8wtlt.lYlNntitlL 135' CORNER DETAIL 'P' ON SHEET 22 NON—REINF. INTERLOCKS b mi.g ddi0y E0Ja OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 Aeeeptaeee No )7121A• ) FRAME WIDTH ELPiMy oWte�� z PANEL WIDTH E, IS .�q.�.�._ `g s w Mira' pmdm Ccord _ g U v W O O Zi I Cm— O O - 41 MR C © EXTERIOR 90' CORNER DETAIL '0' ON SHEET 22 NON—REINF. INTERLOCKS OPTIONAL IN UEU OF J , )�: ````�711111� 135' CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 ��� �� VCEySF-'• ;gyp 1 NOTE: MAR ® 5 2018 APPROVED CKETCONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. THREE (3) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. I a drawlono. W10-31 DOOR FRAME W. H I I I I� ly ti N L I a' O lO a• I I M r-- I� ly isI I I I DOOR FRAME WIDTH e.. .. .......N i-. nry i_50111.,�' �.L m Fl- THIS APPROVAL QUALIFIES DOORS WITH APPROVED CONFIGURATIONS SHOWN WITH 90' AND 135• CORNERS I L v WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. Z m^ A FOR DOORS USING 90' & 135' CORNER STILES 0 '� V LIMIT MAX. DESIGN LOADS TO ±60.0 PSF pgg a It aWC XXXP SHOWN) DOOR FRAME WIDTH DOOR FRAME WIDTH OaoO� IIANEL WIDTH NON-RE1NF. INTERLOCKS 0 -3 b --- SEE C RT ON SHEET 13 N N •1 H J H I H H .rij Sri o- •. %b OI IO V f al la M I a l ___I I ___ L PXXXXXXP (SHOWN) L O O EXTERIOR O Iv 90' CORNER DETAIL '0' ON SHEET 22 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH I I I� W I IU �U a0 O I o I M I 5 a a c H J H K L PXXXXXX(SHOWN) XXXXXXP _NOT PART OF THIS I& vV DOOR FRAME WIDTH F I I I I� H — H J M H 10 �' O 1 6�- i= o- =a 1 a +�o I I M N r Tr. I 10 to la I PXXXXXO(SHOWN) OXXXXXP APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS THREE (3) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. 13J- UUKNEK DETAIL �P_ ON SHEET 22 OPTIONAL IN LIEU OF J /f"ccc ruecr nun e u a . . as I .cOTIM't�1 135 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 14AR 0 5 2018 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. �. 1 Q 5.2 IL p y Z9 00 g m �I N ' sssF�•••: 1 I OF :Qy�� drawing 2no. 5 e e c R FRAME W. D001 I K1 w H o G 0 XO (SHOWN) fox— —y DOOR FRAME W I I 5= Kt w H w to o Lt G XX DOOR FRAME WIDTH N H J1 r G7 OXO (SHOWN) OXO (REVERSE) K1 #8 X 3A' SMS 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF JI OXXO XXXX(SIMILAR) APPROVED CONFIGURATIONS NON —POCKETED DOOR $ (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS TWO (2) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED V CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS /lr M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y b Z m ARE PRESENT. 3 FOR DOORS USING 90' & 135' CORNER STILES O LIMIT MAX. DESIGN LOADS TO t60.O PSF IZ O�H�+ tt M 0 G aco 0nNp (L ZN� a _hum O ' � � o O C N N e M m i n 555 O 0 z Cy uJ N C U 3 N^ 1O M d O �' � N N �Z_j 30p¢ M ORODUCFRg1/EW mt tmsplyiss with the A." t"dw+ee.1c A.MIssm No j7 IZIQ• 2b E&Ybo " Dote & 1 Ii—. i . Cl,. -T O EXTERIOR J1 O Gi 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P. ON SHEET 22 OPTIONAL IN LIEU OF A MAR p 5 2018 NOTE: _ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. o drawing no. W 10-31 sheet 7 of 2g DOOR POCKET CAVITY NOT BY CGI FRAME NOT PART OF THIS NOA WITH DOOR FRAME WIDTH r-- LI 1 �0 a0 6 U la d � M K7 I I L-- L____ O EXTERIOR K1 PX (SHOWN) XP Dool��i I � I Fi la 0 J7 al 0 I I o I M M I PXXP DOOR FRAME WIDTH I � I w I J I lam O fD b Oj 0 I 1 M M 1 o I I I I PXXXXP DOOR FRAME WIDTH r- I H Ia H I J :0 d 0 o � M K7 1 L PXXXX (SHOWN) PXXXO XXXXP OXXXP DOOR FRAME W r-- LI j I � $$ Ix AO H fi 0O O I 0 I M L1 PXX (SHOWN) XXP DOOR FRAME WIDTH IY t5 ja0 01 O EXTERIOR J1 OM 90 CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF JI DOOR FRAME WIDTH NON-REINF. INTERLOCKS B SEE CHART ON SHEET 13 DOOR FRAME WIDTH pr O-5 - NON-REINF. INTERLOCKS �V SEE. CHART ON SHEET 13 ® h ~ b ofl I q g ; H EXTERIOR oo2M cy 0 THIS APPROVAL QUALIFIES DOORS WITH APPROVED o a ° c CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS o m WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 Q W O R N ARE PRESENT. p, z _ a FOR DOORS USING 90' & 135' CORNER STILES am LIMIT MAX. DESIGN LOADS TO ±60.0 PSF 46.2 0 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCA13LE PER FBC. W, Ulm i i imp —-- 90• CORNER DETAIL '0' ON SHEET 22 13T CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J DOOR FRAME WIDTH NON-REINF. INTERLOCKS v GAICRIVR v - v v 90' CORNER DETAIL '0' ON SHEET 22 136 CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 'RODOCt REyMM Eapirretbo NO--=�•�-c7L�2o Doh- qr�_, 4.t POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. �— `111111I111/f// o MAR p 5 2018 p •�� drawing no. DOOR FRAME WIDTH H L2 0 H O O _ XXXX (SHOWN) OXXX XXXO XXXX (REVERSE) XXXXXXXX (SHOWN) OXXXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEEF 13 FOR Op AND REINFORCING OPNONS FOUR (4) TRACKS THIS APPROVAL QUALIFIES DOORS WITH APPROVED ( I, y CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS I WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF CL Ft 6: o nd.f ;, m m 0 0 p CL.1 'ii �0 S 2 N Y. W=IL 6 0--c J o wIS Q .820 9V CORNER DETAIL '0' ON SHEET 22 1- NOM. PANEL WIDTH I 135 CORNER DEML 'P' ON SHEEF 22 OPRONAL IN LIEU OF Jl NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. RLODUC f RWffM --plylog with dw Fbdb fundingeode Ampteace No 17�12/k E.pin11M Date -o�„j]a:j� Dfpst M1h ndue( `11111n���nfffff ' o MAR @ 70592 '..11E OF �. R..'0�'s�G�� W1 0-31 0 c I0 DOOR FRAME WIDTH XXXXXXXX (SHOWN) OXXXXXXO XXXXXXXO (SHOWN) OXXXXXXO 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J THIS APPROVAL QUALIFIES DOORS WITH APPROVED U U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS �� o WHERE STILE CONFIGURATIONS SHOWN ON SHE 22 0 ARE PRESENT. Z m a 3 FOR DOORS USING 90' & 135' CORNER STILES m m LIMIT MAX. DESIGN LOADS TO t60.0 PSF f cl 0 g 09 a`;" IL OGy�+ vo � o� o 0 °dbalN 0 a 2 U) 50m Q W Omi �e ... U .on S O n w O a I- o l 1 z O 1�1 v g C f` m VmDUCfREVIM O N M e e. mmpFJTeYvilY TYe Wed/G � 3 r7 m Tmldinsfth- Amptaace N. Zf • Zp E�E c Z Eipir11" Date 2 O �S? w 0 va�o `11111uuuryT��'' Hz- MAR 0 5 2018 ,'��� NOTE :tr� APPROVED ONFI OTIONS 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. �.':'� drawing n0. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS OF3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. ! ooh.:' \��% FOUR 4\\ TRACKS '� s r.• �C7� W10-31 J 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ��/�NAL11,, sheet 10 of 28 DOOR FRAME WIDTH I j a m � � � �• o- I 0 I M H 0 I I L PXXXX (SHOWN) XXXXP DOOR FRAME.WIDTH NOM PANEL WIDTH NON-REINF. INTERLOCKS 7a�.1 r1 �t.l.t.9• l kT) T) EXTERIOR v v d/ I& DOOR FRAME WIDTH r- I I W IC la �1 o I M I J H H H H M I I I I I I� I Ix X10 I 1 1 UO 1 1 a ¢I I I I I I PXXXXXXXXP (SHOWN) L O APPROVED OONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR (4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. Nnu PANFI unnrWNON-RQNF THIS APPROVAL QUALIFIES DOORS WITH APPROVED r, CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS Aq�v WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES LIMIT MAX. DESIGN LOADS TO ±60.0 PSF m m ®k q, ; S a ENO. N CIL o GNP t�i o paco.'� C 4NO Q W 7 LL N LL Z m ,$ r Qw2i rm v v v v _lb u EXTERIOR L% 99 CORNER DETAIL '0' ON SHEET 22 135• CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. v v o"DUC E {TEVIRM W caaVjyhi Jtb FAIIIIIIIII 4mdiaRColo -IZ • 20 AaIpmace Na p'jpiratisa urc lc�. l �� �r� Ioi.aCapw 6 OR 0 5 2018 AH,,''''' }vD ss, '•.. �, I ,• ATOF drawing no. a ��.. W10-31 DOOR FRAME WIDTH L w I ti I I Om O � la 1 o I M O I I O H J H H H o- b PXXXXXXXX (SHOWN) XXXXXXXXP OXXXXXXXP POCKET CAVITY NOT B NOT PART OF THIS NOA DOOR FRAME WIDTH r- L I 1 I IL 1 M PXXXXXXXO (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS (NON -REINFORCED SHOWN) SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS FOUR_(4) TRACKS POCKETS ARE NOT PART OF THIS APPROVAL AND TO BE REVIEWED BY AHJ. THIS APPROVAL QUALIFIES DOORS WITH APPROVED p CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �V ARE PRESENT. FOR DOORS USING 90' & 135' CORNER STILES m 0 y m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF OggI, O:CG t co 1 0i ,vi m paco 0 obe a a ��s �I11 i :L Z N �ZZV'w WJy Q W mrL F 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN UEU OF J 90' CORNER DETAIL '0' ON SHEET 22 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PRODUC P REVIM 04 —plyinwit4 tie Fbdk t�mni�o i<� MAR 0 5 201 ' /7 z k iO ••. JrA7a OF : •(yam dir,/a1wiOY •1 HAL ,,% sheet 12 of 28 GLASS CAPACITY CHARTS L% V_ _o O h° HOW N N W �Cl1 NOM. PANEL WIDTH IL O �i N G1'o mi NOM. PANEL WIDTH O ECG eoi C) .6 �U) Q W to LL ZOEa o Jay W N �C F NOM. PANEL WIDTH O g N i N n N L v "PAMNEL z 00 W O �/l C h 3 NN o O tl ci -03 APPUCABLE FBC EGRESS 3 ZO W o REQUIREMENTS TO BE - REVIEWED BY AHJ. CJ M 0¢ O ORODVCrRV,7W,, �8 Ead4. tYe Fheiit Aeeeptaafe No_ )Z/ -� '^ EAR Date 2 e �6ti .� W W ty mbo NOTE: a GLASS CAPACITIES ON THIS SHEET ARE le EeBASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 N N 0592 2018 1 ATEOF� drawing no. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FORRoR1DR� INTERLocxs INTEELOCKS ABOVE +60.0 PSF ONLY. W O ReINF. WITH REINP. DESIGN LOAD CAPACITY - PSF (GLASS) xou. PANEL 871IB 000N tBA1BFR of PANELS GLOSS TYPES 'A' h 'Al' GLASS TYPES 'B' k 'Bl' nNTEELocEs W/O REINP. D4TERI.ocEs WITH RE 3/16- ANN. GLASS 3/16- ANN. GLASS 075' Intedayer 075' Intedayer 9�U � Saflex CP With PET Core Saflex CP With PET Core BR'Eastman Chemical Co.' 'Eastman Chemical Co.' o 1 Z C R 090' Intedayer 090' Intedoyer 3 Saflex Clear And Color Glass By astman Chemical Co.' Safex Clear And Color Glass q BR'Eastman Chemical Co.'OR F � � � al 090' Intedayer Sen lag 3/8- AIR SPACE 090' Inteda er SentryGias y 0 0 ` u By 'Kumroy America, Inc.' By 'Kuraray America, Inc.' OR d � lNu 7 u. 090' Intedayer Trosifol PVB 3/16' TEMP. GLASS 090' Intedayer 0 By 'Kumrq America. Inc.' Trosifol PVB By 'Kuraray America. Inc.' n � 3/16- HEAT STREN'D GLASS 3/16- HEAT STREN'D GLASS a � m o 0 a 0 Q eg Ig SILICONE GE SCS 1200 SILICONE GE SCS 1200 W 0 tttvvv m g N DOW CORNING 899 DOW CORNING 995 m N DOW CORNING 899 DOW CORNING 995 11 2 0 M1 MI - XL EDGE SPACER ST. STEEL BY 'CARDINAL' Q W m it OR j 0 I Y I DURASEAL BY 'QUANEX' D'i O I SETTING BLOCKS AT 1/4 POINTS ON LITES ai O OR SUPER SPACER BY 'QUANEX' U 04 1 WIDER THAN 36' EPDM I SETTING BLOCKS $ m W E• DUROMETER 85t5 W k AT 1 4 POINTS ALL SIZES IXDM W W DUROMETER 85f5 00 t GLASS TYPE 'A' GLASS TYPE 'Al' S 0 W .0 M 7/16' OVERALL. LAM. GLASS 1' OVERALL INSUL LAM. CLASS 0 O�No n NM 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D CLASS �' 3 0 M'1 075' Intedayer 075' Intedayer d C 3 Z Saflex CP With PET Core Saflex CP With PET Core tL N O'Eastman Chemical Co.' By 'Eastmon Chemical Co.' R OR o 090' Intedayer 090' Intedayer V o Saflex Clear And Color Glass By 'Eastman Chemical Co.' Saflex Clear And Color Glass BByRCo! 'Eastman Chemical Co O R 090' Intedayer 3/8- AIR SPACE 090' Intedayer SentryGlos SentryGlas BR Kureroy America, Inc.' By.' Kuraray America. Inc G O OR � i 090' Intedayer 3/16- TEMP. GLASS .090' Intedayer z Trosifol PVB 'Kummy Trosifol PVB c PI 1-1 By America. Inc.' By 'Kuramy Americo, Inc.' "WDVCIrDEVMW g o N 3/16- HEAT STREN'D GLASS 3/16- HEAT STREN'D GLASS 1--F� wabliw FlwYp eeda c SILICONE SIUCONE AcceptanceNo �7^ 2 s' a i o �r GE SCS 1200 GE SCS 1200 ExPi/raies° ITah ,0 In DOW CORNING 899 m DOW CORNING 899 L 5 m y DOW CORNING 995 H DOW CORNING 995 Mr•ms - nxlucrCuyry iri c at e n !f ] M7 MI _ XL EDGE SPACER H o 'o 0 0 n c9 I. SETTING BLOCKS ST. STEEL BY 'CARDINAL' z o AT 1/4 POINTS ON LITES li I� i OR WIDER TIJAN 36- it It DURASEAL BY 'QUANEX' O o . Oi EPDM a OR O DUROMETER 85±5 O SUPER SPACER BY 'QUANIX' x 16 SETTING MAR p m [W.r LWy 1 BLOCKS AT 1/4 POINTS ALL SIZES n 'JC W X W EPDM DUROMETER 85±5 J a R 11 GLASS TYPE 'B' GLASS TYPE 'Ell 7/16- OVERALL LAM. GLASS 1' OVERALL INSUL LAM. GLASS `J��dr/'s [drawing �i�S'•IAi6R10I�:' G\� W1 0_3'� GLAZING OPTIONS sheet 14 of 28 It...Lt,���� TYPICAL ANi 3 KSI IN CLL CONCRETE AT MTG. INTERLOCK .EDGE EDGE Lii ° : '" odR OUAI �� " u ANCHOR TYPE A INTO 213Y WOOD BUCKS OR WOOD STRUCTURES TYPICAL ANCHORS WOOD BUCKS IN CLUSTERS NOTE SHEET 1 AT MTG. STILE 3 KSI &INTERLOCK ENDS SEE CHART CONCRETE FOR QUANTITIES . EGGDIST. o = JN ANCHOR TYPE A THRU 1BY WOOD BUCKS _ INTO 3 KSI CONCRETE DESIGN LOAD CAPACITY - PSF (ANCHORS) ROLL PAVEL N70M UNDIES IKIOR HEGRT MONE6 HEAD ANCHORS (TYPE A. B & C) SILL ANCHORS (TYPE 132) CLUSTER AT SRLE/POERIDCK ERGS CLUSTER AT SME/NTERIACR ENDS 4 TNT.(-) 8 TNT.(-) 8 TNT. - 4 ENT.(+) INT.(-) 6 EXT.(+) INr. - B EXT.(+) INT. - 24-1/8 .30-1/8 36-1/8 42-1/8 48-1/8 54 1/8 82 80.0 80.0 80.0 BOLO BOLO - - 76.2 80.0 - 72.4 80.0 - 68.7 80.0 - 66.8 80.0 - 63.4 80.0 - 62.0 71.1 59.5 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/a 48-1/8 54-1/8 54 80.0 80.0 80.0 - - 80.0 - - 75.5 00.0 - 71.6 80.0 - 87.9 BOLO - 64.3 80.0 - 62.3 B0.0 - 59.1 80.0 80.0 58.4 71.1 71.1 55.3 71.1 71.1 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 90 80.0 - - 80.0 - - 79.7 80.0 - 75.6 80.0 - 69.2 80.0 - 65.6 80.0 - 61.9 80.0 - 58.7 - 80.o 80.0 56.7 90.0 80.0 53.7 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/e 96 80.0 80.0 73.8 80.0 - 69.9 80.0 - 83.9 80.0 - 60.6 80.0 - 57.0 80.0 80.0 54.0 80.0 80.0 1 51.9 77.9 80.0 493 73.9 SOLO 24-1/8 30-1/8 36-1/8 42-//8 48-1/8 54-1/8 102 60.0 - - 60.0 - - 60.0 - - 60.0 - - 59.3. 60.0 BOA 58.2 60.0 60.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 60.0 44.3 54.4 54.4 42.0 54A 54.4 24-1/8 30-1/8 36-1/e 42-1/8 48-1/8 53-1/8 t08 60.0 80.0 60.0 60.0 39.3 60.0 60.0 52.5 60.0 60.0 48.1 60.0 60.0 48.8 60.0 BOLO {4.S 60.0 60.0 423 BOLO 60.0 41.8 54.4 54.4 39.4 54.4 54.4 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 60.0 - - 60.0 - - 60.0 - - 57.2 60.0 60.0 51.9 60.0 60.0 49.2 1 60.0 60.0 45.9 60.0 60.0 43.6 60.0 60.0 41.5 60.0 60.0 39.4 59A 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/B 120 60.0 - - 60.0 - - 56.9 60.0 60.0 54.0 60.0 60.0 48.8 60.0 60.0 46.3 60.0 80.0 43.1 60.0 60.0 40.9 60.0 60.0 38.9 59.4 60.0 38.9 65.4 60.0 TYPICAL ANCHORS IN CLUSTERS AT MTUDE 1BY WOOD BUCKS &INTERLOCK EENDS SEE NOTE'SHEET 1 SEE CHART .FOR QUANTITIES EDGE' 111ST. ' °3 5/8'- m a ANCHOR TYPE B DIRECTLY INTO 3 KSI CONCRETE TYPICAL ANCHORS IN CLUSTERS METAL STRUCTURES AT MTG. STILE SEE SPEC BELOW & INTERLOCK ENDS SEE CHART Z M FOR QUANTITIES EDGE 3 5/8' F f Z Nr DIST. it 0011, m z tt O ��g 0i"iwn cif�N1 .1 max nN �KK1° o ANCHOR TYPE,C INTO METAL STRUCTURES c o o O 0.0 J OR APPROVED MULLIONSy y o n W. Q LL WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO UU1 �6 905 o B MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH 2 cog TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL. < w TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD- ' - - ' - ' - TYPE 'A'- 1 /4' X 3-1 /4' ULTRACON BY 'ELCO' (Fu-177 KSI. Fy=155 KSI) ' AT JAMBS- ' - ' - • - ' - ' -7 TYPE 'A'- 1 /4' DIA, ULTRAGON BY 'FLCO' (Fu-177 KSI. Py=155 KSI) I = 0 THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES v m 1-1/4" MIN. EMBED INTO CONCRETE II 1-1/2' MIN. PENETRATION INTO WOOD I o C n THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY I 1/2" MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o w TYPE 'B'- 1 /4' X 3-1/4' ULTRA.CON BY 'ELCO' (FU=177 KSI, Fy-155 KSI) " TYPE 'B'- •1./4' DIA ULTRA -CON BY 'ELCO' (FU=177 IM. Fy-155 KSI) p DIRECTLY INTO CONCRETE I I DIRECTLY INTO CONC. OR MASONRY I N ' 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c a =-• o I TYPE 'C'- 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I TYPE 'C'- 1 /4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) n n INTO MIAMI-DARE COUNTY APPROVED MULLIONSI I INTO MIAMI-DARE COUNTY APPROVED MULLIONS '^ ;O N I,Mj O OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) EEz 6 C Z U, (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I 3 0 _ n ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 0 , " ' STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) STEEL:- 1/8- THK. MIN. (Fy - 36 KSI MIN.) TO BE PLATED OR PAINTED) (5 V o f (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L�. : . - . - . - . - . - . - . - . (STEEL IN CONTACT WITH ALUMINUM .. - . - - . - . - AT SHJ. • TYPE 'B2- 1/4 DIA ULTRACON BY 'ELCO' (FU-177 KSI, Fy-155 KSI) anNeHOR ETx_ OI�rAN .tS INTO CONCRETE MASONRY - 2-1/2' MIN. DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE CT INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. •RODI16PgEYT66p umNaplylpgwitylieF7w�5 --.-.-.-.-_- -.-.- - WOOD AT HEAD OR JAMBS SG-0.55 MIN. z ,• c CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. �ing C`eN� 2 MIN. o Q u NOTE: C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI gi��Q2� ANCHOR CAPACITIES LISTED ON THIS SHEET TO BE USED IN CONJUNCTION SILL RISERS OPTIONAL SILL DETAILS 6,. y a SEE SHEETS 14, 15, 17 & 18 FOR XI1'�Rhd MIeAV C'b11pi z L4 WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY LOWER APPLICABLE VALUES CONTROL. s 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B ANCHOR TYPE B gN� iii m i TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE � I� � DIRECTLY INTO 3 KSI CONCRETE o o a PLEASE SEE FOLLOWING SHEETS FOR DETAILS. mN c 3 \\ \1�I1II1I IIII!/j // o , a F o PO ED,& HARDENED wNO-METAUJ /NON -SHRINKAGE ANCHORS �7 :• �{ 7 1 n: YET = IN CLUSTERS J LUlor AT WIG. STILE v $ c drawing no. rz HIGH STRENGTH GROUT - fc = 5000 PSI MIN. ATE OF (y: & INTERLOCK ENDS ®•• AYORIDP., • SEE CHART ���•'•• (y 0 ` W1O-3� LIMIT ENT.(+) LOADS TO 60.0 PSF FOR DOORS W/O REINFORCING ALL SIZES NOT BY C.G.I. FOR QUANTITIES �i s \ LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. MUST TRANSFER SHEAR /�1�\�\\\ sheet I5 of 2$ LIMIT ENT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. LOADS TO STRUCTURE II111111 3 KSI IN CLU CONCRETE AT MTG. &.INTERLOCK EDGE 6T.' SEE ' F1DR Q.V* " ANCHOR TYPE AJ INTO 213Y WOOD BUCKS nR wnnn CTRi irn IRFC WOOD BUCKS ... IN CLUSTERS NOTE SHEET 1 AT MTG. STILE 3 KSI & INTERLOCK ENDS CONCRETE SEE CHART FOR Q1IANTITIES I I�.EDGF DIST. .. L1 Qzm Omm DESIGN LOAD CAPACITY - PSF (ANCHORS) NoM PANEL WIOM 91G11l4 DOOR FRAME HEIGHT UIGES HEAD ANCHORS (TYPE A. 8 & C) SILL. ANCHORS (TYPE S2) CLUSTER AT S9lE/INnX= ENDS CUISM AT SRE/98ERLOCK ENDS 4 EXT.(+) INT. - 6 ENT.(+) INT. - 8 E](T.(+) TNT. - 4 EXT.(+) INT. - e EKT.(+) INT.(- 8 EKT.(+) Kr.(-) 24-1/6 30-1/8 38-1/8 42-1/8 48-1/8 54-1/e 82 B0.0 80.0 80.0 60.0 80.0 - - 76.2 80.0 - 72. 880.0 68.7 80.0 66.8 60.0 - 63.4 60.0 - 62.8 80.0 69.5 60.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 18-1/B 54-1/8 B4 60.0 80.0 80.0 80.0 75.5 80.0 - 71.6 80.0 - 67.8 80.0 - 84.3 So.. - 62.3 80.0 - 59.1 80.0 00.0 58.4 80.0 80.0 55.3 80.0 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 90 80.0 - - 80.0 - - - 75.6 80.0 - W7..'O - 68.6 00.0 - - 58.7 80.0 80.0 80.0 53.7 ... 80.0 52.8 1 79.2 60.0 50.1 75.1 80.0 2h1/8 30-1/8 36-1/8 42-1/8 48-1/8 54-1/8 95 8MO - - 1 80.0 - - 73.0 80.0 69.9 80.0 63.9 80.0 80.8 80.0 80.0 80.0 54.0 80.0 SMO F4"2 77.9 80.0 49.3 73.9 60.0 72.3 80.0 45.7 68.6 80.0 24-1/8 30-1/8 36-1/8 42-1/8 48-7/8 54-1/e 102 60.0 60.0 60.0 60.0 39.3 60.0 60.0 55.2 60.0 60.0 52.7 60.0 60.0 50.0 60.0 60.0 47.9 60.0 60.0 45.5 60.0 60.0 44.3 60.0 60.0 42.0 60.0 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 SS-1/8 108 60.0 - - 60.0 60.0 - - 60.0 55.3 60.0 60.0 52.5 60.0 60.0 49.1 60.0 60.0 46.6 60.0 60.0 44.5 60.0 60.0 42.2 60.0 60.0 1 41.6 60.0 60.0 39.4 59.1 60.0 24-1/8 30-1/8 36-1/8 42-1/8 48-1/8 114 60.0 60.0 60.0 - - 57.2 60.0 60.0 51.9 60.0 60.0 492 60.0 60.0 45.9 60.0 60.0 43.6 60.0 60.0 e 41.5 60.0 1 60.0 1 39.4 59.1 60.0 24-1/8 30-1/8 36-1/8 42-1/B 48-1/8 120 60.0 - - 60.0 - - 56.9 60.0 B0.0 54.0 60.0 60.0 48.8 60.0 60.0 46Z 60.0 60.0 d 43.1 80.0 60.0 40.9 60.0 -To0 IOi 38.9 58.4 60.0 36.9 55.4 60.0 t TYPICAL ANCHORS IN CLUSTERS TYPICAL ANCHORS & AT MTG. STILE IN CLUSTERS BY WOOD BUCKS AT ENDS AT MTG. STILE METAL STRUCTURE EE NOTE SHEET 1 SEE CHART &INTERLOCK ENDS SEE SPEC BELOW FOR QUANTITIES SEE CHART FOR QUANTITIES EDGE FIST.` •.� .'3 5/8' CONCRETE EDGE 3 5/8' ANCHOR TYPE A mN ANCHOR TYPE B mx mx THRU 18Y WOOD BUCKS ANCHOR o DIRECTLY INTO 3 KSI CONCRETE m INTO METAL STRUCTURES N INTO 3 KSI CONCRETE OR APPROVED MULLIONS WOOD BUCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD. FRAME HEAD AND SILL -AT HEAD- - - - - -AT JAMBS- - - - - F TPE 'A'- 1/4' X 3-1/4' ULTRACON BY 'FLCO' (Fu=m K51, Fy=155 KSI) E •A'- 7/4' DIA a ON BV 'ELCO (Fu-m KSI, Fy=155 Ksl) THRU 1BY BUCKS INTO CONCRETE INTO 213Y WOOD BUCKS OR WOOD STRUCTURES ' 1-1/4' MIN. EMBED INTO CONCRETE II 1-1/2" MIN. PENETRATION INTO WOOD THRU 2BY BUCKS INTO CONCRETE THRU 1BY BUCKS INTO CONC. OR MASONRY 1/2' MIN. EMBED INTO CONCRETE II 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4' X 3-1/4* ULTRACON By 'Inn' (Fu=177 KSI. Fy=155 KSI) TYPE 'B'- VC DIA. ULTRACON BY 'Et CO' (FU-177 KSI. Fy-155 KSI) I DIRECTLY INTO CONCRETE II DIRECTLY INTO CONC. OR MASONRY 2' MIN. EMBED' 1-1/4' MIN. EMBED INTO CONC. OR MASONRY _ TYPE •C'- 1 /4' DIA. SELF DRILLING RED (GRADE 5 CRS) I I TYPE 'C'- 1 /4' DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS I I INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) .. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE II (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy 36 KSI MIN.) STEEL• 1/8' THK. MIN. (Fy = 36 KSI MIN.) - - - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) � - -AT SHb - - - - . - ANCHOR EDGE DISTANCES -. TYPE '82'- 1/4' DIA, ULTRACON BY 'ELACOSRI (Fue- KSI. Fy+•1 - KSI) INTO CONCRETE OR MASONRY - 2-1/2' MIN. DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE - 1' MIN. 13/4" MIN. EMBED INTO CONCRETE I INTO METAL STRUCTURE - 3/4' MIN. L- . - . - . - _ _J WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pe - 3000 PSI MIN. NOTE: ANCHOR CAPACITIES LISTED ON THIS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. SHEET TO BE USED IN CONJUNCTION SILL RISERS PRoDUCfREVamSEE SHEETS 14. 15. 17 & 18 FOR OPTIONAL SILL DETAILSe'CO1APIyI09-ilb"mrAd;dI WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY HutdingCode 1'2l2 LOWER APPLICABLE VALUES CONTROL Ampt-eNo Y"_-4' U U9 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B z ANCHOR TYPE B EP imde8 1C TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETES DIRECTLY INTO 3 KSI CONCRETE PLEASE SEE FOLLOWING SHEETS FOR DETAILS. mx hf1m \ Q V! UMII EXL(+) LOADS TO 60.0 PSF FOR ODORS W/O REINFORCING ALL SIZES LIMIT ENT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. LIMB EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. PO ED &HARDENED NO-METI W /NON -SHRINKAGE HIGH STRENGTH GROUT PO = 5000 PSI MIN. - NOT BY C. .1 MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL .ANCHORS / IN CLUSTERSAT -// & INTERLOCK ENDS MAR D SEE CHART 2018 FOR QUANTITIES (a14.v Z �m O W a a 4 N o0oo` � it O t U" OIT� o i� 0 O'3tj Z rczo �ZWggo 111111111 //j o �(� �uC 3F'•;'V I n s OF drawing no. c IDR:•�y`�`� W10-31 7/I1 �LN�1�`` sheet 15 of 28 a 74- 0 q A u5 Z a � 6 0It WEEP SIZE 1/4" X 1/8" v . c OF 0 C .� REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. fZ' 92 4 N IL zy_ m OPTIONAL SLANT SILL ADAPTORS a 6.2 0 I S J N 11 o C q � 1 so O Li DECORATIVE SILL COVER za c w x 'Oj OPR011A1. � C 0 F N o �NM e 1 3oun "WDUtr REV190 u oo®PlYlwg wits am Uutding Coda: _ RISER FOR LOADS E +60 PSF LL RISER MD. FOR LOADS 3OVE +60 PSF \\tt�ttllttllllflfff o :- \\\�J.f1•Ah1 D MAR 0 5 2018 = I� '• O • AT�� /� drawing no. W10-31 THREE (3) TRACK DOOR DETAILS a O 1� F3121i+"t�:-- �ill� n TYPICAL FOE 0 , (9 EXTERIOR EXTERIOR O I REINF. AS REOD. SEE CHART ON SHEET 13 FOR CAPACITY INTERLOCK (REINFORCED) DOOR FRAME O 1/2' MAX. LOAD BEARING SHIM z 0yj 0. q �n ,. •.. TYPICAL ANCHORS 7 . SEE ELEV. u FOR SPACING u - u :.a 5 O INTERLOCK (REINFORCED) #10 X 1-1/4' SS PH 1 PER O 3 PER PANED AT 18' FROM EACH END AND AT MIDSPAN 3/4' SS FH SMS 1 PER CLIP THREE --�� TRACK DOOR DETAILS O ASTRAGAL PROI u cu �T AmeF E-Fir t, f 4' MAX. BEARD SHIM FIXED PANE I EXT. " 0 5 2018 U' Z p = q ` p ��`aIL cc o p 0 aa a paco.4 Ir �iqO j Q � (1) a (L 2 to _ - - �I0m�,,�I1 om J n m n RH O n 'PREYIiB1 8 w 'D On with the radk ,� C � �i2i «N• � zeEZ q =N o a Wle g 3NM� O M 30 0 METAL 0 V STRUCTURE O TYPICLEV.ANCHORS SEE EL FOR SPACING in � U e $ � drawing no. 9`; W10-31 U� SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS �� n 0 = EDGE DIST. 1 3/4' zZ' EDGE DIST. 1 3/4" O q 3 KSI CONC. m m •a; ' : ' Z `9 I w vl 1. 13 KSI CONC. w I Q 5 n a e - O IL g e s O 0: u Ea WEEPEFSIZE 1 /4" X 1 /8" n LL RER TO SHEET 15 FOR VARIOUS INSTALLATION CONDmONS C 0 o' O •MI1 10 1,.... QaCOd C1 Al s E26 0 11 NN O III�I(g�III O J I A P I Z N o QW .. ri F i OPTIONAL SLANT SILL ADAPTORS II _ it it i. - 'I � m ii !! DECORATIVE SILL COVER w OPTIONAL O II i p IJ 0_ C S2 F �. it 11 � a iti II 0:C^ � O 11 I V.• U p N N w = ao a w = ' o 0 m W J W W t zl v3JN z n ��',' i li ¢ i4 it it o zd � � C z LL n c W i o W !� I! o. � �•o_ O it I I- SILL RISER E6.1 OPTIONAL FOR LOADS O i OVE +60 PSF ! II POURED a< HARDENED o W W HIGH STRENGTH GROUT it h II NON -SHRINK. NON -MET WC SILL ISER. p EB REQD FOR LOADS tl Pc = 5000 PSI MIN. II ?�RODUGt' v ,=3 0 NOT BY CGI WINDOWS ® ABO +60 PSF - - MJ MUST TRANSFER SHEAR LOADS TO STRUCTURE J KpaWbace rc -f 2 f . q 1 e, �til♦„ .LL... O M % �Z W O 'CCI�Ot O J 2 2 0 E7 2 g x O N rn ♦♦\\1111111/!/f�� o ��'.� ucE sF •. � � re e pp��ppBBtl6 . • I : m 3 KSI CONC. I ...� I 1 41®5 J KSI CONC. 1O1W - I o EDGE DI' i. SA' EDGE DIST. OF ' � � drawing no. SEE SHEET 15 FOR ANCHORS ��. '•. I���� SEE SHEET 15 FOR ANCHORS i S `• G♦� W� 0-31 TWO (2) TRACK DOOR DETAILS ''iS���AI\ ♦♦ eheet18ot28 TYPICAL ANCHORS TYPICAL F01 W #10 X 1-1/4' SS PH SMS L1 Ci 1 PER CLIP z O � 3 PER PANEL 1 /2' MAX c0i o AT 18' FROM EACH END M2 AND AT MIDSPAN LOAD BEARING TYPICAL ANCHORS SHIM SEE ELEV. FOR SPACING 08 X 3/4' 1SPER CLIP EXTERIOR DOO------------------- R FRAME WIDTH �— FIXED PANEL TWO () TRACK DOOR DETAILS 2 m mm 2 0 q mNm h N 4 S N O IL wit Otop O 0. 0 4 O -3byrc le JJo Q W?LL N �(o oYa '405W0€v I � o C I m N O PROWCVREVEM o ftxw"g Code Amnrooce No �7 tzty.7� o 0 w V Plndta Rated � FC4m N o N I Cif d a3M� 4° MAX. z C Z 3 O o BEARING n — •- SHIM _M1�RU� yCTURE V O MAR 0 5 2010 FOR SPACING i d L�l o o Zi O W Vl CO N O tuultuirr I o o 7 92 or; AOF �` ysnoR•�ce o drowing no. W10-31 Inr1rf YY.` 1111YYY` sheet 19of 28 e- REFER TO SHEET 15 FOR VARIOUS INSTALLATION CONDITIONS. O q� q N Q � N O a. Otym 0 gyp WEEP SIZE 1/4' X 1 /8' o Z R o ®aoas c -a k%T 116 0°, � N v U e o C I n 0 o OPTIONAL ° o SLANT SILL ADAPTORS a v to 5- DECORATIVE n m 4 SILL COVER 3 N M e OPTIONAL M m f� d s Z n g U `41 O ?ei J VFFM SILL RISER EB.t REOD. FOR LOADS ABOVE +60 PSF SILL RISER REOD. FOR LOADS I" ABOVE +60 PSF rti II II � II II II II II J 3 KSI CONC. MAR 05 FOUR (4) TRACK DOOR DETAILS i I m c n a tr_ $ ✓ drawing no. 9 W10-31 TYPICAL ANCHORSSEE FU L o FOR SPACING PANEL WIDTH 1� n 1/2- MAX. G2 E6 1/4" MAX. 3 Z q m LOAD BEARING SHIM M15A 1 LOAD BEARING L3 'SHIM METAL n — q 01 z 1 D.LO. STRUCTURE F � 6 ti f w. o qo ._S" g c°' --------- TYPICAL ANCHORS SEE ELEV. INIuu FOR SPACING D M n m p aca 1 n 1 O II a LLZW_o N II M14A M16A t =0 01. z m u • Q g O N � '° • � II 8 g m U n C � n ' N' , LA\� EXTERIOR I - E27 O EXTERIORLd #10 X 1-1/4" SS PH SMS UI- DOOR FRAME WIDTH1XB O 1 PER CLIP 3 PER PANEL G 1 •p In C OR ER OR AT 18" FROM EACH END M2 WOOD BUCIX. KS 1/2' MAX. ` AND AT MIDSPAN 1/4- MAX.. � 0f 3 M LOAD BEARING SHIM �'' #8 X 3/4- SS FH SMS 1 PER CLIP LOAD BEARING SHIM METALd z 3 M m STRUCTURE � z � .. 1/2' MAX. LOAD BEARING n u o z o� o TYPICAL ANCHORS3 SEE ELEV. TYPICAL ANCHORS v U SHIM FOR SPACING 1. SEE ELEV. H .- II u FOR SPACING TYPICAL NC RS II II Ln FOR SPACSEE I G u 8 mm�2 N_ _ _ _ _ _ •ROOLICPREVF�p c tl W� Le a z o Aoeep AmvPtnt C.N. N.1 -/t/ rVl w m o -m uetc EXTERIOR o m EXTERIOR S Lti.,: LAal/ ,,., `1111nu1Ut DOOR FRAME WIDTH DOOR FRAME WIDTH �� • V i •'•" y \ •' - * --il 8 2XB OR LARGER WOOD BUCK OR WOOD STRUCTURE MAR 0 5 fffiVVRRVRVR �A-.J 1- ;'C i O drawing no. FOUR (4) TRACK DOOR DETAILS 1018 %S,�OAIAL��C`��` �T71tIl W10-31 sheet 21 YY1`� of 28 f AT 6• FROM ENDS &12-'D.C. 1 3/4' 3 5/8- 3 5/8• i Y• (4) ANCHORS 6' 6• 8' (6) ANCHORS 6' 3' 6� 3• 8' 3• l i • (8) ANCHORS 6' 3' 6� 3• 8' 3' TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK ABLE FOR OUTSIDE CONFIGURATIONS FH THREAI AT 6' FROM !ED WELDED JOINTS EAD/SILL �V ro O �w z �a sm oo°o O A.0 ` gee O dorm ci ply m p aoo t�p 0 ay0 O2 .J�m¢ 466E •.�`6 Sy1� ��` w 's eRODDCCruvr�p (4) ANCHORS mmoWyF %tytkradp 0Z W w AocePtuce No —(Z( •� 6• 6- 6- CtPlntw Wte—q e, Wake" Iail.et e�auY in (6) ANCHORS o ^ n 6• 3" �6' *6� ````�� �tll Illllll/l'''' � •t *6� MA (8) ANCHORS � �•, a �111 �1 G—��• 6� 3� 6� 3• R 0 5 2018 F :�(y`: drawing TWO (2) TRACK THREE (3) TRACK FOUR (4) TRACK ......'•L�. W10-31 EXTERIOR MOUNTED j POCKETED JAMB to 0 TYPICAL ANCHORS m 3 TYPE A. B OR C Z n ® AT 6" FROM ENDS AND 0 q 9' O.C. INTO WOOD/CONC./METAL q a 6" O.C. INTO BLOCK ONLY 1-1/B" MIN. IL S 1-1/2" MIN. WOOD EMBED O p 11 o g�T EDGE DIST. 1-1/4' MIN. BLOCK EMBED 0 d TYPICAL PAD PILE INSTALATION LOCATION 1-3/4" MIN. CONC. EMBED d 1/8" MIN. METAL THICKNESS Q; O C CONC. i 0 y r '." BLOCK 0 2 1 I WOOD a02M o METAL 0 IL G Q t�o�tagq}y O Ny�y�Ib \ON Q W Q12 EXTERIOR � o 0 � V C 1 I � m N 0 o Q L v TYPICAL AT PANEL 4 CORNERS _ H u~i POCKET CAVITY NOT BY CGI O 04 04 o NOT PART OF THIS NOA TO BE RENEWED BY AFU "�' O N n d p3 n DOOR FRAME WIDTH z C Z 3 0 2 NOM. PANEL WIDTH O O O O O O biltolItucraymat, o� AatPdoa No � It wbi ii II .:. j 6 l.� O O O O O O O R4em'Badr ra0oelCoepy �" . a .......... .... It x E 0 s z o O EXTERIOR 2 ;``tttttt AN, J�...N MAR p52018 =_ = 0'•, OF ;/` drawing no. W10-31 '����/o�jl1it���`` sheet23ot28 CODE PART No. DESCRIPTION MATERIAL MANUP. REMARKS Et CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - E3 CCI-186 FRAME HEAD 2 TRACK 6063-76 CGI EXTRUDER - E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - E6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER - E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER - E8 CGI-157 SILL RISER 6063-T6 CGI EXTRUDER - EBA CGI-181 ALT. SILL RISER(OPTIONAL) - 6063-T6 CGI EXTRUDER - E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E10 CGI-159 INTERLOCK REINFORCING (LENGTH FRAME HT. - 8) 6063-T6 CGI EXTRUDER - E11 CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - E12 CGI-161 FRAME JAMB 3 TRACK 6063-76 CGI EXTRUDER - E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - E16 CCI-121 7/16' CLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E17 CGI-123 1' GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER E20 CGI-155A MAIN STILE (OPTIONAL) 6083-T6 CGI EXTRUDER - E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGI EXTRUDER. - E22 CGI-15BA ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E23 CGI-168A OUTER -TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - E24 CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063-76 CGI EXTRUDER - E25 I CGI-184 2, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER E26 CGI-187 2. 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER - E30 CGI-1030 FRAME JAMB 4 TRACK 6063-76 CGI EXTRUDER - E31 CGI-1057 FEMALE CORNER ADAPTOR (9(r) 6063-T6 CGI EXTRUDER - E32 CGI-1058 FEMALE CORNER ADAPTOR (135) 6063-T6 CGI EXTRUDER - E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - M1 CGI-382V I GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - M2 CGI-171C FIXED PANEL CUP (2-1/2' LONG) 6063-TS - 3 0 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL M10 CGI-176 FRAME HEAD ANTLIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. M11 W23201NG PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - M12 - BOTTOM RAIL STIFFENER, 1' LONG, 2 AT EACH END ALUMINUM CC] EXTRUDER 4 PER BOTTOM RAIL M13 A-51-PRS-150-C2SS ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL M13A 1904 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 M14A PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 91OX3/4' PH M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4' PH M16 SCD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 810X3/4' FH M16A P501-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 11OX3/4' FH M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS 1,118 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - MIS SCS2000 SILPRUF SEALANT SILICONE GE - M20 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL M21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAS OR EOUIV. 1 PER INTERLOCK/ASTRAGAL M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFA13 OR EQUIV. M23 HD-12-10042 .350' REACH POCKET SEAL - AMESBURY - S2 - 110 X 1 1/4' I.G. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER L z qn g �p� rm� Opq�Nd N SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS Mgt,, a TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT C ,L 0, MAIN STILE AT 40" FROM BOTTOM G -a w SS MORTISE LOCK (PART #SGD-500) (PSOI-0036-117) ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) z N LL o ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) p 0 y ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) z Qwm2 DOUBLE LOCKS: REQD. AT 90' AND 135' CORNER PANELS ONLY TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM s BOTTOM d e SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) n SECURED WITH (2) 10-24 X 1/2' FH SCREWS n BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED i CONNECTING BAR (PART #HD-3310142) 0 0 tj ZINC HANDLE SET z L,J SECURED WITH (2) 6-32 X 1-1/2' OH MS N STEEL KEEPER (PART #HD-3310143) ur c SECURED WITH (4) 10-24 X 1/2' PH THREAD FORMING SCREWS n a 3 V7 r N NM m O M n d a � O_ n !'abaucrTSE.�VD1�r m—*L•gwub ue Fhdk Riding A phs.*' No 17 12T . Zp E.PhWEo. D. R4.m' Ltdr rfoaoorconBol MAR 0 5 2018 o drawing no. ,� W10-31 4 735 5.921 1.340 1.340 O .070 .070 �I^'•675 �j j'�-120q7Kr iv .847 860 1 Z50 .847 41• I50 •995.050 .975 .995 ,0505 3.255 I3.2551.184 FF�� 1.184 4.250 4.250 o0 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) I 1'070 GLAZING BEAD GLAZING BFAS '070 LAM. GLASS INSUL LAM. CLASS .995 .995 .075 ,075 1.508 �{ 1.166 ® O ao 070 2.600 070 2.600 0 TOP/BOTTOM HORIZ � I TOP/BOTTOM HORIZ (OPTIONAL) O a c p .640 I .753 3.000 .725 .065 .664 .000 4.735-�i ��5.921� •070 •995 125 1•�1 •O60 1.831 J•070� Zog O Q I N= o O .4 .156 Q wig Et FRAME SILL (2 TRACK) FRAME SILL (3 TRACK) 1.490 1.415 M2 FlX. PANEL CLIP 3.000 t.490 1.415 O v O 3.750 J'7p 755 2 005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 .155 .125 Es .070 1.366 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) G o 2.755 O .070 61 .000 � .265F F- 3.000 w 1.610 1.870 995 .125 H U F- [:L39 .095 C 3.510 O 3.572 O � N m 7 SILL RISER (OPTIONAL) 1.870 Le N � 2, 1.600 - 1.870 .070 1.77G .060 1.415 1.610 1.770 1.415 3 N M 3.188 3.572 I .060 L ltm� Jim! .0_2.00s .070 .070 2.005 2.005 t•21.6252.005 INTERIOR INTERLOCK .SE ( V '1.255 INTERIOR INTERLOCK (OPTIONAL) 0 E14 OUTER TRACK ASTRAGAL STILE E9 INTERIOR TRACK ASTRAGAL STILE 2.t20--d ® 2.005 1.186 .572 '995 INTERIOR TRACK ASTRAGAL a IV_I POCKET HOOK (OPTIONAL) .741 - 1.501 060 1.BJ7 .625 0_` i5 € W 2591 j 3.341 ° 3 .156 3.750 1.920 .062 3.000 .155 IL 2.670 c °z .625 �-- E4 > EXTERIOR INTERLOCK .070 © ° J S = o s z o 3.510 SILL COVER(ONAL) 1 SILL RISER (OPTIONAL) o j�-1.625-y 1 1.600 1.870 c=W4(tODUC�g ri tltth pmece No FlAK o 5 ?.Olq :o''s� sr of i:�°` dt°wi =, SSA •• 1 •' ',.�,``,. INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) ����i�111�1tG�t sheet25°f28 FEMALE CORNER ADAPTOR 1/ 4 1 FEMALE CORNER ADAPTOR (1351 Il J MALE CORNER ADAPTOR 5 FRAME JAMB (2 FRAME JAMB 510 r.060 JL �V o .260 1640 Z ® "e FRAME HEAD COVER ? Q a. U 640 r $ry0�' 0C .344� .060 oy p G y M ® oG�m Paco FRAME SILL COVER -g .243 -1 --T JOmQJ 1.791 46-02 9 IL .oso I o © FRAME JAMB COVER v ymj c .725 Q1 ` N .125 O xx 1.508 F C N 065 $ = N o yi7�u°i N 3�m .664 Ed'OO 3 M N :J FIXED PANEL CUP EE b C Z 3 p NRODUCtREYMO WtldpQ awilh at Fbd& Ampteaee No l'7 �f21b..� Ea t1w Dntc y 4 ti MF w' � Pfpluq Caaltol MAR 0 5 2010 Il ffff o a 0 OF drawing no. �^ :o W10-31 jam-- 7.750 0 O8� .925 .857 1.250 FRAME HEAD (4 TRACK) .080 2.600 .753 I 7.730�-33C.. E29 FRAME SILL (4 TRACK) 0 FRAME JAMB (4 TRACK) FRAME TOP CORNER 4 TRACK SHOWN FRAME BOTTOM CORNER 4 TRACK SHOWN U_ AV I _o Z n 3 o y 0 J O o o ,jai � 0 0 0�. G.oi o cata �ZN o a���c Q�iWg� 0 � N J N p C I7 G — m N O O L O LLJ � C 0'NM n m CZ�N Io 5 S2 �- �RODUC{'gEy� : a�wro lb, F7wiy �- A*ctAl6rra NoEzykatimm lb i%l2�¢•2,p �dr CrNY i:1QR 6 i! 1010 ``��```=^/yl u�rryr-r��i b •r �'•..�de7sF'••, n ••. I Op ;'�� drawi0no. sheet 27 of 28 FRAME TOP 3 TRACK SF FRAME BOTTOM CORNER 3 TRACK SHOWN O 2 TRACK SHOWN FRAME BOTTOM CORNER 2 TRACK SHOWN S2 REVWD ? WIL /YeFTwi4 to v1-21•Zo PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) PANEL TOP/BOTTOM CORNER SQUARE BEAD CORNER (OPTIONAL) T1111111// o :- LD AN���' N h 0 2016` STATE OF drawing no. W10-31