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HomeMy WebLinkAboutProduct Approval 1 MIAMI•DA©E W ro uPROi)uUT C 0 w 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 iNOTICE OF ACCEPTANCE (NOA) REVIEW &RdIW(Mconomy Jupiter Glass specialties Inc.,dba CODE COMPLIANCE South Eastern Door Company 1505 Commerce Lane P.O.Box 794 ST. L U C I E COUNTY Jupiter,FL 33458 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 Atlas HP Aluminum Sliding Glass Door whvo reinforcements-LMI APPROVAL DOCUMENT:Drawing No. 18-052(former 16-093),titled"Sliding GIass Door",sheets 1 through 11 of 11,prepared by PPMF Inc.,dated JAN 29,2018,signed and sealed by Pedro De Figueiredo,P.E.,bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT]RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design-Pressure(DP)Rating,+ve DP and max frame size limitation in sheet 1 and in note 2 in sheet 2.See glass capacity DP and DLO limitation in sheet 9.Lower design pressure shall control. 2. See reinforcement requirements in sheet 4. 3. Pocket structure,under separate approval to be reviewed by Building officials. 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 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#17-0214.03 consists of this page 1 and evidence pages E-1 &E-2, as well as approval document .mentioned above. r The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 18-0201.12 k MIAMI DADS COUNTY e o Expiration Date:June 08,2022 Approval Date:March 22,2018 Page 1 47\ t 1 L Jupiter Glass specialties Inc., dba South Eastern Door Company ` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS `1. Manufacturer's die drawings and sections. 2. Drawing No. 16-093,titled"Sliding Glass Door", sheets l'through 11 of 11,prepared by EngCo. Inc.,dated 11/23/16 and last revised on MAY 16,2017, signed and sealed by Pedro De Figueiredo,P.E. B. TESTS (submitted under file#17-0214.03) 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 202794 4)Small Missile Impact Test per FBC,TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 7)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Black Water Testing, Inc.,Test Report No.BT-SED-16-001,dated DEC 23,2016, signed &sealed by Constantin Bortes,P. E. Note:This test report is revised by ad addendum letter,issued by Black Water Testing Inc., dated 03/27/17, signed&sealed by Constantin Bortes,P. E. C. CALCULATIONS 1. Anchor verification calculation,complying w/FBC 2014,prepared by EngCo. Inc., dated FEB 02,2017, signed and sealed by Pedro De Figueiredo,P.E. 2. Glazing complies with ASTME-1300-02,-04& -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. (Former E.I. DuPont DeNemours&Co.,Inc.for the "Sentry Glass @ (Clear and White)Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of compliance w/FBC-2014 and"No financial interest"dated 02/02/17, prepared by EngCo,Inc., signed and sealed by Pedro De Figueiredo,P.E. 2. Active status listing of incorporation.with Florida Department of State of Jupiter Glass Specialties,Inc.,since 03/17/1980. 3. Active status listing of fictitious name with Florida Department of State of the Southeastern door Company, since 01/01/1991. G. OTHER 1. Test proposal#16-072,dated June 22,2016 approved by RER I&aq I.Chanda,P.E. Product Control Examiner NOA No.18-0201.12 Expiration Date:June 08,2022 Approval Date:March 22,2018 E-1 f 7 5 i t i i 4 Jupiter Glass specialties Inc.,dba South Eastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. 18-052 (former 16-093),titled"Sliding Glass Door", sheets 1 through 11 of 11, prepared by PPMF Inc., dated JAN 29,2018, signed and sealed by Pedro De Figueiredo,P.E. B. TESTS 1. None. I C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours &Co.,Inc.)for the"Kuarary Sentry Glass®Interlayer", expiring on 07/4/23. F. :STATEMENTS 1. Statement letter of conformance to FBC 2017(6tn edition),prepared by PPMF Inc., dated JAN 29, 2018, signed and sealed by Pedro De Figueiredo,P.E. G. 'OTHER 1. This NOA revises NOA#17-0214.03,expiring 06/08/2022. Ishaq I.Chanda,P.E. Pr6duct Control Examiner NOA No.18-0201.12 Expiration Date:June 08,2022 Approval Date:March 22,2018 E-2 �3 n GENERAL NOTES: a��..o�, DE p/y% FLORIDA BUILDING CODE 2017(6th et))HVHZ ,.' C E H SF�� a LARGE&SMALL MISSILE IMPACT RATED - - -- - _ TABLE OF CONTENTS: ;R 1' L m SHEET DESCRIPTION No.52609- I-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE i GENERAL NOTES, PRODUCT DESIGN RATING AND OUAL[FICATIONS : WITH THE FBC 2017 6TH EDITION INCLUDING THE HIGH VELOCITY 2 DOOR SAMPLE ELEVATIONS WITH FIXED AND OPERABLE PANELS AND POCKET CONFIGURATION HURRICANE ZONE(HVHZ). 3 TYPICAL ELEVATION WITH CROSS SECTIONS LOCATOR ATATEOp+ 2-DEFINITION:TH15 PRODUCT 15 AN ALUMINUM SLIDING GLASS DOOR h DOOR SECTIONS ➢ETAILS DESIGNED.CONSTRUCTED AND TESTED PROVIDING PROTECTION FROM 5 JAMB FRAMING ANCHORAGE DETAILS : 'r HURRICANE FORCE WINDS AND WIND BORNE DEBRIS(LARGE AND SMALL 6 HEADER FRAMING ANCHORAGE DETAILS MISSILE)WITHIN THE ALLOWABLE DE51GNED PRESSURES AND LIMITATIONS 7 SILL FRAMING ANCHORAGE DETAILS STATED IN THIS APPROVAL.INSTALLATION OF HURRICANE PROTECTION B FRAMING DIE COMPONENTS a 3 C DEVICES 15 NOT REQUIRED. 9 PANEL DIE COMPONENTS, GLAZING CONFIGURATIONS JAN 2 9 2pjs 3-POSTING:PRODUCT 5HALL BE LABELED AS FOLLOW: 10 PANEL HARDWARE °JUPITER GLASS SPECIALTIES,INC IDEA LIST OF COMPONENTS BA S SOUTHEASTERN DOOR COMPANY-JUPITER-FLORIDA SERIES ATLAS HP SLIDING GLA55 DOOR LARGE*SMALL MISSILE IMPACT RATED N11AMI-DADE PRODUCT CONTROL APPROVFD PRODUCT DESIGN RATING AND QUALIFICATIONS 4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH — - SPECIFIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT DESIGN PRESSURE IMPACT PANEL SIZES MAX. O EXCEED THE ALLOWABLE PRESSURES HERE IN SPECIFIED.THE DESIGN Re (SEE NOTE 2, SHEET 2) RATING RATING FW X PH O PRESSURES,AS DETERMINED FROM ASCE 7-10.ARE PERMITTED TO BE MULTIPLE BY 0.6 >~K FW - FRAME WIDTH +G5 P5F` LARGE*SMALL 52°X 1001/2' 4G& � 5-MATERIAL:ALL ALUMINUM PARTS TO BE GOG3-TG ALLOY OR AS NOTED AND N,>HINAL -75 P5 P11551LE IMPACT NOMINAL MODULE X F 102 112' GLAZING TO BE LAMINATED IMPACT GLA55 AS SPECIFIED ON THIS PANEL APPROVAL _+50 P5F' LARGE*SMALL 46'X 117' 432' VI N G-FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN / 4 4 M155(LE IMPACT NOMINAL MODULE 120 (� THE CURRENT SET OF DRAWINGS.INSTALLATION AND LOADS AS PER THIS u X X "X z APPROVAL ANCHOR SPACING AND LOADS MUST NOT EXCEED THE 4 OR oa — N� MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL. X a' a' x POSITIVE(EXTERIOR)DP SELECTION o wu 7-USE:IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR • —I d rcD THRESHOLD MAXIMUM PRESSURES(PSF) N °g ENGINEER OF RECORD TO VERIFY THE FOLLOWING: RISER TYPE 1CASE i CASE 2 7.1-THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT 15 TO BE 3-1/4' +65 + 5 ATTACHED INSURING PROPER ANCHORAGE. 2' +65 I +50 rZ fi 7.2-THE SITE SPECIFIC PROJECT CRTTERIA,SUCH AS BUT NOT LIMITED TO, NOMINAL PANEL=FW/#OF PANELS 13/16' +65 -- 8 LOCAL CODE REQUIREMENTS,DESIGNED PRESSURPS ETC. Ir- 7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPFCIFIG PROJECT. NIL-ECASE I:MAXIMUM POSITIVE PRE55UP.E5 FOR 3-1/4'.2'OR 1311 6'THRESHOLD '2'',6 8-DISSIMILAR MATERIALS:WHERE ALUMINUM 15 IN CONTACT OR FASTENED TO WITH OVERHANG AS PER ILLUSTRATION'P. Tf] W DISSIMILAR MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL, pta» FW - FRAME WIDTH 2-CASE 2:MAXIMUM POSITIVE PRESSURES FOR 3-I/4'AND 2'THRESHOLD RISER �+ w INSTALLATION SMALL MEET THE REQUIREMENTS OF CHAPTER M,7 OF THE ?0INk W/OUT THE OVERHANG. W t=.. ALUMINUM DE51GN MANUAL 2015. pplgl, 3-THE POSITIVE PRE55DRE SMALL BE TFIE LE55FF VALUE PROM THE ABOVE TABLE by e a OVERHANG LENGTH N% ci DOOR UNIT 5ELECTION PROCEDURE AND INSTRUCTIONS TO U5E vR09ucf 2KvIIm S (OH LENGTH) w TH15 DRAWING TO VERIFY DOOR ADEQUACY PRF55URE �� ��, X X X X P caw"atuaiAvW g 0cun) � T w AmmicaCe INo dl 2 1?.. w- STEP I-SHEET I GENERAL NOTE 4:DETERMINE PROJECT DESIGNED PRESSURE(OP) za o g, O t r 4.�Crg 1?c'TP LL B g w AS INDICATED. pp OUTSIDE ( G O STEP 2-SHEET I:COMPARE(DPE WITH PRODUCT DESIGN RATING,FUNCTION OF z t-L7 � a DOOR SIZES FV/x FH AND POSITIVE PRESSURE OF THRESHOLD RISER L9 [OVERHANG STEP 3-SHEET 5,6 4 7:SELECT FRAME ANCHORING IN ACCORDANCE WITH 2.3,4 NOMINAL PANEL=FW/#OF PANELS j= p- ILLU5TRATION'Z' fie' OR 5 TRACK SELECTION. NOTE:POCKET 15 NOT TO BE INCLUDED IN THE FW 0 p Ll= OVERHANG IN COMPLIANCE WITH THE PVC REQUIREMENTS. NA DOOR5 INSTALLED WHERE THE OVERHANG(OH)RATIO 15 DATES STEP 4-THE PRODUCT DESIGNED RATING MUST BE EQUAL OR GREATER THAN THE GREATER TO OR MORE THAN I NEED NOT TO BE TESTED FOR O 1128/18 WATER INFILTRATION.THE OH RATIO SHALL BE CALCULATED DRAWING e CALCULATED PROJECT WIND PRESSURE(PD) BY THE FOLLOWING EQUATION 1 8-052 OH RATIO-ON LENGTH/OH HEIGHT>- 1.0 SHEET IOFII .......................-............................................................................................................................................................................................................................................................................................................................... .................................................. WAW j DOORS 5AMPLE ELEVATION5 WITH OPERABLE AND FIXED PANEL5 AND POCKET CONFIGURATIONS ''�Nrrrarrrn..rr�'" i �,. DE F/� , o I GEHq"F�;c/ ! No.52609 _ s 4 OR MORE PANELS 3 PANEL5 2 PANEL5 I PANEL * _* T.9 L 1 {�-- Fw xx� �FW xx--�{ �FW xx� � W� cam' STATE OFF :mU�� 1 I � iON O X X X O O X O O X X P �02 X 4. � - X .4. 4 � Jq 3< �0 N29 i —� 32 PANEL PANEL f PANEL I-- --{ PANEL 1 FW xx I FW Nix {►—FW ON POCKET STRUCTURE 4 a t T— DESIGN NOT PART M � T ' ° ! T ° ° QF THIS APPROVAL a O X X X O O X X �' X X X X w O PANEL ---i PANEL PANEL f P-POCKLT (s I X-OPERABLE P'ANEL N FW ON I FW xx I FW xx PiXED PANEL F N IM-PRAMS wiDTh Dl0-T DAYUGhT OPENING PANEL, ° ° 5 ri xR (SEE NOTE 2) a O X X X X X X X X X P 'p w X i [Q ^ U a fi a rc 1 f PANEL PANEL PANEL f-- aaDDUCI R a a. •isd rnmyie ♦ A FW [K FW xx POCKET STRUCTURE pl B Aiori� [- J DESIGN NOT PART ADaaVta T * 0 1 ! OF THIS APPROVAL yr.pim"m E X X X X P X X X P TS L<a x x v "a c. w I ,v � .a Era z NOTES: Lu O 3 3 1 1 I- DOOR CAN BE CONFIGURED WITH A5 MANY PANELS A5 THE TWO,THREE,FOUR OR w J FIVE TRACK SYSTEM CAN FIT,LIMITED TO THE MAXIMUM TESTED FRAME WIDTH X 1.5 "I PANEL '{ PANEL WITH LIMITATION5 AS BELOW: a W w S 2 POCKET STRUCTURE POCKET STRUCTURE 3, ® O y{ DESIGN NOT PART DESIGN NOT PART 2- MAXIMUM FW=312 X 1.5=4G8"FOR PH<= 102 1/2" $ a P OF THIS APPROVAL OF THIS APPROVAL MAXIMUM FW=258 X 1.5=432"FOR 102 I/2"<=PH<= 120" BCAIP_ 3- MAXIMUM DLO=4G 5/8"X 94 1/1 G" FOR 52"X I DO-NOMINAL PANEL5 NA MAXIMUM DLO=42 5/8"X I 1 1 9/1 G" FOR 48"XI 17"NOMINAL PANELS DATE: 01/28/18 VRAM=s 18-052 e 3HeT 2 OF I I TYPICAL ELEVATION AND CRO55 5ECTION LOCATOR EN �.� .��Cg� o -- ..- - - -- - o '4cYNO.52609 1 L =e "i STATE OF '� M p FW = SEE NOTE 2, SHEET 2 �o'" �L 0R 1 ..w.. C. NOM. PANEL NOM, PANEL NOM. PANEL NOM. PANEL NOM. PANEL NOM, PANEL i0 AL �; '', NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N P>-MW „,,, ^✓ m i DLO- DLO, DLO, DLO DLO N ` : DLO. ✓A o o a3¢D NP- 5 3/8, - NP- 5 3/8'-- NP- 5 3/8' - NP- 5 3/8' NP- 5 3/8' NP- 5 3/8' - �q 9? 8 z i - - -- „-7 ....T -- -- --- 3 m cu t I / -)Z IP IP k-p 9 q 5 4 4 IY t� X X X 4 X 4 X o 2P I I I I �*Q POCKET -}- X STRUCTURE i ify •', - _? BY OTHERS AND In NOT PART OF Q Fa LOCK/HANDLE I I LOCK/HANDLE LOCK/HANDLE I I W¢ THIS APPROYAL F - FOR X OPT JAMB ANCHORAGE SEE I // I I I rn Z A W �� .. SHEET 5 FOR DETAILS // / _(] �u / 1 0_I -1(s) 5, 4ii -- -- -- -- -- -- -- -- ----' -- �4I `--------' --------' �- --'if I - -----' `---- `----' �4I Z l I` 'ANCHORAGE I` R+ CLUSTER W e V 3 4 & 5 TR A h J H �n I T �.CK SYS EM ---...........................��'i::"::r�:. .�.�.....................��......� ................�..�..,.....�...,. ..........�.... �......�... �.. � i.,..r....:.r:�!:: .1:.::..................t.r.. ..r., ..r.. .I......,...............I.r....i..�.r.. .I..,...................I.r.. ..r..�.r.. .I.........,............1.r....r....r...I.�.�....,.�...............I.�.r..r..r...1..................................i. u� 2 .........................................y.r.y:.�...................I.r_.._r_..._.- .r.1................. .. TRCK r:SYST EM ►�LL-... z ::..........n ............. a ................... .....r ::::::::: ::::.. ::::: ::: + 9 W LL { I TYPICAL OF 3 ANCHORS FORS HEADER ir C/� � �tonucraevt�cia i AND SILL AT POCKET JAMB ascmp§'inRMIhHtF&ti& v i i I I"69 Code L, ® z Ace place No 1 701.12 0 I HEAVER451LL ��---�-- 3 OR MORE TRACK SYSTEM ANCHOR PATTERN ( L (Ck.-S MINIMUM CLUSTER OF G ANCHOR5 STAGGERED HEADER It SILL -i 2 TRACK SYSTEM ANCHOR PATTERN M�PrWU.�GEbMitl ` I SPACED F 4'OC AND LOCATED TI MINIMUM CLUSTER Of 4 ANCHORS IN-UNE NA q q q q q F_ACH HEET5ACK STILE AND MEETING STILES ` -}-L --} ' SPACED AT 4'OC AND LOCATED AT EACH INTERLOCK STILE DAR: 1 SEE 4 4 5T3 6 AND L FOR ATEDDETA I q fff---q' q'I' SEE SHEETS G AND 7 FOR DETAI5 I SEE 4 1 5 TRACKS ILLUSTRATED IN SHEET 8 011281I B I mvANG 18-052 I 5"mr i 3 OF 1 1 f =Milo - ''NrNIIINfIIf4 2T�SEE SHEET 3 AND 6 TYPICAL DOOR 5ECTION5 � � O E.F/ q FOR HEADER ANCHOR SCHEDULE �•' .-- ANCHORING DETAILS TYPE - - DESCRIPTION EMBEDMENT SUBSTRATE EDGE DISTANCE " _. i;• _ _ 1 4'TAPCON BY ITw 13/4' SUBSTRATE CONCP ' ? -s ~•� °�- -+v B" 1/4°TAPCON BY ITW 1 I/4'MIN. MASONRY BLOCK 3' a NO.52609 o v C 1/4'TAPCON BY ITW 1 1/2°MIN. FT WOOD SG=.55 3/4° POCY.ET ANCHORS: _* * e*:3; ,$ D 1/4-14 GP 5 5M5 MIN.3 THREADS METAL STRUCTURES 314' FOR LOADS EQUAL OR LESS THAN 50 P5F -O E F . o 0 I I 2.2/2.3 ANCHOR5 A,C AND D 5FACED AT I G'OC �1' STATE OF ° It w NOTES ANCHORS B SPACED AT 4'OC 13.. P i m m I� 11 2.4/2.S 1-MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. •, •,'.,(QR ref j1 11 2-METAL STRUCTURES ARE TO BE ASTM A36 STEEL OR 6063-T6 ALUMINUM(1/0' THICK HIM.) j1 11 3-ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE FOR LOADS GREATER THAN 50 P5F ����8I �„�pr � IL1�1 1 4-CONCRETE MASDNRY UNITS SHALL CONFORM TO ASTH C-90 WITH MINIMUM 2000 PSI ANAL rrr C( ® 5-ANCHORS A, D AND C� YIELD STRENGTH Fy=100 KSI, ULTIMATE STRENGTH Fu=125 KSI ANCHORS A,C AND D SPACED AT 10'OC ffflflllll rrr Z; II II HEADER 6-ANCHORS D, YIELD STRENGTH Fy=92 KSI, ULTIMATE STRENGTH Fu-120 KSI "ANCHORS B NOT APPLICABLE u120 I _L_Jj 9 OPTIONAL ® OPTIONAL BAN 2 9 2018 n HANDLE LOCK HANDLE 3 a k OPTIONAL 9 STILES REINFORCEMENT M 10 S SCREEN REINFORCEMENT p Ih DOOR1 APPLICABLE ONLY FO App WI T O TFOR 1P 2i EDDOORS WITH GREATER THAN 102 1/ IGREATERTHAN 102 1 2' M i Cl 1 0 I a � 6 M4 7 6 M6 91 O i z INSIDE/00Ts1DE HS INSIDE 8 IP1 4 r! j 9 I 9 4 _----- _—_— M4 JAMB O 1 Q I SILL OUTSIDE/INSIDE OUTSIDE r I? THRESHOLD HEIGHT - DLO. 8 OLD g U� J II (SEESHEET I FORF051TVE LOCK M4 8 POCKET DP LIMITATIONS) M7 1 Q it til OPTIONAL OPTIONAL —I N 1I 3,A2/3,A3 HANDLE TOP AND (J M5 II II BOTTOM HANDLE I I FIXED PANEL --{{o S + a 2/1 3/3.4/3.5 REINFORCEMENT k I! z In APPLICABLE ONLY FOR 12213 32/3.421 3.52 DOORS VATH FM 'is•: '•w.rr,.t'•- :.r... et••.:f.•.ap,. 3.23/3.33/3.43/3.53 GREATER THAN 102 12' H6 SEE SHEET 3 AND 7 FOR SILL LOCK FIXED PANEL ANCHORING DETAILS JAMB ® 1,2/ 1.3/ 1.4/ 1,5 ® [H6-FOR FIXED PANEL ONLY 4 4(INSIDD PANEL HOLD CLIP AT ' FRAME WIDTH - I HEADER ONLY NO SCREW `R 1.2/ 1.3/ 1.4/ 1.5 I 14 FIXED TO INTERLOCK STILE w i OPERABLE PANEL JAMB B 8 EH J ti OPTIONAL H5 INSIDE ri) CL^ N SCREEN DOOR _ PU(ED PANEL �+ i 1-W I I `�j -- -- a STILE W M (S 11 I OUTSIDE E�•--�4 a Dj j i K 01 ________ x-�j RECESSED O $ M4 M4 r--' g 1 O PULL HANDLE m 1.1 ! cn u In OPTIONAL 6 DLO M6 ) 6 t tD. 5(IDfSIDO - - U g I O B DLO--I LL W 1 OPT TO M4 B u) 7 I S 3 e OPERABLE PANEL 8(L onslce FRAME WIDTH 1 5rar -- HIDDVCf CEVMD 5(INSIOD NA D4�a'Llb the Fla&W 8 DATE: M4 1 4 LOCK INSIDE Aaacptme No L =Oa7�./y REVERSIBLE 01/28/18 £IFtnriw Date uv ?O� ALTERNATE DRAMN6► g INTERLOCK 18-052 HANDLE 4 (01ASIRT STILE snELT g 4 OF I I � i ........................................................................................................................................................................:......................................................................................................................................................................................................................................: HEADER ,wu........ —T JAMB FRAMING ANCHORAGE DETAILS od�0�„DE-f/� 8 JAMB TYPE - - _ SUBSTRATE13000 PSI CONCRETE 1.3, 1.4, 1.5 CONCRETE BLOCK 1/8' STEEL OR ALUMINUM ,J No. 52609 WOOD (SG)=.055) MAXSHI. 1/4' .*' * *` MAX SUBSTRATE:3000 PSI CONCRETE f a Lq CONCRETE BLOCK = STATE OF J v 1/8' STEEL OR ALUMINUM O- ,e p,�'} �.` m WOOD (SG)=.055) Liu '� +�O R ♦ r` 9 m (B ANCHORS) to° u� QQ MAXIMUM ��ss ••'�,e�`,a m 40 TYPE A, B, C, D wE MAXIMUM wy 1/4' SHIM •..��Q�a .� 0 y 1!4' SHIM �Q ANCHORS A, B, C OR �- TOP w a 8 ANCHORS TOTAL 3 T KEFPoP I o SEE LAYOUT ?pl8 E m JAN 2 9 — wa = i� EM0E4 - f Wmo N ANCHORS A, B, C OR D OUTSIDE 4 B°c 8 ANCHORS TOTAL KrEPCK a SEE LAYOUT wu tf Qz1. 2 S tltl �o qtE➢, m a w Q u •TYPICAL PERIMETER w¢ SEALANT VULKEM a� 1.3, 1, 4, 1,5 116 POLYURETHANE O ® v q OUTSIDE `a FOR IN5TAUATION MATH I X#2X WOOD BUCK TYPICAL PERIMETER OUTSIDE WOOD BUCKS TO BE P?,(WIDER BY OTHERS AND TO BE fWPLRIX SEALANT VULKEM Q �: ENWNEERD)AND SECURED TOT PNSFER IMPOSED LOADS. 51LL J 116 POLYURETHANE 0 :5 1 HEADER JAMB TYPE o w w NOTE: 1.2 Li 90 NOTE 2 & 3 TRACKS, ANCHORS CAN BE PLACED IN ANY SECTION OF THE TRACK AS LONG AS I MAX, 1/4' THE EDGE DISTANCE IS MAINTAINED SHIM FOR 4 & 5 TRACKS, ANCHORS TO BE Z q PLACED ➢ISTRIBUTED AMONG INNER MOST AND ,p ; w w u MIDDLE TRACKS, IF EDGE DISTANCE IS BELOW B ANCHORS) THAN REQUIRED, AVOID ANCHORAGE AT THE W , ® + OUTERMOST TRACK. (SEE ILLUSTRATION). E"t f TYPE A, B, C, D a U] LL W N OUTSIDE OUTSIDE OUTSIDE TOP �.�..c OP W q N KWtR zo u OUTSIDE _ �¢ OUTSIDE [-4 e Z� 3 uj '"� 5�BOTTOM ANCHOR SCHEDULE n ` �zrPeR TYPE DE5CRIPTION I EMBEDMENT I 5U55TRATE EDGE D15TANCE A 14'TAPCON BY ITW 1 3 4°MIN. 3000 5:CONCRETE 3" o B 1/4°TAPCON BY ITV/ I 1/4°MIN, MASONRY BLOCK 3" il ® C Il4'TAPCON BY ITW I I 1/2'MIN. I PT WOOD 5G=.55 3/4' { U I/4-14 GR 5 SMS MIN.3 THREADS METAL STRUCTURES 3!4° �a ® A NOTE5: s . z I-MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. artoouCrREviWD 2-METAL 5TRUCTURE5 ARE TO BE A5TM AM STEEL OR GOG3-TG ALUMINUM(MIN. 1/8'THICK) wl)t)ieFbAb& Dare: 3-ANCHOR TYPE D MU5T HAVE A MINIMUM 3 THREAD5 EMBEDMENT PA55 5U85TRATE �C7'�GL%�'I C�G 01128/18 Atcepiaett NO �RAWiNG► 0 4-CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MININUM 2000 P51 Fepit*dW I e-052 5-ANCHORS A,B AND C:YIELD 5TRENGTH Fy=100 K51,ULTIMATE 5TRENGTH Fu=125 K51 ` ` `���` SILL G-ANCHORS D:YIELD 5TRENGTH Ty=92 K91,ULTIMATE STRENGTH Fu=120 K51 sneer j sake.ahw proam east SOF it t ................................................................_.................................................................................................................................................................................................................................................................................................................................... �a111111I1/Nl/III HEADER FRAMING ANCHORAGE DETAILS o''�dA• DE F/�1 0 FW = SEE NOTE 2, SHEET 2— SUBS RATE � Qr��CEHSF � �� DOOR PANEL DOOR PANEL DOOR PANEL POCKET 3000 PSI CONCRETE ` - 1/8' STEEL OR ALUMINUM ` a's WDOD (SG>=.055) *; No.*2609 . off HEADER MAXIMUM 1/4' STATE OF POCKET W/CLUSTER SHIM SPACING :Off'•,,° OQ•/ 4D STANCE 4DISTAN E // EDGE_ Q I , OF 3 ANCHORS �....� TYPES A. C OR D s's/ONA jo J` O°'U I�Iypn pa u°1i o[ z = INTERLOCK STR POCKET 3 Q y- TO BE DESIGNED 4 Jqy MEETING 9r DD1ERs ANn =z F ANCHORS A, C OR D NOT PART OF �.. w CLUSTER OF 4 OR 6 / STILES TH7s APPROVAL 13 ANCHORS SEE LAYOUT // ca 4= I s a SUBSTRATE, M 3000 PSI CONCRETE 1/8' STEEL OR ALUMINUM WOOD (SG>=.055) 1. MAX 48'OR52'M— MAX 48'OR 52'5C HAIL 48'DR 52'O— CLUSTER OF 3 ANCHORS O AT POCKET JAMB 1 r 2TRACK MAXIMUM 1/4' IDIS'TANCE—I�12 4DISTANCCEE— ° 5Y5TEM5 SHIM SPACING ANCHORS TYPE I--- 17 --- — AORD TYPICAL ONE ANCHORS "TYPICAL CLUSTER OF 4 ANCHORS SPACED AT 4' FROM ENDS SPACED AT 4'0C AT EACH INTERLOCK AND MEETING STILES LD 2.3, ¢� CLUSTER OF 3 ANCHORS �= w= 2.4, z ,n�S 1 4 HAY. 48'OR 52.00 MAX 48'DR 52'DC MAX 48'OR 52TC Z L� 2.5 _ — — _ — AT POCKET JAMB 4L Ewa �W 5Y5TEM5 L—� ——_ — ANCHORSIYPEC -� -� ANCHORS A, C CLUSTER OF 6 OR D TYPICAL CLUSTER OF 6 ANCHORS ANCHORS SEE LAYOUT FROM E TYPICAL ONE A SPACED AT 4.00 AT EACH m SPACED AT 4' FROM ENDS INTERLOCK AND MEETING STILES W FOR INSTALLATION WITH I X t 2X WOOD BUCK �+ < MAX 48'DR S2'0C HNC 48'OR 52'DC FAX 49'OR 52'OC ;, 4 WOOD BUCKS TO BE PROVIDED BY 011ift AND TO K PROPERLY a! t ENGINEERED AND SECURED TO TRAI45PER IMPOSED LOAM. w cu o 3 TRACKSYT:M5 T +xouucrrls v4sr s 7�4 0 o e ANCHORS TYPE hat�d4nD7Cw�wlly 11M:AnKla H 8 w LL I 4 4 A,C OR D Acccp1we NO L,_— _ _ ——— —— (SEE NOTE FOR 4 t 5 TRACKS) iapfrNY�A pa�i ~ g LTYPICAL CLUSTER OF TYPICAL CLUSTER OF 6 ANCHORS 6r �41 2 ANCHORS SPACED AT SPACED AT 4'OC AT EACH ANCHOR 5CHEDULE >N Pr U'e-"'tM► g 4.0C AND 4' FROM ENDS INTERLOCK AND MEETING STILES a TYPE DE5CRIPtION EMBEDMENT SUBSTRATE ED ILL ®W o ui A 14°TAPCON BY ITW 13/4'MIN. 3000 ,COIJCRETE 3° o I MAX 48' MAX 48' 1 C I/4'TAPCON BY ITW 1 1/2'MIN. PT WOOD (5G=.55) 3/4° za I MAx 0 +e'! —OR 5e ae 5 Dc— NOTE, FOR 2 & 3 TRACKS, ANCHORS CAN BE PLACED IN ANY D t/4-14 GR 5 5M5 MIN.3 THREAD5 METAL STRUCTURES 3/4' —OR 52'a aR 52•cc SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED SCALE' FOR 4 9, 5 TRACKS,. ANCHORS TO BE PLACED DISTRIBUTED NOTE5: NA AMONG INNER MOST AND MIDDLE TRACKS. IF EDGE DISTANCE IS I-MINIMUM EMBEDMENT ARE BEYOND WALL DRE551NG. DATE, BELOW THAN REQUIRED, AVOID ANCHORAGE AT THE OUTERMOST 2-METAL STRUCTURES ARE TO BE A5TM A3G 5TEEL OR GOG3-Tr.ALUMINUM(MIN. 116THICK) 01/26/18 TRACK. (SEE ILLUSTRATION), 3-ANCHOR TYPE D MU5T HAVE A MINIMUM 3 THREADS EMBEDMENT PA55 5UB5TRATE DRA4ANG! 4-ANCHORS A AND C:YIELD STRENGTH Fy-100 K51,ULTIMATE STRENGTH Fu=125 K51 18-052 4 TRACK EXAMPLE — 5-ANCHORS D:YIELD STRENGTH Fy=92 K51,ULTIMATE 5TRENGTH Fu=120 K51 ayEer 5 TRACK EXAMPLE G OF 11 ......................................................................................_.........,.................................................................................................................................................................................................................................,............................................. r �Y t p•Vurn••p•• SILL FRAMING ANCHORAGE DETAILS THRESHOLD SET ON .4•"� DE p/ NON SHPJNK GROUT ANCHORS A �d 0 eDISTANCE— A/ LUSTER OF 4 ANCHORS ��- r'"�G ENS q FW = SEE NOTE 2, SHEET 2 EE LAYOUT —•DOOR PANEL DOOR PANEL ODOR PANEL POCKET 312, 122, a 23 ` 4?No.52609 ' a 2 �`m H 3'EDGE aDGE STAT OF € ?a o'N I DISTANCE G Q%/ % POCKET I w�'1`S�ONAL `� ° o STRUCTURE yprrunn ••' a[z V TO BE DESIGNED I m BY OTHERS AND SHEAR CLIP#12 NOT REQUIRED 4Iq� v_3 0 NOT PART OF I SUBSTRATE[ = INTERLOCK THIS APPROVAL I FOR INSTALLATION WITH GROUT 3000 PSI CONCRETE 9? 8 4 MEETING I o1 �mu.d STILES POCKET V/CLUSTER I THRESHOLD SET ON BEAD OF // POLYURETHANE 5EALANT(VUI.KEM I I C) // T ANCHORS YPE i S ALL ANCHORS INSTALLED n, G SILL WITH SHEAR CLIP #12 W a 3.2, 3 22, 3 23 M SUBSTRATE, :.....:::.:::::- ... ._......._....._. 3000 PSI CONCRETE !1/ 3' EDGE 3' EDGE O DISTANCE DISTANCE O + MAX 49•DL 5_-DC Max. 4s• 52•a VAX qB, ,� CLUSTER OF 3 ANCHORS OR AT POCKET JAMB — — — — _—�----a 2TRACK (n L--------- SY5TEM5 THRESHOLD SET ON I-—— } � —— J ANCHOR TYPE A NON SHRINK GROUT `TYPICAL CLUSTER OF 4 ANCHORS I POCKET—� 3,3, 132, a 33 t TYPICAL ONE ANCHORS 3 4 4, 2, 343 SPACED AT 4' FROM ENDS SPACED AT 4'OC AT EACH 3. a2 INTERLOCK AND MEETING STILES 3.5, 3.52, 3.53 Z_ POCKETk3'ri + MAX 48.OR 52'DC t MX 48'OR SYOC RAIL 48'OR 52'OC— v 4 O O­01L 9 3' EDGE 3' EDGE U J 3 TRACK 5rTEM5 DISTANCE 1 DISTANCE q o O 1 (------ J ANCHORTYPEA Z 8 L__ _ 4141 _ _— 4 ANCHORS A CLUSTER OF 6 ANCHORS a TYPICAL CLUSTER OF TYPICAL CLUSTER OF 6 ANCHORS •aODUCfREVIBBp SHEAR CLIP#12 NOT REQUIRED SEE LAYOUT W SPACED AT 4'OC AT EACH eammMYb8wUbdwFbdk FOR INSTALLATION WITH GROUT E_ 2 ANCHORS SPACED AT qla Eyla SUBSTRATE,3000 PSI CONCRETE 4'OC AND 4' FROM ENDS INTERLOCK AND MEETING STILES A 8 ce4D4ae<c Nu I Oz0(.i Q 6eptraWe flu4e-i(.! OfTh I OF MAX 48, MAX 48' I «re.�' " "`,' PO�RETFANE 9EALAHOU)SET ON M(VUL:EM IIG) M'"I 1 PAX 48• 1. MAX 48' I -OR SYOC DR 52'DC IMt�l9'•N'I EI D ui NOTE, FOR 2 g 3 TRACKS, ANCHORS CAN BE PLACED IN ANY ALL ANCHORS INSTALLED '•7 °1 SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS WITH SHEAR CLIP #12 MAINTAINED u�Scon c)< 1 FOR 4 S, W' 1 AMONG INNER MOST AND MIDDLE TRACKS. IF EDGE DISTANCE IS �a 4, 3,42, 143 n ) BELOW THAN REQUIRED, AVOID ANCHORAGE AT THE OUTERMOST 3.5, 3.52, 3,53 ...,:.,........,................... T ...... ......................................... TRACK. (SEE ILLUSTRATION). -----------••`-` � o 0 4 TRACK EXAMPLE 5 TRACK EXAMPLE a j 3'EDGE 3'EDGE SCAM: ANCHOR SCHEDULE DISTANCE I DISTANCE NA TYPE I DESCRIPTION EMBEDMENT 5UB5TRATE ED DATE: A 1/4'TAPCON BY ITW 13/4"MIN. 3000 psl GOtJCREFE 3" ANCHORS A 01/28/18 FOR IN5TAUATION WITH IX 4 2X WOOD BUCK CLUSTER OF 6 ANCHORS DRAWING o NOTES: ADOD BUCKS 10 BE PKOODW BY OT#ER5 AND TO BE PROPERLY SEE LAYOUT 1 8-052 1-MINIMUM EMBEDMENT ARE BEYOND WALL DRE551NG. ENGINEERED AND SECUMTOTRAL5FTRIMPO5EDLOADS, \-SUBSTRATD3000 PSI CONCRETE sH[eT 2-ANCHORS A:YIELD STRENGTH Fy=100 KSI,ULTIMATE STRENGTH Fu=125 K51 7 OF I I a ...................................................................................................................................................................................................................I...... I...................................................................................................................................................................." +" fJ a FRAME COMPONENTS ••.•`"`�NrrDErF 0.47 0.95 0 875 G.e7s •`` � C ENS a $'Q�+� � No:52609 = N a u�k STATE OF .` m N c 3.677 3J 13/16°SILL-3TRACK FS'^OR �"" (�� ••••• � o.07e Sz 13/I G"SILL-2 TRACK N '�rgyrw j44 ' aOt=S dqIV 29 3 a� O JAMB 0.078 D.078 0 2018 u+ 2 TRACK a S 203 0.125 /1 a 6n 0.075 2"BILL-3 TRACK �WU IJ JAMB 3 ai 3 TRACK 2°SILL•2 TRACK 3 1/4"51LL-3 TRACK Q3 1/4'BILL-2 TRACK 1.4 JAMB 1/4' SS SELFTAP SCREW Tc O 4 TRACK 6' FRDM END AND 24'OC N n o 3.2, 3,3, ri Q N 3.4 3.5 S O n m ry d c (� a O5 JAMB G 5 TRACK 6.729 rr'l a 000 1/4' HOLE L1 3a 13/1 G'SILL-4 TRACK ®21 SILL ADAPTOR sEerosmvePR�suRe IP POCKET JAMB 1 1.506 'n MINIMUM Q3 1/4"BILL ADAFTOR un+'ranorrsoNsn¢Ti —�- �s� $ j 1.506� c a T iOl OPTIONALJAMB a m l a SNAP COVER m 5g - t. POCKET JAMB a Deo z g SNAP COVER !t SILL 5HEAR CLIP &2 �•' u�m 9s 13/1 G"BILL-5 TRACK W m 2.992 6.044olo ntlplC d BEv(6Gp QI 6 o a g 4+uldlnx Code Yl R%il41he pion!, W a U d T7w m h ActrIN No/ ,, J•I k•lltnOaa Dote E-S of �s � ��t. C) 34 ? 1.276 y IA , 6.729 �tYdYctC,yyy 0! � �^ i 2s HEADER-2 TRACK 2.4 HEADER-4 TRACK 2'51LL-4 TRACK Rs 3 1/4"BILL-4 TRACK a B z 4.519 .. 7.570 o c n N g -'CALF-- c m RR a NA 1 J DATE: 01/28/18 1 8.235 DRAMUG 2a HEADER-3 TRACK 18-052 2.9 HEADER-5 TRACK 35 2'SILL-4 TRACK .ss 3 I/4"SILL-4 TRACK 5MQT 8 OF I I t rl r? •r �cJ PANEL COMPONENTS " " GLAZING CONFIGURATIONS �.�•''�,, DE F� 0 0.3 2 0.187 .• n L 812 3.000 c ^ - - - JQ�04 ��CEpgF P n a 100 a � ao3o MI/M2 GLAZING = No.52609 0 0 0 ci d _ �I I A DR Al E .`� a 140 I 0.82o 0.050 1 .` M1/M2 STATE OF m o�. 1 %�.0 '4 3 m m I II iq ,Fs .O R 9 m ®112-CHAtJLAZING ®CHANNELING 8 ALDRIN s�y,0NANEL p••'' r:2 LL O 0.082 6 '"• ��oo 7 m -�—� 3 AT TOP AND 3 AT �AN°2g q 3 4 4 ATLAS INTERLOCK 2.s00 c N Q WIII75 BOTT014 5/32 X 3/4'X 5' .[Q O I'll WEATHERSTRIPPING NEOPRENE SETTING BLOCK c ©ATLAS DOOR END RAIL o,270 9 (DUROMETER 85) LOCATED AT a' FROM ENDS AND AT TYPICAL GLAZING ADAPTOR (N8) CENTER OF EACH PANEL El ATTACHMENT TO VERTICAL RAILS WITH W11205 #10 X 1 1/2' SS STFH SCREUS �I I WEATHER 5TRIPPING LOCATED 1' FROM THE ENDS AND 24' OC1.153 0.270 .. � a — —— M1/M2 078 c MI/M2 ��Irumj Q-1 n 0. I I MS W 1 1255 _ _ NI�BIf7M17iNi m H WEATHER STRIPPING Q 0.388 0,270 O5 AT1A5 NARROW ,J INTERLOCK 5TILE I ��ryyy 8 GLAZING t GLAZING M BULB VINYL A OR Al 8 A OR Al O7 ATLAS DOOR 4 5 ASTRAGAL (4) 1)lOXI 1/2- SS SMS 4 �+ 1.500 SECURING ASTRAGAL TO J DOOR END RAIL 6' FROM � .,^ VI N n TOP AND BOTTOM AND S' FROM KEEPER d N � I.OOO � 1.QW - i'XI°CUST PLUG ��Z. Q INSULATED GLAZING PANELS WITH ANODIZED ALUMINUM U u SPACER WITH DESICCANT LOOSE PILL SETTING ON AND K g I (�GLAZING ADAPTER I 0 DOOR END RAIL ' LINED WRFC BUM RUBBER SEALANT ! REINFORCEMENT VARIES LENGHT=FH-2 1116 1.139 u> a 193 TYPE A GLA55:LARGE MI551LE IMPACT "A 4 AI'GLAZING 1 k I 9/16'LAMINATED HS CONFIGURED: o ''' �_ '' PRE55URE:+65 PSF,-75 PSP MAXIMUM DLO:4G 5/&X 94 1/IG' O.082 EXTERIOR LRE:I/4'HS III III N1 E I I (`I M2 W I INT'ERIAYE'R+0.090'SGP IMERLAYER BY KURARAY w '' 'A°GLAZING ' I INTERIOR LITE:1 4'H5 E-4 3Ld ' $ I I I I I I I I MAXIMUM DLO� 50 PS 2 5/8 I M 911 G' 0 W t ' III III II I I Ca Ix L14I I INTERLOCK TYPEA I GLA55:LARGE M1551LE IMPACT _ .�aoaDii'La w1u REINFORCEMENT LENGHT-FH-2 1/16 3/4'INSULATED GLA55 CONFIGURED: A succ a "'�Z� 'iZ a I EXTERIOR LNE:3/I V FT E�plrs4s�B+Fe 'Z. 1.125 AIRSPACE:1/4' TYPE A GLA55 TYPE A I GLA55 A 1S+K� SOME: (2 AnA5 DOOR.TOP/ 2ND LTTE: 10 H5 '' NA BOTTOM RAIL INTERLAYM-0.090"5GP INTERLAYER BY KURARAY DATE: INYERIUR LITE:I/8°H5 _L�y SETTING BLOCK:3 PER PANEL NEOPRENE,OUROMETER 85 AT 4'FROM ENDS AND AT CENTER OF EACH PANEL DRAVANG I 18-052 sneer 9 OF I I L s I 1 r� PANEL HARDWARE rDE F�•, H i 2 POINT DEAD LOCK Q 2 POINT DEAD LOCK STRIKE PLATE .04�Q4�0��C E p S�•F� q _ 1 KEEPER PER MEETING STILE OR JAMB 0 1/' "'�' I MULTIPOINT MORTISE(1B-e SS) LOCK PER LOCK HEFTING STILE -HARDWARE SUPPLIER. AMESBURY- - - - Q HARDWARE SUPPLIM AMESBURY PART 92470-84 �S �0..52609 E� PART 02815-84 ATTACHED AT JAMB OR ASTRAGAL RAIL ATTACHED TO THE DOOR WITH(2) 06X 1/4' SS FLAT HEAD SCREWS USING FOUR W/010-16X 1-1/2'PHSHS. 10.137 —10.130 Lw�Os. STAT OF j� ,0= m a 0 .56 2.5 '��l`° . R 1, o o o o o 'y NAL EloG 5.662 1 —r JAN 2 s 20 8 v � Q QO EN 1.969 (0 _ (�.) .75 \ �1/ \ � 3.937 3.29 i N Q SINGLE WHEEL ASSEMBLY Q TANDEM WHEEL ASSEMBLY p PER FIXED DOOR PANEL. 2 PER OPERABLE DOOR PANEL I O I O I HARDWARE SUPPLIER, AMESBURY HARDWARE SUPPLIER, AMESBURY O PART#1966-7000-12 PART W1966-7501-14 ' ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER 'n { ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO V J n L THE BOTTOM RAIL USING ONE I/4'X1 SS ROD. THE DOS RAIL USING ONE 1/4'X1 SS ROD. DOOR HARDWARE TYPICAL C3 1 Ala 1 ©BUMPER ' 8 �O 1-16 H5 H5 1' '/ 19 PXCE55ED PULL 11ANDLE o �m � I ADAMS RITE 4431 I i O X X X <1)WBXI/2 SMS SECURING H /H2 Hl/H2 4,03 CLIP TO HEADER H7/H8 H7/H8 3. 18 nc FIXED PANEL HOLD CUP H 6063-TG 1/8'IbICKALUMINUM 4410DUC FAEVISM ggg Fig ®E::= dD ANGLE W o plyin with the r4dift 25 Heldta Soda I A�ept 9.ecc No j£5'OZO S•�Z. W a o I-- 3.69 CI Rapir>dtk�1lue ., H ' 4N N I { ( LL S L" Ara4' Ow91e9 i W a 4.34 O p W' § H3 H3 J H4 114 H4 H4 H4 H4 HS J �0@ p LLB 1N ) 90 H5- ACTIVE DOOR STILE BUMPER HS p 2 PER EACH LOCKING STILE SECURED TO THE TOP AND BOTTOM OF THE VERTICAL .55 Q E NGLEDEADLOCK(55) C5 xA1r: LOCKING STILE WITH <1) 1/4' SMS 1 LOCI(PER LOCK MEETING STILE Q°A NA s` HARDVARE SUPPLIERS AMESBURY NGLE DEAD LOCK STRIKE PLATE($5) H6- 1/8-1X1 FIXED PANEL HOLD CLIP PARr•537-84 1 PLATE PER LUCK Dnre: 1 PER EACH FIXED PANEL SECURED ONLY TO THE TOP HEADER WITH (1) W8 SMS. ATTACHED TO THE DOOR WITH HARDWARE SUPPLIER,AMESSURY 0 I128118 (2) 06X 1/4' SS FLAT HEAD SCREWS. PART 0337-64 ATTACHED TO THE D00R WITH C2) BIO-16' SS FH SMS 18-052 i 5HMT IOOF I I I c ,,r„rrrrDE•F,�••. LIST OF COMPONENTS �r`�pd`'.,.. �C(i�c:'- 2 SILL DRAINAGE NSF��� 3 tdo.52609 ITEM DESCRIPTION MATERIAL SUPPLIER 1 JAMB FRAMING & ACCESSORIES 1.1 OPT ANAL JAMB SNAP OVER 6063- 5 ALUMINUM SOUTHEASTERN DOORCOMPANY �0- STATE:OF .3 m� 1.2 2 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY Off'• ,e Q,'. d w c� 1.3 3 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY Fes"+<OR10,+' �� m 1.4 4 TRACK - JAMB FRAME 6063-T ALUMINUM SOUTHEASTERN DOO COMPANY 1/4' DIAMETER SILL WEEP HOLES AT EACH•'�S ••••• G'a I.5 5 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY FACTORY APPLIED ➢RAIN PAN LOCATED AT •,'r�ONp� Ea o 1P POCKET JAMB 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY CENTERLINE OF EACH PANEL. •''arrnrrn ra _; 1 , 1 POCKET JAMB SN P COVE 6063-T5 ALUMINUM SOUTHEASTERN DOOR COMP HOLES ARE ONLY ON THE EXTERIOR SIDE OF m o THE THRESHOLD, SEE EXAMPLE BELOW 3 1' NOTCH 2.2 2 TRACK - HEADER FRAME 6063-T6 ALUMINU SOUTHEASTERN DOOR C❑MPAN A,y'2 0 n a 2.3 3 TRACK - HEADER FRAME 6D63-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY Z JB 6 m d 2.4 4 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 2.5 5 TRACK- HEADER FRAME 6063-T6 ALUMINUM SOU THE STERN DOOR C❑MPANY A 3 SILL FRAMING 3.2 2 TRACK - 13/16' SILL FRAME I 6063-T6 ALUMINUM SOUTHEAST RN D❑OR C MPANY I/8-XI' DRAIN OPENING G 3.22 2 TRACK - 2' SILL FRAME I 6063-T6 ALUMINUM I SOUTHEASTERN DOOR COMPANY S p 3.23 2 TRACK - 3 1/4' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 1M 3.3 3 TRACK - 13/16' SILL FRAME 6063-TG ALUMINUM I SOUTHEASTERN DOOR COMPANY FACTORY APPLIED DRAIN PAN 3.32 3 TRACK - 2' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY LOCATED AT CENTERLINE 3.33 3 TRACK - 3 1/4' SILL FRAME - 6063-T6 ALUMINUM SOUTHEASTER DOOR COMPANY OF EACH PANEL 3. 4 TRACK - 13/16' SILL FRAME 6063-T6 ALUMINUM SOUTHEAST ❑ COMPANYOL N SOUTHEASTERN DOOR COMPANY3.4-q 4 TRACK - 3 1/4' SILL FRAME 6063-T6 ALUMINUM---.SOUTHEASTERN DOOR COMPANY 3.5 5 TRACK - 13/16' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY Q 3.52 5 TRACK - 2' SILL FRAME 6063-T6 ALUMINUM S❑UTHEASTERN DOOR COMPANY 3.53 5 TRACK - 3 1/4' SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY SILL DRAINAGE EXAMPLE 3,A2 2' SILL ADAPTOR 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY CONFIGURATION:OXXX In 3.A3 3 1/4' SILL ADAPTOR 6063-TG ALUMINUM SOUTHEASTERN DOOR COMPANY INTERIOR 4 TRACK 5Y5TEM INTERIOR 4 ATLAS INTERLOCK T 6063-T6 AW S UTHEAS D COMPANY 5 ATLAS NARROW INTERLOCK STILE 6063-T6 ASOUTHEASTERN DOOR COMPANY Uc ui 6 ATLAS DOOR END RAIL 6063-T6 ASOUTHEASTERN DOOR COMPANY 7 ATLAS DOOR ASTRAGAL 6063-T6 A SOUTHEASTERN DOOR COMPANY8 GLAZING ADAPTOR 6063-T6 A SOUTHEASTERN DOOR COMPANY z9 S DOOR TOP B TTOM RAIL 6063-T6 ASOUTHEASTERN DOOR COMPANY NaL10 END RA1l REINFORCEMENT 6063-T6 A SOUTHEASTERN ➢OO I ERIOCKREINFORCEMENT 6063-T6 ASOUTHEASTERN DOO COMPANY EXTERIOR OEXTERIOR 12 SILL SHEAR CLIP 6063-T6 A SOUTHEASTERN DOOR COMPANY 6 VEEPING 6 WEEPING 4 WEEPING a() HOLES & HOLES & HOLES & 2 WEEPING I' NOTCH 1' NOTCH 1' NOTCH HOLES & Z ITEM DESCRIPTION MATERIAL SUPPLIER 1' NOTCH M1 1/2' GLAZING GASKET PVC TEAM PLASTICS INC SILLCP.AfNAGCEXAMPIE 2 3/16' GLAZING GASKET PVC TEAM PLASTICS INC ILL DRAINAGE EXAMPLE W M3 W11175 PILE WEATHER STRIPPING ULTRAFAB 3TRACK5Y5TEM Ey M4 W11205 PILE WEATHER STRIPPING ULTRAFAB INTERIOR INTERIOR E, M5 W11255 PILE WEATHER STRIPPING ULTRAFAB w M6 BULB VINYL NEOPRENE ULTRAFAB M7 DUST PLUG ULTRAFAB E^+eLa ITEM ➢ESCRIPTION MATERIAL SUPPLIER r�- H1 2 POIN7 DEAD LOCK STAINLESS STEEL AMESBURY Q cwi H2 2 POINT LOCK STRIKE PLATE STAINLESS STEEL -AMESBURY 4 VEEPING -4 WEEPING 4 WEEPING 4 NEEPING ^_ EXTERIOR M3 SINGLE WHEEL ASSEMBLY ALUM./ NYLON AMESBURY HOLES & HOLES & HOLES & HOLES & F�RERIOR w H4 TANDEM WHEEL ASSEMBLY ALUM./ NYLON AMESBURY 1' NOTCH 1' NOTCH I' NOTCH 1' NOTCH . = H5 DOOR BUMPER BO SHORE A NBR. FRANK LOVE RUBBER & GASKER CO. Li z H6 FIXED PANEL HOLD CLIP W/ 48 SCREW 6063-i6 ALUMINUM SOUTHEASTERN DOOR COMPANY _ H7 SINGLE DEAD LOCK STAINLESS STEEL AMESBURY o H8 SINGLE STRIKE PLATE STAINLESS STEEEL AMESBURY DRAINAGENOTE: H9 RECESSED•PULL HANDLE CAST ALUMINUM ADAMS RITE WEEP HOLES ARE I1,15TALLED UNDER ALL PANELS EXCEPT IN THE INNER TRACK 5CAfE: °RODULT NA DAIE: au�+sJl'l�i 1vUiti110Y+iRL 0I/2&18 Lm•itM1�Cody : ACttlwaa No 18-0261.IZ• DRAWWG4 Eapi/ratiaa hte u 7ia:L. 18-052 I smmT I I OF I I I I ....................................................................................................................................................................................................................................................... ............................................................................................................................................? 1