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HomeMy WebLinkAboutPRODAPP 18-0201.13 SMIJupiter Glass specialties Inc., dba South Eastern Door Company 1505 Commerce Lane P.O. Box 794 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 w/wo reinforcements -SMI APPROVAL DOCUMENT: Drawing No. 18-052SM (former 16-093 SM), titled "Sliding Glass Door", sheets 1 through 1 I 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: 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 # 17-0410.02 consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-0201.13 Expiration Date: August 17, 2022 Approval Date: March 229 2018 Page 1 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 SM, titled "Sliding Glass Door", sheets 1 through 11 of 11, prepared by EngCo. Inc., dated 01/23/17 and last revised on AUG 02, 2017, signed and sealed by Pedro De Figueiredo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) 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-SED46-001, 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 ASTME4300-02, -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. 2. Reference LMI NOA # 17-0214.03. Isha I. Chanda, P.E. Product Control Examiner IN No. 18-0201.13 Expiration Date: August 17, 2022 Approval Date: March 18, 2018 E-1 Jupiter Glass specialties Inc., dba South Eastern Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS l . Drawing No. 18-052SM (former 16-093 SM), 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. 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 0 F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6` edition), prepared by PPMF Inc., dated JAN 2% 2018, signed and sealed by Pedro De Figueiredo, P.E. G. OTHER 1. This NOA revises NOA # 17-0410.02, expiring 08/17/2022a Isha�q I. Chanda, P.E. Product Control Examiner NOA No. 18-0201.13 Expiration Date: August 17, 2022 Approval Date: March 18, 2018 E-2 GENERAL NOTES: FLORIDA BUILDING CODE 2017 (6th ed) HVHZ SMALL MISSILE IMPACT RATED i -CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FBC 2017 GTH EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2- DEFINITION: THIS PRODUCT IS AN ALUMINUM SLIDING GLASS DOOR DESIGNED, CONSTRUCTED AND TESTED PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE AND SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL. INSTALLATION OF HURRICANE PROTECTION DEVICES 15 REQUIRED FOR INSTALLATIONS BELOW 30' ELEVATION. 3- POSTING: PRODUCT SHALL BE LABELED AS FOLLOW: JUPITER GLASS SPECIALTIES, INC DBA SOUTHEASTERN DOOR COMPANY - JUPITER - FLORIDA SERIES ATLAS HP SLIDING GLASS DOOR SMALL MISSILE IMPACT RATED MIAMI-DADS PRODUCT CONTROL APPROVED i� 4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE ASCE 7- I 0 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 HERE IN SPECIFIED, THE DESIGN PRESSURES, AS DETERMINED FROM ASCE 7-10, ARE PERMITTED TO BE MULTIPLE BY O.G 5- MATERIAL: ALL ALUMINUM PARTS TO BE GOG3-TG ALLOY OR AS NOTED AND GLAZING TO BE LAMINATED IMPACT GLASS AS SPECIFIED ON THIS APPROVAL. G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR SPACING AND LOADS MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BYTH15 APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE, 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRE55URE5 ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- DISSIMILAR MATERIALS: WHERE ALUMINUM IS IN CONTACT OR FASTENED TO DISSIMILAR MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL, INSTALLATION SHALL MEET THE REQUIREMENTS OF CHAPTER M.7 OF THE ALUMINUM DESIGN MANUAL 2015, DOOR UNIT SELECTION PROCEDURE AND INSTRUCTIONS TO USE THIS DRAWING TO VERIFY DOOR ADEQUACY PRESSURE STEP I - SHEET f GENERAL NOTE 4: DETERMINE PROJECT DESIGNED PRESSURE (DP) AS INDICATED. STEP 2 -SHEET I :COMPARE (DP) WITH PRODUCT DESIGN RATING, FUNCTION OF DOOR SIZES FW x PH AND POSITIVE PRESSURE OF THRESHOLD RISER old JA TABLE OF CONTENTS: SHEET DESCRIPTION 1 GENERAL NOTES, PRODUCT DESIGN RATING AND QUALIFICATI❑NS 2 DOOR SAMPLE ELEVATIONS WITH FIXED AND OPERABLE PANELS AND POCKET C❑NFIGURATION 3 TYPICAL ELEVATI❑N WITH CROSS SECTI❑NS LOCATOR 4 DOOR SECTI❑NS DETAILS 5 JAMB FRAMING ANCHORAGE DETAILS 6 HEADER FRAMING ANCHORAGE DETAILS 7 SILL FRAMING ANCHORAGE DETAILS 8 FRAMING DIE COMPONENTS 9 PANEL DIE COMPONENTS, GLAZING CONFIGURATIONS 10 PANEL HARDWARE 11 LIST OF COMPONENTS PRODUCT DESIGN RATING AND QUALIFICATIONS �� (SEE NOTE 2, SHEET 2) �� FW - FRAME WIDTH NOMINAL PANEL = O X X_ X O =W L3 x w OR OR v 4= < �D v o x x 1� a DLO r 0 a NOMINAL PANEL = FW / # OF PANELS �� FW - FRAME WIDTH NOMINAL PANEL STEP 3 -SHEET 5, 6 � 7: SELECT FRAME ANCHORING IN ACCORDANCE WITH 2, 3, 4 ( NOMINAL PANEL = FW / # OF PANELS OR 5 TRACK SELECTION. NOTE: POCKET IS NOT TO BE INCLUDED IN THE FW STEP 4 -THE PRODUCT DESIGNED RATING MUST BE EQUAL OR GREATER THAN THE CALCULATED PROJECT WIND PRESSURE (PD) DESIGN PRESSURE RATING IMPACT RATING PANEL SIZES MAX. PW X FH +65 PSF * LARGE * SMALL 52" X 100 1/2" 4G8" -75 PSF M15SILE IMPACT NOMINAL MODULE X 102 I /2" -�- 5 D PS F * LARGE SMALL 48" X 1 17" 432" MISSILE IMPACT NOMINAL MODULE X 120" " POSITIVE (EXTERIOR) DP SELECTION THRESHOLD RISER TYPE MAXIMUM PRESSURES CPSF) CASE i CASE 2 4" +65 +65 2" +65 +50 13/16N +65 -- 0. ��••�Q�;,,.� C E NSF.•,, i No.52609 Lo *.. STATE OF ,�0*0 .� •.. ... ++►,rswrrt�r • BIFl NOTES: I -CASE I :MAXIMUM POSITIVE PRESSURES FOR 3- I /4", 2" OR 13/ I G" THRESHOLD WITH OVERHANG AS PER ILLUSTRATION Z. 2- CASE 2: MAXIMUM POSITIVE PRESSURES FOR 3-1/4" AND 2" THRESHOLD RISER W/OUT THE OVERHANG, 3- THE POSITIVE PRESSURE SHALL BE THE LESSER VALUE FROM THE ABOVE TABLE OVERHANG LENGTH (OH LENGTH) OUTSIDE OVERHANG ILLUSTRATION "Z" OVERHANG IN COMPLIANCE WITH THE FBC REQUIREMENTS. DOORS INSTALLED WHERE THE OVERHANG (OH) RATIO IS GREATER TO OR MORE THAN I NEED NOT TO BE TESTED FOR WATER INFILTRATION. THE OH RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION OH RATIO = OH LENGTH / OH HEIGHT >= 1,0 �I � s ry o CM O M � y LL "' WLo W ~ 9 M a w E �� z m g� ce O w a w� U � W oll U Z Q Co �a SCALE: NA OI/28/18 DRAWING # 18-052 SM St1EET I OFII � s ry o CM O M � y LL "' WLo W ~ 9 M a w E �� z m g� ce O w a w� U � W oll U Z Q Co �a SCALE: NA OI/28/18 DRAWING # 18-052 SM St1EET I OFII DOORS SAMPLE ELEVATIONS WITH OPERABLE AND FIXED PANELS AND POCKET CONFIGURATIONS 4 OR MORE PANELS 3 PANELS 2 PANELS - FW �� � � FW �� FW 0 X X x 0 0 X O X X c° X Q J Ll I --{ PANEL (-- --� PANEL I-- �I PANEL I-- 4 O X x X OR X q43 d d 0 OR x --I PANEL x II x Ilxllll P s o x x s � x x x w m a= C C x x x 4> —►I PANEL PANEL P❑CKET STRUCTURE DESIGN N❑T PART ❑F THIS APPROVAL NOTES: PANEL �E �E = X P w W � _ Q PANEL I -- P❑CKET STRUCTURE DESIGN NOT PART ❑F THIS APPROVAL P- POCKET X- OPERABLE PANEL O- FIXED PANEL FW PRAME WIDTH DSO- DAYLIGHT OPENING PANEL NOTE 2) *!s*Onlr,.��CENSF•rFx Q� 52609 • W w� zDw z0 w� + Cl STAT OF c mku 'p ♦', �SO�Fs1••`c� �rRr1 # 6*40 �`, Q m •.�,,� ONA 1. $,`too$ W p O •rrrrrrr R moo Lu z n z w � � I - DOOR CAN BE CONFIGURED WITH AS MANY PANELS AS THE TWO, THREE, FOUR OR FIVE TRACK SYSTEM CAN FIT, LIMITED TO THE MAXIMUM TESTED FRAME WIDTH X I .5 WITH LIMITATIONS AS BELOW: P❑CKET STRUCTURE � P❑CKET STRUCTURE I DESIGN N❑T PART DESIGN N❑T PART J 2- MAXIMUM FW= 3 12 X 1.5 = 468" FOR FH <= 102 (/2" ❑F THIS APPR❑VAL ❑F THIS APPR❑VAL MAXIMUM FW= 288 X I .5 = 432" FOR 102 I/2" <= FH <= 120" o N OD f0 W �co E M a co f`') lf) Lo ��Lo z rn gLo W c lv E j w U co U z z 00 SCALE: 3- MAXIMUM DLO= 46 5/8" X 94 I / 16" FOR 52" X 100 I /2" NOMINAL PANELS NA MAXIMUM DLO= 42 5/8"16" FOR 48" X 117" NOMINAL PANELS DATE: OI/28/18 DRAWING # 18-052 CA Sf1EET 2 OF 1 1 w W Y o L L L o L O L I JAMB ANCHORAGE SEE SHEET 5 FOR DETAILS TYPICAL ELEVATION AND CR055 SECTION LOCATOR FW = SEE NOTE 2, SHEET 2 NO Mr PANEL N❑Mr PANEL N❑Mr PANEL N❑Mr PANEL NOM, PANEL N❑Mr PANEL NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N NP=FW/N DLO, DL❑; DLO; DL❑; EIL❑I DLO; NP- 5 3/8" NP- 5 3/8" NP- 5 3/8" NP- 5 3/8" NP- 5 3/8" NP- 5 3/8AAAAA Art AAAAAAi \4AAAAAAA.AAAAAAAAAAAAAAAAAAAAAAAA,�� AA,, 4 I 4 / I / 41AAAAAAAAAAA � 4 4 lb 4 X 4 X 4 X 4 X 4 X _ v O XF. J Q LOCK/HANDLE I LOCK/HANDLE LOCK/HANDLE TFOR X OPTION z // 4 � 4AAA AA,mmA.. ANCHORAGE CLUSTER Foot ++,1�eli �����CENSF. •+,� tit No.52609 ,M 4 w � STATE OF ' �* O�w .w,,,c� 0 Q • ' e oR •'' .. s� P> =MW i �Z a wr Y ¢ U � a� �a Li �z Pa� POCKET STRUCTURE w a TO BE DESIGNED = V BY OTHERS AND z NOT PART OF ¢ THIS APPROVAL w w a� TR C & Y A K S STEM -------- -------- -- —---------------- .rr rrrrrr r..., rrr.,.r. rrr..rrrr.r.rr ...r.. rrr rrr rrrr .rrr..r rrrr..rrrrrrrrrrrr. r.. .. r. r.r rrrr r rr. r r r rr r r r rr r rr r r i r rr 11 r rr rr.r r r.r rrrrr :AA I•.r,rrrr.rrrrr ire::r::!.::r::!!::r'::::::::::::::irr::r::!!::r::::�'0::r:: :: ::r:r rl..., .r...r...r.r.rrrrirrrr ..r.r .rr.r AI::::.rrr.r.rr..rr.rrrr::::1:rrrrrr.rrrr1.r.rr.r.r.rrr.rrrrrrrr..rrr..rr.rrrr r......r....::r,.................. - , -----' --e-_r,........................%..r.r......r......tl,............................�.}----.............A........................� i 2 TRACK SYSTEM --- ----- ----- .r r..........r.rr..rr ...r.r,...r.. r .. r .r.rr..r..................r..r! .......,..r.,r,.r..rrrr..r..r....! � ...,........,...........,....�..............................,..............�....................,.........,...........-.�........./� ..�►•••••............. {. I..........,................,..{.e..r..r..e.I.........,....................{.r..r..r..r.i..............................{.r..r..e..r.j...........:::::::'::::;::::::{.r::r::r::r. .' r::r::r::. i TYPICAL CLUSTER OF ui 3 ANCHORS FOR HEADER Of A i AND SILL AT POCKET JAMBftoauc ewaptyingwihebe Fgarw A ding HEADER SILL I/�t�rse{N® iL o of s ' to AAAAA 3 OR MORE TRACK SYSTEM ANCHOR PATTERN '----�--- HEADER * SILL MINIMUM CLUSTER OF G ANCHORS STAGGERED 2 TRACK SYSTEM ANCHOR PATTERN SPACED E 4"CK AND LOCATED TI i MINIMUM CLUSTER Of 4 ANCHORS IN -LINE EACH INTERLOCK STILE AND MEETING STILES — —� -- SPACED AT 4"OC AND LOCATED AT EACH INTERLOCK STILE SEE SHEETS G AND 7 FOR DETAIS 4 4 4 SEE SHEETS G AND 7 FOR DETAIS SEE 4 i 5 TRACKS ILLUSTRATED IN SHEET 8 i� � Fw- a � LLI g� w� U ^ w O w �z �o SCALE: NA 01/28/18 DRAWING # 18-052 SM Sf1EET 3 OF I I ION wo SEE SHEET 3 AND 6 FOR HEADER ANCHORING DETAILS ICI II i II II II II II II II I� �I �I I� L� it L J� n q ❑PTI❑NAL" 9 - SCREEN D❑❑RII " ! w n L(I M5 0 SEE SHEET 3 AND 7 FOR SILL ANCHORING DETAILS 1, 2/ 1, 3/ 1. 4/ 1, 5 In J q Q Q to p m< =0m/ �w0 w U w z cn Q ❑PTI❑NAL 2, 2/ 2, 3 2, 4/ 2, 5 e4 HEADER G7 1u Q z 9 e 4 SILL TYPICAL DOOR SECTIONS ANCHOR SCHEDULE TYPE DESCRIPTION EMBEDMENT SUBSTRATE EDGE DISTANCE A 1 /4" TAPCON BY ITW 1 3/4" MIN. 3000 1251 CONCRETE 3" B "* 1/4" TAPCON BY ITW 1 114" MIN, MASONRY BLOCK 3" C 114" TAPCON BY ITW 1 112" MIN. PT WOOD (5G=,55) 3/4" D 1 /4-1 4 GR 5 SMS MIN, 3 THREADS METAL STRUCTURES 3/4" NOTES: 1- MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. 2- METAL STRUCTURES ARE TO BE ASTM A36 STEEL OR 6063-T6 ALUMINUM (1/8' THICK MIN,) 3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE 4- CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MININUM 2000 PSI 5- ANCHORS A, B AND C; YIELD STRENGTH Fy=100 KSI, ULTIMATE STRENGTH Fu=125 KSI 6- ANCHORS Di YIELD STRENGTH Fy=92 KSI, ULTIMATE STRENGTH Fu=120 KSI REINFORCEMENT # 10 APPLICABLE ONLY FOR DOORS WITH FH >FAroo TW A AI I nn 1 /nil INSIDE / OUTSIDE OUTSIDE/ IN51DE ! nl n- * THRESHOLD HEIGHT ( SEE SHEET I FOR POSITVE DP LIMITATIONS) 3, A2/ 3, A3 34 2/ 3, 3/ 3, 4/ 3,5 3, 22/ 3, 32/ 1 42/ 3, 52 3, 23/ 3, 33/ 3, 43/ 3,53 ❑PTI❑NAL HANDLE ❑PTI❑NAL HANDLE LOCK JAMB e4 I FRAME WIDTH OPERABLE PANEL ❑PTI❑NAL ML SCREEN DOOR II t_ I II �I RECESSED l- PULL HANDLE M4 3 OUTSIDE INSIDE Himpyaal OUTSIDE POCKET ANCHORS FOR LOADS EQUAL OR LESS THAN 50 PSF ANCHORS A, C AND D SPACED AT 1611 OC ANCHORS B SPACED AT 4" OC FOR LOADS GREATER THAN 50 PSF ANCHORS A, C AND D SPACED AT 10" OC ** ANCHORS B NOT APPLICABLE 1P-\ F7 2 ED IuE! iPi t 4e POCKET JAMB FIG No. 52609 00 ": STATE OF * " k. 0*0' ,c� OR 1 S� ••. I •�''•.S01VA1. P❑CKET I M4 4e ❑PTI❑NAL HANDLE LOCK STILES REINFORCEMENT # 10 APPLICABLE ONLY FOR DOORS WITH FH GREATER THAN 102 1 i 7 M4 1 "8 MT ❑PTI❑NAL TOP AND HANDLE ANDLE 1, 2/ 1, 3/ T! 0 �Lm 0 WIL N WwLo z�w m m w�� Ntu m � � U CD m �i M m� �p�0 0 lu Q z"'zU zng� w m w w S coco w� um) E-+ a M Lo u. �n N LL M a L z rn gLo wm U� g w U'o W LL Ov Z) U Z z o0 2 �a SCALE: NA 01/25/18 DRAWING # 18-052 SM SHEET 4 OF I I HEADER JAMB TYPE I .35 1 .4, 1,5 MAX, 1/4' SHIM CS ANCHORS) TYPE A. B, Co D OUTSIDE JAMB TYPE 1.2 MAX, 1/4" SHIM H- TOP OF KEEPER w 2 W Q BOTTOM Of ^ �—(8 ANCHCRS) TYPE A, B, C, D w �w Az w ¢ TOP a M = OF q to KEEPER OUTSIDE Ld _ w Q eorroa � OF KEEPER SILL HEADER i Ir ie! SILL JAMB FRAMING ANCHORAGE DETAILS SUBSTRATE:3000 PSI CONCRETE CONCRETE BLOCK 1/8" STEEL OR ALUMINUM WOOD (SG>=, 055) MAXIMUM 1/40 SHIM ANCH❑RS A, B, C OR D 8 ANCHORS TOTAL SEE LAYOUT EMBED, W W l7 Url AZ wQ 1, 3, 1, 4, 1, 5 wQ OUTSIDE � TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE OUTSIDE OUTSIDE OUTSIDE ANCHOR SCHEDULE SUBSTRATE43000 PSI CONCRETE CONCRETE BLOCK 1/8" STEEL OR ALUMINUM WOOD (SG> 055) ww A Z w¢ M Q EMBE➢, OUTSIDE MAXIMUM 1/4" SHIM �����..��� C E N Sc���`••,'� ANCHORS A, B, C ❑R D 8 ANCH❑RS TOTAL SEE LAY❑UT 1, 2 TYPICAL PERIMETER SEALANT VULKEM 116 POLYURETHANE �No. 52609 STATE OF ": ONA E��* FOR INSTALLATION WITH I X � 2X WOOD 6UCK WOOD BUCK5 TO BE PROVIDED BY OTHER5 AND TO BE PROPERLY ENGINEERED AND SECURED TO TRANSFER IMPOSED LOADS. N❑TE; F❑R 2 & 3 TRACKS, ANCHORS CAN BE PLACED IN ANY SECTION OF THE TRACK AS LONG AS THE EDGE DISTANCE IS MAINTAINED FOR 4 & 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED AMONG INNER MOST AND MIDDLE TRACKS, IF EDGE DISTANCE IS BELOW THAN REQUIRED, AV❑ID ANCHORAGE AT THE OUTERMOST TRACK. (SEE ILLUSTRATION), TYPE DESCRIPTION EMBEDMENT SUBSTRATE EDGE DISTANCE A 114 TAPCON BY ITW 13/4" MIN. 3000 sl CONCRETE 3" B 114" TAPCON BY ITW 1 1 /4" MIN. MASONRY BLOCK 3" C 1/4" TAPCON BY ITW 1 112" MIN. PT WOOD (5G=.55) 3/4" D 1/4-14 GR 5 SMS MIN. 3 THREADS METAL STRUCTURES 3/4" NOTES: I - MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING. 2- METAL STRUCTURES ARE TO BE ASTM A3G STEEL OR GOG3-TG ALUMINUM (MIN. 1/8" THICK) 3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE 4- CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH MININUM 2000 PSI 5- ANCHORS A, B AND C: YIELD STRENGTH Fy= 100 KSI, ULTIMATE STRENGTH Fu= 125 KSI G- ANCHORS D: YIELD STRENGTH Fy=92 KSI, ULTIMATE STRENGTH Pu= 120 KSI 0 co(o W 04 4t00 M� v cM � LL IL WLo M I hw zCO 0) gL? W O Uw CD w U (Dw D ) z z 00 L a i� DATE: 01/28/18 DRAWING # 18-052 SM SHEET 50F i I D❑❑R PANEL 4 � MAX, 48' OR 52' OC FW = SEE NOTE 2, SHEET 2 DOOR PANEL — � T INTERLOCK MEETING STILES A MAX. 48' OR 52' OC TYPICAL ONE ANCHORS TYPICAL CLUSTER ❑F 4 ANCHORS SPACED AT 4" FROM ENDS SPACED AT 4" OC AT EACH INTERL❑CK AND MEETING STILES 4 � MAX, 48' DR 52' DC MAX, 48' OR 52'OC TYPICAL ❑NE ANCHORS � TYPICAL CLUSTER ❑F 6 ANCH❑RS SPACED AT 4" FROM ENDS SPACED AT 4"0C AT EACH INTERLOCK AND MEETING STILES HEADER FRAMING ANCHORAGE DETAILS MAX, 48' OR 52'�C MAX, 48' DR 52' OC 4 I MAX, 480 OR 52' DC t- MAX, 48' DR 52' DC I MAX, r I o —� o ±40 O 1 TYPICAL CLUSTER OF 2 ANCHORS SPACED AT 4' ❑C AND 4' FROM ENDS iv ji I MAX, 48' MAX, 48' I OR 52'OC � OR 52'8C 4 TRACK EXAMPLE TYPICAL CLUSTER ❑F 6 ANCH❑RS SPACED AT 4"OC AT EACH INTERLOCK AND MEETING STILES soon P❑CKET � HEADER POCKET W/ CLUSTER OF 3 ANCHORS TYPES A, C OR D POCKET STRUCTURE TO BE DESIGNED BY OTHERS AND NOT PART OF THIS APPROVAL MAXIMUM i/4" SHIM SPACING CLUSTER ❑F 3 ANCH❑RS AT P❑CKET JAMB 2 TRACK MAXIMUM 1/40 O SYSTEMS SHIM SPACING ANCHORS TYPE AORD � I CLUSTER ❑F 3 ANCH❑RS Q z LD _ AT POCKET JAMB 4 2 TRACK o Li SYSTEMS ANCHORS TYPE C N❑TEI F❑R 2 SECTION ❑F & 3 TRACKS, ANCHORS CAN THE TRACK AS LONG AS THE BE PLACED IN ANY EDGE DISTANCE IS MAINTAINED FOR 4 & 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED AM❑NG INNER MOST AND MIDDLE TRACKS, IF EDGE DISTANCE IS BELOW THAN REQUIRED, AVOID ANCHORAGE AT THE OUTERMOST TRACK, (SEE ILLUSTRATI❑N), 3 TRACK SYSTEMS ANCHORS TYPE A,CORD (SEE NOTE FOR 4 t 5 TRACKS) ANCHOR SCHEDULE JUt3J I KH I t 3000 PSI CONCRETE 1/8" STEEL OR ALUMINUM W❑OD C SG>=, 055) ( ED) EDGE DISTANCE 2, 2 ( E➢) EDGE DISTANCE CED> EDGE DISTANCE ••`'� DE '""`•• No. 52609 STATE OF `•• ,.. ONA ANCH❑RS A, C OR D CLUSTER OF 4 OR 6 ANCH❑RS SEE LAYOUT SUBSTRATEI 3000 PSI CONCRETE 1/8" STEEL OR ALUMINUM WOOD <SG>=, 055) 12 �— ( I3TANC EE ANCH❑RS A, C ❑R D CLUSTER ❑F 6 ANCH❑RS SEE LAYOUT FOR INSTALLATION WITH I X � 2X WOOD BUCK WOOD BUCKS TO BE PROVIDED BY OTHERS AND TO BE PROPERLY ENGINEERED AND SECURED TO TRANSFER IMPOSED LOADS. TYPE DESCRIPTION EMBEDMENT SUBST A I/4" TAPCON BY ITW 13/4" MIN. 3000 sl CONCRETE 3" C 1 /4" TAPCON BY ITW 1 1 /2" MIN. PT WOOD (5G=.55) 3/4" D 1 /4-14 GR. 5 SMS MIN. 3 THREADS METAL STRUCTURES 3/4" NOTES: I - MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING, 2- METAL STRUCTURES ARE TO BE ASTM A3G STEEL OR GOG3-TG ALUMINUM (MIN, 1/8" THICK) 3- ANCHOR TYPE D MUST HAVE A MINIMUM 3 THREADS EMBEDMENT PASS SUBSTRATE 4- ANCHORS A AND C: YIELD STRENGTH Fy= 100 KSI, ULTIMATE STRENGTH Fu= 125 KSI 5- ANCHORS D: YIELD STRENGTH Fy=92 KSI, ULTIMATE STRENGTH Fu= 120 KSI ao cD W vco cm M u UD �co w � ~v a �� W o LLI zo Lo O Li co W U g m ® D a Z �Z o a �_ � a bC.HLC NA DATE: 01/28/18 DRAWING # 18-052 SM SHEET G OF I I 14 MAX, 48' OR 52' OC MAX, 48' OR 52' OC L-�-- --- TYPICAL ONE ANCHORS L TYPICAL CLUSTER OF 4 ANCHORS SPACED AT 4' FROM ENDS SPACED AT 4"OC AT EACH INTERLOCK AND MEETING STILES 14 MAX. 48' OR 58' DC MAX, 48' OR coon 0 0 0 0 0 0 0 0 0 0 0 0 0 4* 4 L-� - --- TYPICAL CLUSTER OF TYPICAL CLUSTER OF 6 ANCHORS 2 ANCHORS SPACED AT SPACED AT 400C AT EACH 400C AND 4' FROM ENDS INTERLOCK AND MEETING STILES I_ MAX. 48' MAX. 48' I OR 52'OC � OR 52'OC 4 TRACK EXAMPLE SILL FRAMING ANCHORAGE DETAILS POCKET STRUCTURE TO BE DESIGNED BY OTHERS AND NOT PART OF THIS APPROVAL POCKET W/ CLUSTER OF 3 ANCHORS TYPE A TtiRES110LD SET ON ���*sM, DE F/G�•-. ANCHORS A •� ,,.•..,,,,•, (/�. o NON SHRINK GROUT CLUSTER OF 4 ANCHORS ��"�Q�o•.•••C E N S `+ 12 SEE LAYOUT �+� �4 . c�y�`••. n z) o Q .t o 3, 21 3, 22, 123 NO%. 52609 z w Ln �w * * m Uzi :`0. t: ,a.-< xc c = '� ~ STATE OF , m o 0 3' EDGE 3' EDGE : ���"•, �� ¢ � d DISTANCE DISTANCE ". �(► '•. Pi'0+ U [fl N too«' str " • • � 1 0) CZ ZONAL .•*' O N'w J *t�+��rrrr�rt r+ss C) 0z Z _ SHEAR CLIP #12 NOT REQUIRED O OO SUBSTRATE; u 3 Q FOR INSTALLATION WITH GROUT 3000 PSI CONCRETE A z LL j z Ri z�g iu (5) (L � CLUSTER ❑F 3 ANCH❑RS MAX. 48' oR 52'ac AT P❑CKET JAMB 2 TRACK -------- 0� SYSTEMS Ilona_ — — — ANCHOR TYPE A I-- POCKET —) P❑CKET MAX, 48' OR 5200C — � � — — — — — � 4 0� — — — — — — o 3 TRACK SYSTEMS 4 � ANCHOR TYPE A N❑TE; F❑R 2 & 3 TRACKS, ANCH❑RS CAN BE PLACED IN ANY SECTI❑N ❑F THE TRACK AS L❑NG AS THE EDGE DISTANCE IS MAINTAINED FOR 4 & 5 TRACKS, ANCHORS TO BE PLACED DISTRIBUTED AM❑NG INNER MOST AND MIDDLE TRACKS, IF EDGE DISTANCE IS BEL❑W THAN REQUIRED, AV❑ID ANCHORAGE AT THE OUTERMOST TRACK, (SEE ILLUSTRATION), ANC110R SCHEDULE TYPE DESCRIPTION EMBEDMENT SUBSTRATE ED A I /4" TAPCON BY ITW 13/4" MIN. 3000 psl CONCRETE 3" NOTES: I - MINIMUM EMBEDMENT ARE BEYOND WALL DRESSING, 2- ANCHORS A: YIELD STRENGTHi Fy= 100 KSI, ULTIMATE STRENGTH Fu= 125 KSI FOR INSTALLATION WITH I X � 2X WOOD BUCK WOOD BUCKS TO BE PROVIDED BY OTf1ERS AND TO BE PROPERLY ENGINEERED AND SECURED TO TRANSFER IMPOSED LOADS. TIIRES110LD SET ON BEAD OF POLYURETHANE SEALANT (VULKEM I I G) ALL ANCHORS INSTALLED WITH SHEAR CLIP #12 3' EDGE DISTANCE SHEAR CLIP #12 NOT REQUIRED FOR INSTALLATION WITH GROUT 3' EDGE DISTANCE SUBSTRATE: 3000 PSI C❑NCRETE 3, 43 3,53 ANCH❑RS A CLUSTER ❑F 6 ANCH❑RS SEE LAYOUT SUBSTRATEt3000 PSI ALL ANCH❑RS INSTALLED WITH SHEAR CLIP #12 ANCHORS A CLUSTER ❑F SEE LAY❑UT CONCRETE 3. 3, 3, 32, 34 33 3, 4, 3, 42, 3, 43 3, 53 6 ANCHORS SUBSTRATE:3000 PSI C❑NCRETE O N 00 W v00 M � M � y rtit LL � " �Lo w ~v a Xd E u: z rn gLO W Q U v U W O� U z z 0X �a NA DATE: 01/28/18 18-052 SM Sf1EET 7 OF I I FRAME COMPONENTS Ln DE o, 875 o, s7s I ' ♦♦ ,. �ENSF,j Wo. e7so. 87N ♦o �Q,3" Q LuzNo. 52609 ow ti ft� W� o STATE OF ;"• m Lu 5. 203 ,� ♦♦ a J WI 0 0 ;, O �• ' �, � 3. Q, ♦♦ V [1] N d 3 677 3.3 13/ 16" SILL - 3 TRACK : *y''••#a R 1 . •'Y' i► N o m . Fs W co 0. 078 0, 078 O PINwwwwww,s/�NA l •U 3z 13/1 6 SILL - 2 TRACK 00"0 cu m00 -a�\\ CuL �N-. O th W Q V :r cu o z�z"- I .2 JAMB 0, 078 0, 078 n o m 00 ti w g IL O 2 TRACK ^ � w mo 5, 203 0. 125 [:N 0,075 O JAMB 3. 677 3s 2" SILL - 3 TRACK - (H Is 3 TRACK 3.2 2" SILL - 2 TRACK ass 3 1 /4" SILL - 3 TRACK 3.2s 3 1/4" SILL - 2 TRACK o, 125 1.4 JAMB 1 /4' SS SELFTAP SCREW O 0 4 TRACK N 6' FROM END AND 24' OC7 I N O V) 0 3, 2, 3. 3, I ri Q ai r0 � N 3, 4, 3. S o o � C) � �7 , n o -_— I I N N v J oLLL I.5 JAMB iit L--1 t---$ L--11---J �L .L r^ 0 5 TRACK V( �--------- ur-------- I U 6. 729 Q 3.000 i/4' HOLE V � 3.a 13/ 1 G" SILL - 4 TRACK 3.Az 2" SILL ADAPTOR SEE POSITIVE PRESSURE 2 I P POCKET JAMB v MINIMUM LIMITATIONS ON SHEET I z 1. 506 �� 3.as 3 I /4 SILL ADAPTOR o '(� 2-1/2' t- u Q 1. 506 Ino 0 o < N V J O o � � N OII OPTIONAL JAMB v 00 00 SNAP COVER o 0 0 OPOCKET JAMB I P.I 0. 080 SNAP COVER 12 SILL SHEAR CLIP 8, 255 0 m Lo co 3.s 00 13/ 16" SILL - 5 TRACK a M ENI um LO 2.992 6Lr).044 (u $ � . m 0F0 d $i6 Lo ; w ►W- X 0' ± o o A c t$i a No 1 �, / E 11111114 j IQ N N o y DR fe - � LLI ' 1. 276 l g � [ i F i J�] 3�0 LO 6,729 _ W C U w Of g 2.z HEADER - 2 TRACK 2.4 HEADER - 4 TRACK 3.az 2" SILL - 4 TRACK 3.as 3 1 /4" SILL - 4 TRACK QLO LL 0z In z Ln 0 4. 518 � az 7. 570 in o m in o 0 0 0 0 o m n SCALE: N o NA FIIIIIIIIIN N I DATE: 01/28/18 8,255 DRAWING # 2s HEADER - 3 TRACK 1 8-052 5M 2s HEADER - 5 TRACK 3sz 2" SILL - 4 TRACK ass 3 1 /4" SILL - 4 TRACK SHEET 8 Of I I o, ® ATLAS INTERLOCK ©ATLAS DOOR END RAIL m v 1 N r O ATLAS NARROW INTERLOCK STILE 1, 500 0 0 O8 GLAZING ADAPTER 1, 139 O9 ATLAS DOOR TOP / BOTTOM RAIL 2 I O DOOR END RAIL REINFORCEMENT LENGHT=PH-2 IIIG PANEL COMPONENTS o. os2 0. 078 O ATLAS DOOR ASTRAGAL 2so I I INTERLOCK REINFORCEMENT LENGHT=FH-2 I/I G O }T I 0. 270 M I I /2" GLAZING CHANNEL M3 W11175 WEATHER STRIPPING o N M4 W11205 t I ( WEATHER STRIPPING o. 270-270 o N O M5 W11255 WEATHER STRIPPING 0, 270 o 0 1, 000 " 1. 000 I--- M7 I "X I "DUST PLUG GLAZING CONFIGURATIONS ••`` DE F� `�*•� ••••O�O � Ci «C IV oos�'GU�� iLAZING B a NO. rJ260.9 STATE OF w ." i p " ;o •'� Pso AT B❑TTOM❑5/32DX33//40 X Y NE❑PRENE SETTING BLOCK <DUR❑METER 85) LOCATED FR❑M ENDS AND AT CENTER OF EACH PANEL GLAZING B GLAZING B (L/ � M1 M1 O O (� o 8 EXTERIOR 8 EXTERIOR Q 4 5 —� Q tJl )RUCLLJ TYP I CAL GLAZING ADAPTOR (#8) witb z N ATTACHMENT TO VERTICAL RAILS WITH unhunAaceptananeeNu d ( v #10 X 1 1/2' SS STFH SCREWS LOCATED 1" FROM THE ENDS AND 240 ❑C —� < "B" GLAZING a - 0 PRESSURE: +G5 PSP, -75 P5P X M1 MAXIMUM DLO: 4G 5/8" X 94 1/1 G" W PRESSURE: +50 P5F, -50 PSP MAXIMUM DLO: 42 5/8" X I 1 1 911 G" TYPE B GLASS: SMALL MISSILE IMPACT 9/ 16" LAMINATED HS CONFIGURED: EXTERIOR LITE: 11411 HS TYPE B 6LAS5 INTERLAYER: 0.035" SENTRYGLAS INTERLAYER BY KURARAY INTERIOR LITE: 114" HS 5 T SETTING BLOCK: 3 PER PANEL L J NEOPRENE, DUROMETER 85 AT 4" FROM ENDS AND AT CENTER OP EACH PANEL �ri�l 4 I o 00Lo co w c� �t 00 aM� M � i Wto W � Lo Wv IL E �� ui z rn gLo 3 W cLo v V1 d' U m Q w ov U z L CL SCALE: NA 01/28/18 DRAWING # 18-052 SM 5f1EET 9 OF I I t1 22 POINT DEAD LOCK 1 MULTIPDINT MORTISE LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER, AMESBURY PART #2815-84 ATTACHED TO THE DOOR WITH (2) #GX 1/4' SS FLAT HEAD SCREWS, o(O O O O�o DOOR HARDWARE TYPICAL PANEL HARDWARE tis BUMPER O /7/ X H1/H2 X X f—H5 H1/H2 H7/H8 a �J � O J M � H L� Vi H5 H3 H3 H4 H4 H4 H4 H4 H4 H5 H5- ACTIVE DOOR STILE BUMPER 2 PER EACH LOCKING STILE SECURED TO THE TOP AND BOTTOM OF THE VERTICAL L❑CKING STILE WITH (1) 1/40 SMS H6- 1/8-1X1 FIXED PANEL HOLD CLIP 1 PER EACH FIXED PANEL SECURED ONLY TO THE TOP HEADER WITH (1) #8 SMS, h2 2 POINT DEAD LOCK STRIKE PLATE 1 PER PER MEETING STILE DR JAMB HARDWARE SUPPLIER; AMESBURY PART #2470-84 ATTACHED AT JAMB OR ASTRAGAL RAIL USING FOUR W/ #10-16X 1-1/2'PHSMS, 56 h3SINGLE WHEEL ASSEMBLY 2 PER FIXED DOOR PANEL HARDWARE SUPPLIER: AMESBURY PART #1966-7000-12 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO THE BOTTOM RAIL USING ONE 1/40X1 SS ROD, 119 RECESSED PULL HANDLE ADAMS RITE 4431 (--— 3, 18 3, 69 I17 SINGLE DEAD LOCK 1 LOCK PER LOCK MEETING STILE HARDWARE SUPPLIER; AMESBURY PART #537-84 ATTACHED TO THE DOOR WITH <2) #GX 1/4' SS FLAT HEAD SCREWS, 00 007 •`'` DE r -`'� a•!r �` • � U�'• o !!� 0 •...,,.,,g.,,.,,, .G o tu Q ' In w p) NQo + lu No. 52609 = w N .. w w n 1 1 w z w 0 STATE.OF !+ m j Lu ¢j CZ 'Fss�ONAL•• �;''� � --j o SIN 01000 J� F��Q 20 z�z� zj w (5) IL nL 114 TANDEM WHEEL ASSEMBLY 2 PER OPERABLE DOOR PANEL HARDWARE SUPPLIER; AMESBURY PART #1966-7501-14 ADJUSTABLE 1 11/16' DIAMETER NYLON ROLLER ASSEMBLY WITH ALUMINUM HOUSING ATTACHED TO 0j)UC f THE BOTTOM RAIL USING ONE 1/40X1 SS ROD.omiftiing(an I to _ I �nl � <1)#8X1/2 SMS SE CLIP TO HEADER 116 FIXED PANEL BOLD CLIP E 6063-T6 I /8" THICK ALUMINUM ANGL o �8 SINGLE DEAD LOCK STRIKE PLATE 1 PLATE PER LOCK HARDWARE SUPPLIER; AMESBURY PART #537-84 ATTACHED TO THE DOOR WITH (2) #10-160 SS FH SMS 0 ^ Q UI � v J w z N � J 0 � Q H o ^' O w ao N W v00 m a M� U� LO NN -- N ui LO LO w� ~V IL E tom)�yL w h Z rn v O wCD a w� � w� U LO LO W O to v U Z Q Co � r000 CL SCALE: NA OI/28/18 DRAWING # 18-052 SM 511EET IOOF I I LIST Of COMPONENTS ITEM DESCRIPTION MATERIAL SUPPLIER 1 JAMB FRAMING & ACCESSORIES ill OPTIONAL JAMB SNAP COVER 606345 ALUMINUM SOUTHEASTERN DOOR COMPANY 1,2 2 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 1.3 3 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 1,4 4 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 1,5 5 TRACK - JAMB FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 1P POCKET JAMB 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY iP,i POCKET JAMB SNAP COVER 6063-T5 ALUMINUM SOUTHEASTERN DOOR COMPANY 2 HEADER FRAMING 2,2 2 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 2,3 3 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 2.4 4 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 2.5 5 TRACK - HEADER FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3 SILL FRAMING 3,2 2 TRACK - 13/16" SILL FRAME 6063-TG ALUMINUM SOUTHEASTERN DOOR COMPANY 3,22 2 TRACK - 2" SILL FRAME 6063-T6 ALUMINUM S❑UTHEASTERN DOOR COMPANY 3,23 2 TRACK - 3 1/4" SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,3 3 TRACK - 13/16" SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,32 3 TRACK - 2" SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,33 3 TRACK - 3 1/4" SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,4 3,42 4 TRACK - 13/16" SILL 4 TRACK - 2" SILL FRAME FRAME 6063-T6 6063-T6 ALUMINUM ALUMINUM SOUTHEASTERN SOUTHEASTERN DOOR DOOR COMPANY COMPANY 3,43 3,5 4 TRACK - 3 1/4" SILL 5 TRACK - 13/16" SILL FRAME FRAME 6 63-T6 6063-T6 ALUMINUM ALUMINUM SOUTHEASTERN SOUTHEASTERN DOOR DOOR COMPANY COMPANY 3.52 5 TRACK - 2" SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,53 5 TRACK - 3 1/4" SILL FRAME 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,A2 2" SILL ADAPTOR 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 3,A3 3 1/4" SILL ADAPTOR 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 4 ATLAS INTERLOCK STILE 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 5 ATLAS NARROW INTERLOCK STILE 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 6 ATLAS DOOR END RAIL 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 7 ATLAS DOOR ASTRAGAL 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 8 GLAZING ADAPTOR 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 9 ATLAS DOOR TOP / BOTTOM RAIL 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 10 END RAIL REINFORCEMENT 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY it INTERLOCK REINFORCEMENT 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY 12 SILL SHEAR CLIP 6063-T6 ALUMINUM SOUTHEASTERN DOOR COMPANY ITEM DESCRIPTION MATERIAL SUPPLIER M1 1/2" GLAZING GASKET PVC TEAM PLASTICS INC M2--------------------------------- --- -------------- M3 W11175 PILE WEATHER STRIPPING ULTRAFAB M4 W11205 PILE WEATHER STRIPPING ULTRAFAB M5 W11255 PILE WEATHER STRIPPING ULTRAFAB M6 BULB VINYL NEOPRENE ULTRAFAB M7 DUST PLUG ULTRAFAB ITEM DESCRIPTION MATERIAL SUPPLIER H1 2 P❑INT DEAD L❑CK STAINLESS STEEL AMESBURY H2 2 P❑INT LOCK STRIKE PLATE STAINLESS STEEL AMESBURY H3 SINGLE WHEEL ASSEMBLY ALUM./ NYLON AMESBURY H4 TANDEM WHEEL ASSEMBLY ALUM./ NYLON AMESBURY H5 DOOR BUMPER 80 SHORE A NBR, FRANK LOWE RUBBER & GASKER CO. H6 FIXED PANEL HOLD CLIP W/ #8 SCREW 6063-T5 ALUMINUM SOUTHEASTERN DOOR COMPANY H7 SINGLE DEAD LOCK STAINLESS STEEL AMESBURY H8 SINGLE STRIKE PLATE STAINLESS STEEEL AMESBURY H9 RECESSED PULL HANDLE CAST ALUMINUM ADAMS RITE SILL DRAINAGE •••"i`` DE Flo /** , ►`••Q�O•� C.E N y G GF / Qom,•` � F" •:� No. 52609 STATE OF DIAMETER SILL WEEP HOLES AT E!wALS'-..A�ORI�P,.••'•; T❑RY APPLIED DRAIN PAN LOCATED F�+FS►S/�.,i�wN rERLINE OF EACH PANEL, =S ARE ONLY ON THE EXTERIOR SIDE ❑F"***�,w"'Pl tw •"•`, THRESHOLD, SEE EXAMPLE BELOW -X1" DRAIN OPENING FACTORY APPLIED DRAIN PAN LOCATED AT CENTERLINE OF EACH PANEL SILL DRAINAGE EXAMPLE CONFIGURATION: OXXX INTERIOR 4 TRACK SYSTEM EXTERIOR L- 6 WEEPING L 6 WEEPING H❑LES & HOLES & 1" NOTCH 1" NOTCH SILL DRAINAGE EXAMPLE CONFIGURATION: OXXO 3 TRACK SYSTEM (NTERIOR 4 WEEPING H❑LES & 1" NOTCH I NTERIOR EXTERIOR 2 WEEPING HOLES & i" N❑TCH INTERIOR EXTERIOR —'� w«rtrvu — + wttrtivu � wttrtivu —4 wttrtivu f EXTERIOR H❑LES & H❑LES & HOLES & HOLES & 1" NOTCH 1" N❑TCH 1" NOTCH i" NOTCH act DRAINAGE NOTE: WEEP HOLES ARE INSTALLED UNDER ALL PANELS EXCEPT IN THE INNER TRACK �i• '�`:� �� � ,A v� y 1, r� z 0 J W IL N W W � Z � W m m Nam m� �mOaO N Z wmg� 0 o a' o u GO co aM � LL wW) IL D Q E n LL I'd ' 1 Z 41 �O w� w co U Lo W O V z L a SCALE: NA 01/28/18 DRAWING # 18-052 SM SHEET II OF II