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. . z .,n , ,-,.. �,,.Ws.;_.�_ <br /> PARTITION NOTES <br /> (MASTER LIST — AL� NOTES MAY NOT APPLY) <br /> 1. STUDS CONTINUE TO DECK UNO. <br /> 2. USE 1/2" GYPSUM BOARD ON NON—RATED PARTITIONS UNO. <br /> 3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS <br /> UNO. <br /> 4. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE C Y N T E R G Y <br /> SUSPENDED CEILING SYSTEMS UNO. <br /> 5. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK CYNTERGYARCHITECTURE, PLLC <br /> UNO. SECOND FLOORI <br /> TULSA,OK 74119 <br /> 6. STUD PARTITIONS REQUIRING A FIRE RATING OF ONE HOUR 918.877.6000 <br /> SHALL COMPLY WITH UL#U419, UL#U465 OR UL#U442. www.cyntergy.com <br /> MASONRY PARTITIONS REQUIRING ONE HOUR FIRE RATING <br /> SHALL COMPLY WITH UL#U905. <br /> STIPULATION FOR REUSE <br /> 7. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER <br /> TO BE �4 -g . THIS DRAWING WAS PREPARED FOR <br /> USE ON A SPECIFIC SITE AT EVERETT <br /> (W), WA CONTEMPORANEOUSLY WITH <br /> 8. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD ITS ISSUE DATE ON 04/09/18, AND IT <br /> PARTITIONS. IS NOT SUITABLE FOR USE ON A <br /> DIFFERENT PROJECT SITE OR AT A <br /> LATER 11ME. USE OF THIS DRAWING <br /> 9. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE FOR REFERENCE OR EXAMPLE ON <br /> ANOTHER PROJECT REQUIRES THE <br /> THE CEILING FOR INTERIOR WALL STUDS THAT DO NOT GO TO SERVICES OF PROPERLY LICENSED <br /> DECK. ARCHITECTS AND ENGINEERS. <br /> REPRODUCTION OF THIS DRAWING FOR <br /> REUSE ON ANOTHER PROJECTIS NOT <br /> 10. USE GYPSUM BOARD BEHIND ALL FRP BOARD UNO. AUTHORIZED AND MAY BE CONTRARY <br /> TO THE LAW. <br /> 11. WHERE NO CEILING IS SCHEDULED, STOP 1/2" PLYWOOD <br /> SUBSTRATE AT 10'-0" AFF. <br /> 12. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, <br /> CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, <br /> PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER <br /> LOCATIONS AS REQUIRED BY CODE. <br /> 13. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYP BD TO 48" <br /> AFF NEED 5/8" GYP BD ABOVE 48" AFF. REF PLANS FOR '"� <br /> LOCATIONS. O D W <br /> A <br /> O <br /> 14. ON RESTROOMS WALLS RECEIVING PORCELAIN TILE UPPER O O � W <br /> (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM <br /> BOARD IN LIEU OF GLASS—MAT BACKER MATERIAL. � � � <br /> � N a <br /> 15. WHEN MODIFYING OR BUILDING ANY NEW FIRE RATED �n W <br /> PARTITIONS, ENSURE ALL PENETRATIONS AND JOINTS ARE � <br /> SEALED IN ACCORDANCE WITH THE SPECIFICATIONS. � � w <br /> 16. PROPERLY SEAL ALL EXISTING AND NEW PENETRATIONS IN FIRE � �� � <br /> RATED WALLS TO MAINTAIN FIRE RATING. 0 <br /> 17. WALLS WITH AN UNSUPPORTED LENGTH GREATER THAN THE z <br /> LIMITS LISTED IN THE SPECIFICATIONS ARE TO BE BRACED W <br /> ABOVE THE CEILING AND AT NO GREATER THAN THE MAXIMUM 0 � <br /> UNSUPPORTED LENGTH. 0 � <br /> � � <br /> O � � <br /> 0 <br /> 0 <br /> I <br /> PARTITION LEGEND � <br /> � <br /> � <br /> (MASTER LEGEND — ALL TYPES MAY NOT APPLY) � <br /> � <br /> DETAIL: � <br /> � z <br /> x-xx <br /> w <br /> 0 <br /> PLAN: NUMBER INDICATES STUD `-' <br /> HEIGHT <br /> LETTER INDICATES NO NUMBER INDICATES <br /> PARTITION TYPE �2 STUD HEIGHT TO BOTTOM ISSUE BLOCK <br /> REF PLANS AND OF ROOF DECK TYP <br /> SHEET A6 A 04/09/18 PERMIT <br /> NUMBER INDICATES STUD <br /> REFERENCE SIDE SIZE AS FOLLOWS: <br /> OPPOSITE SIDE <br /> 1 — 1 5/8" METAL 6 — 6" METAL <br /> 2 — 2 1/2" METAL 8 — 8" CMU <br /> 3 — 3 5/8" METAL 12 — 12" CMU <br /> * REF SPECS FOR STUD GAUGE AND SPACING <br /> 1 HOUR RATED GYPSUM BOARD (NEW) <br /> UL#U419, UL#U442 OR UL#U465 <br /> 1 HOUR RATED CMU (NEW) UL#U905 <br /> NON—RATED GYPSUM BOARD WALL (NEW) <br /> ACOUSTICAL INSULATION FULL WALL <br /> THICKNESS (NEW) <br /> — � — � — � — � — � — CHAIN LINK FENCE (NEW) <br /> COOLER/FREEZER WALL (NEW) <br /> ���"" � ��� ���-��' , �, � EXISTING 1 HOUR RATED GYPSUM 30 X 42 SHEET SET <br /> �` � ��� �� BOARD TO REMAIN <br /> i j EXISTING PARTITION OR WALL TO REMAIN CHECKED BY: BW <br /> CMU WALL (NEW) DRAWN BY: JA <br /> r - - - - - - � PROTO: 134 WM <br /> L — _ _ - - _ J EXiSTING WALL TO BE DEMOLISHED <br /> PROTO CYCLE: 02/23/18 <br /> EXISTING CHAIN LINK FENCE <br /> DOCUMENT DATE: 04/09/18 <br /> DOCUMENTS WITHOUT <br /> SIGNATURE AND REQUIRED <br /> SEAL OF AOR/EOR ARE <br /> NOT FOR CONSTRUCTION <br /> � <br /> 3 <br /> � <br /> � <br /> rn <br /> � <br /> I �————————————� <br /> � INTERIOR NON—LOAD BEARING PARTITION HEADER SCHEDULE � � <br /> Q HEADER HEADER HEADER JAMB I I <br /> ~ � � <br /> '�' LENGTH MEMBERS TRACKS STUDS <br /> � DETAIL <br /> 0 (1) 10 TEK —�� + + —� + + � <br /> Q CRIPPLE STUD CLEARANCE — SCR�W EACH � �r —1 C ( r T 1 � <br /> — SIDE. SPACE + I � I + � * I I I + I <br /> 1/4" — 3/8" AT 24" OC. � � <br /> cn _ <br /> � �_ » » �� (2) #10 TEK SCREWS �------- ---� <br /> 24'-0" 2 C12x1 5 8"x16 GA 2 C6x16 GA 2 C6x1 5 8"x16 GA EACH SIDE AT JAMBS <br /> 0 16 GA DEEP LEG o I <br /> '- �. DEFLECTION TRACK. REF �Q <br /> � � ���. I�.�;' I�E''�: PARTITION DETAILS. w � <br /> � � <br /> Q � <br /> � CAPTURE � 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". C6" x 1 5�8" x 18 GAUGE EACH I <br /> 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. SIDE OF JAMB. FASTEN TO <br /> Q TRACK o 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0". TRACK WITH (2) #10 TEK I <br /> � ° 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION SCREWS EACH SIDE. DO 9391 <br /> o BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE THE NOT ATTACH TO JAMB. + � R I ITEC <br /> � OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED. r; = 1 I - , SECTION + I <br /> j 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF B <br /> � THE PORTION OF WAL� ABOVE THE OPENING. _ Ja r <br /> 6, GYPSUM BOARD I I <br /> �o o METAL STUD REF DOUBLE MTL STUD + � S T - A HINGTON <br /> ` STUD CAPTURE ZINC CONTROL PLANS AND SECTIONS � AT JAMBS REF SCHE I ` <br /> o JOINT STRIP I I � <br /> � �60 0 C VERTWS AT �'�.Z ,Z��t� <br /> � TRACK 1 #10 TEK SCREW AT I I �� I <br /> � INSTALL CONTROL JOINT <br /> .-. AT LATCH SIDE ONLY ACH VERTICAL STUD � � � JAMES EDWARD TURNER <br /> � ON SINGLE DOORS 20 GA BOTTOM TRACK � � TEKGSCREWSKEACH S3_)E#10 I ARCHITECT OF RECORD <br /> � TOP TRACK REF � � TO HEADER AND 6) D#10 METAL STUD I <br /> � METAL STUDS SCHEDULE I I TEK SCREWS TO JAMB HEADER REF SCHED + I <br /> �, ATTACH TO SLAB 20 GAUGE <br /> � w STUD HEADERS REF � WITH (2) 0.145 DIA. CONT. STUD 16 GA TRACK WITH �3� #10 TEK I <br /> SCREWS EACH SIDE HEADER PARTITION <br /> �° � SCHEDULE I I PAF S AT BASE OF TRACK I <br /> o N � � J A M B — A N D (6) #1 0 T E K S C R E W S T O J A M B � <br /> � N FINISH AS INDICATED I I , + , , METAL STUD JAMB I <br /> � � BOTTOM TRACK REF I e , ...�. �:�-_�:, . . :.: . - . - , . TYPES <br /> � � SCREW STUD SCHEDULE _ _ _ _ HEADER • - " �� � ~ �- '-� � � , '', �•�' '�� R6FGACTRACK TO TOP � AND <br /> �. : <br /> i � FASTEN HEADER ASSEMBLY ASSEMBLY �°' ' '��' ��+'� ����� '��-•=''�� ' "�' � � ��- ���,- � OF HEADER ------- <br /> a o FLOOR I�TRACK E CH (FLA�N1GE TANDS12 E OC FOR REF SCHED 1) #10 TEK SCREW (2) ,0.145 DhA. � T � DETAI LS <br /> �, � (2) #10 TEK SCREWS �ACH FLANGE OF PAF S AT 24 I I <br /> � � THE LENGTH OF THE AT 24" OC VERT EACH STUD OC DETAIL I 'e„e:.,.�' "• �, . ' ,, • �' ,�� ^Q�s ' �. I <br /> � � STUD HEADER D I . .. aa a ., a • ° e '- ._� _ °,a= ,'e , b ' <br /> ' o SECTION—A SECTION—B DETAIL—D � ��� "°- ��r- �-°��- =° �� �� °- � � � -� � � <br /> o � �`------------�1 <br /> o a CON TROL J01 N T AT DOOR JAM B 1 H EADER CON N ECTI ON DETAI L SHEET: <br /> a j � NTS C\a060-003 1 1 1/2"=1'-0" C\a060-001 A � <br /> Q � <br />