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� • <br /> � EXISTING ROOF DECK EXISTING ROOF DECK <br /> - - - - - - - - <br /> - - - - - - - - <br /> - - - - - - - � <br /> 0 <br /> .� <br /> - - - - - - - - '> <br /> � <br /> � <br /> ; i � <br /> I� I� � <br /> I� � � I I <br /> � � ', li I I <br /> DEFLECTION CNANNEL <br /> �� � DEFLECTION CHANNEL <br /> , I I w 4" GAP I ', I I W� 4�� GAP ` <br /> I i � I a <br /> � <br /> � � I I <br /> I <br /> � � � <br /> � <br /> I U <br /> I I II I <br /> � I I <br /> i <br /> ! I m <br /> � i � I I <br /> I I � <br /> � o <br /> II �Ii; o <br /> � I � I I <br /> � I � I I EXISTING JOIST. GC TO � z° <br /> EXISTING JOIST. GC TO <br /> I� VERIFY EXISTING CONDITION �I I VERIFY EXISTING CONDITION <br /> I � I <br /> � � I I <br /> � � I I <br /> � � I � <br /> i � , __ _J <br /> II i Q <br /> I � � <br /> i NEW CEILING GRID EXISTING CEILING W <br /> GRID � I Q <br /> � <br /> � I; Z <br /> C�ICK�IST AREA I�� ! PEM STORAGE Q <br /> SPECIAL REINFORCED P E M STO RAG E � � EX I STI N G SA�ES i z <br /> SEALANT HOLLOW METAL DOOR ! ; � I O <br /> SEE ARCHITECTURAL FRAME i � A R EA I I � <br /> PLANS FOR WALL � <br /> TYPE AND FINISH � �' I I <br /> � i REFER TO WALL FINISHES REFER TO WALL FINISHES W <br /> ON SHEET A1.2 I I ON SHEEf A1.2 <br /> DOUBLE ACTING DOOR I � (n <br /> - = � J <br /> ,_. � <br /> � <br /> � <br /> I <br /> � <br /> J <br /> , i �, I� <br /> I <br /> I <br /> Q <br /> � ;� <br /> Ij I I I � <br /> � � i � <br /> i� � I I � <br /> ;' I ; ' I <br /> , , <br /> i'; � ' NEW STEEL STUD, REFER TO I I NEW STEEL STUD, REFER TO � <br /> JAMB COLUMN: �� � I -�_' <br /> STUDS FACE TO FACE �' � <br /> WALL LEGEND ON SHEET A1.2 I I WALL LEGEND ON SHEET A1.2 <br /> ATTACHED WITH TWO �' I � I� I � <br /> STUD TRACKS I � � <br /> ,, <br /> '� I j � <br /> ,I � � I I <br /> � I i <br /> CONT. TRACK � � ATTACH SILL PL TO SLAB CONT. TRACK I i ATTACH SILL PL TO SLAB <br /> I I W/ 0.157" DIA HILTI X-U I I W/ 0.157" DIA HILTI X-U <br /> i � I PAFs C�16" OC. i PAFs �16" OC. }- <br /> EXISTING SLAB I I EXISTING SLAB Q <br /> � <br /> � <br /> i <br /> � <br /> _ <br /> I <br /> SEAI�,NT � � a a a aG � a a G � ~ _ � <br /> 1'-0" � � � � � '� � N <br /> � � � � <br /> W V � � <br /> . W J > Q <br /> °CUW � <br /> U , <br /> DOUBLE ACTIN D R AMB WALL E TI N � � � � <br /> 05 G 00 J 03 WALL SECTION o, S C O � � J W <br /> - SCALE: 6"=1'-0" - SCALE: 1-1/2"=1'-0" - SCALE: 1-1/2"=1'-0" � <br /> � � � W <br /> � U 0 > <br /> � W m w <br /> co <br /> 0 <br /> � <br /> � i � T <br /> RE: ROOM FINISH i <br /> STOREFRONT SCHEDULE FOR WALL I I i I i: <br /> O <br /> GLASS/DOOR I FINISH I I � I � <br /> DEFLEC N CHANNEL � I DEFLECT CHANNEL <br /> �- I I w/ �' GAP � w/ %4" GAP <br /> � , HUGGED EDGE � I �� __ <br /> � <br /> � I I i <br /> � 10697 <br /> � � � � REGISTERED <br /> ���: ARGHITECT <br /> � I � �1 / �.��; <br /> �_ SEALANT. SEE NOTE �2 I I I <br /> FULL WIDTH � I DA L B <br /> OF WALL I ���� <br /> CORNER GUARD. SEE � � <br /> � ST 0 ASHINGTON <br /> ' ' NOTE #4 I I I `� <br /> HUGGED EDGE SINGLE CORNER AT � � I � <br /> STOREFRONT � � � �I �x�: ��ims��a <br /> SEALANT. SEE NOTE #2 ( � I I <br /> WALL CORNER RE: ROOM FINISH I _ � <br /> SCHEDULE FOR WALL � I I ° cn o i <br /> SEE NOTE #1 � EXISTING JOIST. GC I EXISTING JOIST. GC � = w o <br /> � TO VERIFY EXISTING I TO VERIFY EXISTING � . .. <br /> FINISH o N � � i � <br /> CONDITION I CONDITION �' ° > > � <br /> �� �� 362S200-33 STEEL = X <br /> STUDS C� 16" O.C. WITH � I <br /> - i HUGGED EDGE GWB TO 6" ABOVE � <br /> I a' I. 5/8" GWB CEILING I I I r. <br /> o ', I I CEILING, BOTH SIDES � �� � � z <br /> � SEALANT. SEE NOTE 2 I I i � � � ���� � w <br /> � <br /> I o'-s" ,—� I I , � <br /> � � � �; � <br /> I ' CORNER GUARD. SEE � I �' c � � o � <br /> . 3 v � � <br /> NOTE �4 I I � � � � � Q � <br /> RE: ROOM FINISH HUGGED EDGE I I �� <br /> SCHEDULE FOR I I I � <br /> WALL FINISH � RE: ROOM FINISH SCHEDULE , C LI C K�I ST AR EA � I U, <br /> i FOR WALL FINISH , I , <br /> �, siNc�E coRNER i �i �i P E M STO RAG E � <br /> � � � � � <br /> CORNER GUARD. I SA�ES ; � SA�ES I I w N <br /> SEE NOTE #4 _ I, RE: ROOM FINISH II � <br /> � ', � z� � <br /> � o ; SCHEDULE FOR WALL :, ' � z � N <br /> � ', FINISH �i � � N o <br /> � REFER TO WALL FINISHES ' REFER TO WALL FINISHES w � Q � <br /> ON SHEET A1.2 I I ON SHEET A1.2 <br /> � x p Z ai <br /> Q <br /> � � z � Z � � <br /> HUGGED � � rN N N g o � <br /> EDGE I <br /> Q O N 00 � � � <br /> � <br /> N I� Z - o <br /> - > <br /> � � <br /> START CORNER GUARD _ II ', c� z <br /> '� rn � <br /> � N I I ww 3 <br /> AT TOP OF BASE o � I I � � � � � � a <br /> o � <br /> LC) ., N N W Z Q <br /> II <br /> BASE. SEE NOTE �3 I I � � �.C) � � <br /> I � w N N j � °� <br /> - � � <br /> SEALANT. SEE NOTE #2 I �i I �- Y d.�. c� cn i <br /> . NEW STEEL STUD, REFER � I NEW STEEL STUD, REFER �, <br /> CORNER GUARD. SEE I TO SHEET A1.2 I ' TO SHEET A1.2 � <br /> SEALANT. NOTE #4 I� I ; c� <br /> SEE NOTE �2 i I I !'N 0 �N� , N <br /> DOUBLE CORNER / ! I, ��� ^ s�"��, o <br /> � ; J <br /> � <br /> � <br /> OPENING �i 2 � <br /> � � ! ' <br /> I V� � o <br /> NOTICE: CONT. TRACK I ATTACH SILL PL TO SLAB CONT. TRACK I ATTACH SILL PL TO SLAB Q ! � W � <br /> W/ 0.1 5 7 D I A H I L T I X-U � W/ 0.1 5 7 D I A H I L T I X-U Z � o <br /> � <br /> 1. R E M O V E A L L S H A R P C O R N E R S. I I �° °� � � � <br /> PAFs C�16 OC. I PAFs �16 OC. � � �2 � <br /> 2. ADHERE STAINLESS STEEL TO WALL WITH CLEAR SILICONE SEALANT TOP AND BOTTOM. I � � <br /> EXISTING SLAB EXISTING SLAB � i; J�, � <br /> 3. REFERENCE ROOM FINISH SCHEDULE FOR BASE TYPE TO BE USED� I , b► � �g � <br /> a p C� o <br /> 4. 20 GA. 304 STAINLESS STEE� CORNER GUARD. � ,� G � � <br /> a G " a � � <br /> u Q ' I a ' � <br /> a ` � L � <br /> � � a � <br /> � ^ � � � <br /> os STAINLESS STEEL CORNER GUARD 04 WALL SECTION 02 WALL SECTION Z r r ni o � <br /> - SCALE: 1-1/2"=1'-0" - SCALE: 1-1/2"=1'-0" - SCALE: 1-1/2"=1'-0" o � `� a i <br /> o- <br /> i � <br /> ; - <br /> i � <br />