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i ' _ _ - <br /> SOLID OR MULTIPLE STUD �� POST ABOVE, ����MA <br /> COLUMN SEE PLAN WHERE OCCURS N G I N E E R S <br /> BOTTOM PLATE <br /> PLYWOOD FLOOR SHEATHING SOLID BLKG BELOW POST 1101 2nd Ave., Suite 400 <br /> SEE PLAN AS REQD TYP DBL TOP PLATE,SPLICE Seattle, WA 98101 <br /> PER 8/S5.1 <br /> VERT GRAIN INFILL STUDS OR <br /> TIMBERSTRAND BLOCKING TO �h 206.623.0717 <br /> MATCH WIDTH AND THICKNESS faX 206.624,3775 <br /> OF COL ABOVE <br /> i � <br /> coffman.com <br /> LAS7ING creativity� results�relationships <br /> � � TYP STUDS <br /> BEAM PER PLAN,TOE-NAIL TO <br /> SUPPORT;>WI(2) 16d EA SIDE <br /> TIMBERSTRAND <br /> WALL BLOCKING <br /> POST PER PLAN(NAIL MULTIPLE <br /> DOUBLE TOP PLATE SOLID OR MULTIPLE STUDS TOGETHER IN <br /> STUD COLUMN ACCORDAIVCE WITH GENERAL FULL-HEIGHT STUD <br /> SEE PLAN STRUCTUFtAL NOTES) <br /> �QUASH �L��K D TAIL TYP HEADER F�AMING <br /> � 3/4"=1'-0" � 3/4"=1'-0" R E M 0 D E L <br /> 2603 GRAND AVE. <br /> 6'-0"MIN <br /> BETWEEN SPLICES <br /> L SPLICE AT <br /> (N)POST. UPPER PLATE L SPLICE AT <br /> — SEE PLAN LOWER PLATE P E R �I I T S E T <br /> (N)PB46 STAGG RED @ EA 16d @ 12"OC,STAGGERED <br /> (N)CONC FTG. POST BASE �Z SPLIGE ELSEWHERE <br /> SEE NOTE 1 ���g SISTER(N)2x6 ROOF <br /> (2)#4 EA WAY \ 12 JOIST TO(E)W!10d <br /> (E)CONC SLAB ��-�--- + ��� @ 1'-0"OC 08/03/1 � <br /> ON GR �-� _ +_ �' + STAGGERED <br /> —x--Y - x (E)ROOF JOIST <br /> ,_,III;;,!' '�;,III,;, <br /> Revisions <br /> (N)R-38 <br /> z �III���III�� � INSULATION <br /> � 1'-6"SQ � <br /> � - M (N)2x4 CEILING <br /> (E)WALL OR(N)BM. JOIST @ 2'-0"OC — gEL�OW EA SP�LICE <br /> SEE PLAN (2)10d TOENAIL <br /> NOTE: <br /> 1.SAWCUT&REMOVE(E)SLAB ON GRAS REQD TO ELEVATION <br /> INSTALL(N)FTG <br /> N ��OTIf�� DET�IL R�OF Ti�ANSITION DETAIL T�P PLATE SPLlCE <br /> 8 3/4"=1'-0" � 3/4"=1'-0" � o NTS <br /> //ul��-���N f�s'�4�� <br /> ��/�,�d-i�c/ %1'I/it1 / �' cw,42. <br /> EDGE NAILING @ <br /> DV.�2- /Nlv�—l-���J� <br /> TOP PLATES � JOINT(STAGGER) <br /> \� EDGE NAILING <br /> �+��� <br /> (�i� � + �+��. zvB�'� <br /> � Registration <br /> DOUBLE STUDS AT PLYWOOD \ � ��, <br /> JOINTS(NAIL TOGETHER W/ � �� + + �\ (E)ROOFING <br /> 10d NAILS @ SHEAR WALL SISTER(N)2x6 ROOF �t \ gY �. �J <br /> JOIST TO(E)W/10d @ � /�� + ����, yv�s `� <br /> EDGE NAILING EDGE NAIL SPACWG) 12"OC STAGGERED / � \, � � f \\ ��oF ��I�L <br /> / ! i / � 4� i �e' �� o <br /> �?,-��' ;INSULATION � ~ � <br /> • ���M�IN EDGE (� � ��'�. I� f f�:'ti ���� � <br /> ' , DISTANCE,TYP ��� � 2 ,� �� �1 <br /> HOLDOWN POST ��Lt>���!.�. <br /> PER SCHED (N)2x4 CEILWG JOIST ��`�� 3�L E`����ti� <br /> @ 2�_����� �I �'_6" SS ,1��5 <br /> MqX (E)2x4 ROOF I�NAL � <br /> y JOIST @ 2'-0°OC 8/3/2018 <br /> STUD WALL� <br /> HOLDOWN ANCHOR-- ' STUD PER PLAN PER PLAN � <br /> PER PLAN 1 <br /> Key Plan <br /> FIELD NAILING <br /> NOTES: <br /> 1. FOR ITEMS NOT NOTED SEE PLAN&SHEAR WALL SCHED. NOTE: <br /> EDGE NAILING @ 2. MINIMUM PANEL DIMENSION IS 2'-0". SEE 18IS5.1 FOR SHEAR WALL SCHEDULE&HARDWARE. <br /> PLATE(STAGGER) 3. USE FULL S�ZE PANELS WHERE POSSIBLE. <br /> TYP SHEAR WALL ELEVATION ROOF DETAIL <br /> � � NTS � � 314"=1'-0" <br /> STUD WALL PER PLAN <br /> 1 <br /> 2x BLKG <br /> Sheet Title <br /> FLOOR SHEATHING �' ���� ��AM I �� <br /> SHEAR WALL SCHEDULE PER P�AN � i 2 <br /> N07ES: ����� V1 VV /� (s1 � <br /> TYPE PLYWOOD 1 EDGE NAILS Z RIM JOIST O SOLE PLATE SILL PLATE 1. SEE PLANS FOR SHEAR WALL TYPE,LOCATIONS,AND HOLDOWNS. FLOOR 2x8 RIM JOIST f\1�l <br /> STUD SIZE NAILING BOLTS i <br /> SHEATHING FIELD NAILS SCREWS O 5 <br /> Z. REFER TO DETAIL 14/S5.1 FOR TYPICAL SHEAR WALL ELEVATION. <br /> 2 2x STUDS ��2, 10d 2"OC s � 3. SHEATHING SHALL BE PLACED ON THE SIDE OF THE WALL WHERE THE SYMBOLQ OCCURS LEVEL (E)DECK <br /> @ TIMBERLOK 16d @�"OC ���BOLTS � i 2x8 BLKG CONT ���� �C <br /> O PER PLAN 10tl @ 12"OC TLOK06 @ 6°OC @ 16"OC ON THE PLAN,OVER 1"OF XPS RIGID FOAM. , � <br /> 4. ALL INFORMATION IN THE ABOVE SCHEDULE RELATES TO THE ITEMS SHOWN IN THE WALL ������ <br /> 3 2x STUDS ��2„ 10d @ 3"OC TIMBERL�K 16d @ 3°OC %"�BOLTS SECTIONS ON SHEET S5.2. ALL COMPONENTS FOR EACH SHEAR WALL TYPE OCCUR IN THE (E)2x8 FLOOR � � <br /> O PER PLAN 10d @ 12"OC TLOK06 @ 7"OC @ 24' OC WALLS BETWEEN THE LEVEL REPRESENTED BY THE FRAMING PLAN,WHERE THE SHEAR <br /> WALL TYPES AND LOCATIONS ARE SHOWN,AND THE LEVEL ABOVE. JOISTS @ 2'-0"OC � � <br /> O4 2x STUDS ��2, 10d @ 4"OC TIMBERLOK 16d @ 4"OC %"�BOLTS 5. AT CONCRETE FOOTWGS,USE%"DIAMETER SILL PLATE BOLTS WITH MINIMUM 7" �� aa <br /> PER PLAN 10d @ 12"OC TLOK06 @ 10"OC @ 32���� EMBEDMENT INTO THE CONCRETE. REFER TO THE SCHEDULE ABOVE FOR BOLT SPACING. (N)4x BM PER PLAN � (N)2x PT LEDGER w/(2)ROWS OF <br /> 2x STUDS 15 „ 10d @ 6"OC TIMBERLOK 5 �� 6. BLOCKALL UNSUPPORTED SHEATHING EDGES WITH MINIMUM 2x LAID FLAT BEHIND EDGES a SIMPSON SDWS22400DB @ 1'-0"OC Scale: AS NOTED <br /> O �Z 16d @ 6°OC /a�BOLTS OF SHEATHING. ° ° STAGGERED(CONTRACTOR TO � <br /> PER PLAN 10d @ 12"OC TLOK06 @ 15 OC @ 48"OC 7 SEE GENERAL NOTES FOR SHEATHING GRADES AND SPECIFICATIONS. ° ° PROVIDE FLASHING AND C�� Pro�ect No: 180979 <br /> 8. SEE GENERAL NOTES FOR MINIMUM NAIL DIAMETERS AND LENGTHS. (E)CONC WALL _� WATERPROOFING) <br /> � �ate: 08�03�1 S <br /> POST INSTALLED ANCHOR PER �2S�gn2a: BJW <br /> SHEAR WALL SCHEDULE AND Drawn: CEI <br /> GENERALSTRUCTURALNOTES <br /> NOTE: Checked: ES� <br /> SEE 181S5.1 FOR SHEAR WALL SCHEDULE&HARDWARE. ��.�,,,Y �� �����j�' <br /> �������� ��� ������ <br /> SHEAR WALL SCHEDUL FL�OR D TAIL Sheet Number <br /> � � NTS <br /> �0 3/4"=1'-0" <br /> ■ <br />