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<br /> GYPCRETE PER ARCH 1" MAX
<br /> COIL STR,4P PER PLAN, PLACE TO THE � ��
<br /> SIDE OF LTT20B STRAP & NAIL TO 4x8 GYPCRETE PER ARCH 1" MAX
<br /> BLKG EA END W/ (30) 0.148"�x2�/2"
<br /> NAILS, NAIL TO 4x4 BLKG ALONG REMAINING
<br /> STRAP PER PLAN LENGTH OF STRAP W/ NAILS C� 6"OC STRAP PER PLAN
<br /> STRAP PER PLAN STUD 1NALL PER ARCH
<br /> SHTHG PER PLAN SHTHG PER PLAN � SHTHG PER PLAN ' '
<br /> ��(E) CONC WALL .
<br /> ---� , ��-(E) CONC WALL SHTHG PER PLAN a f C h 1 t e C t S
<br /> - � ___�
<br /> , 2x4 BLKG W� 2505 Third Avenue
<br /> _. ,_ —___-
<br /> � ' � __� 0.148"PJx3" NAILS � 6"OC Suite 324.
<br /> Seattle, WA 98�2'1
<br /> ��� � � � � 2x4 BLKG W� 0.148"0x3" NAILS �
<br /> --, C� 6"OC TO LEDGER
<br /> �\ � ` __� ` �
<br /> � ; � �/
<br /> '�� 4x4 BLKG AT � � --�' ���
<br /> STRAP PER PLAN ; WALL SCHEDSHEAR 206.720.2949 fax
<br /> / 206.720_7001 phone
<br /> LEDGER & ANCHORS PER PLAN LEDGER & ANCHORS PER PLAN STUD WALL PER PLAN www.craftarchitects.com
<br /> � 4x8 FLAT BLKG AT EA LTT206 STR,4P
<br /> JOIST PER PLAN ; �
<br /> JOIST PER PLAN JOIST PER PLAN ' JOIST PER PLAN N
<br /> BEAM PER PLAN
<br /> —�- `�— W
<br /> �
<br /> �
<br /> w
<br /> ECTION 1 SECTION SECTION � � �
<br /> SECTION �
<br /> SCALE: 1 =1 -0' SCALE: 1"=1'-0" � �_ � . 3 W �
<br /> SCALE: 1'-1 -0' SCALE: 1"-1'-0" � �
<br /> (E) ROOF SHTHG � � �
<br /> ._ _ _ _,.,. _._. „_.. �
<br /> - � _.__ ____.
<br /> �___. .
<br /> � : . ..___.___.,.__ _,.,.
<br /> _. _.: �� .
<br /> >�
<br /> _ ...4,._...___.__ � O � �
<br /> SECTION �� i� (E) NAILER � �
<br /> ' � w
<br /> ;; ,= � �
<br /> FLR OR ROOF FRAMING � ' t (E) JOISTS �
<br /> PER PLANS & DETAILS � ' + ' � � � �
<br /> PLATE NAILING PER PLAN ; c4x4x�/q � � �'
<br /> i EA SIDE i � � �i .
<br /> � T/SHTHG I ; ! OF COL i �4 2 ' ' ;, ; 4'-0" MIN SPLICE LAP � �
<br /> PER PLAN JOISTS, RIM JOISTS OR i � DBL TOP PLATE
<br /> BLKG PER DETAILS i � ; , I W �
<br /> i i i� � (2) ROWS 0.148"�x3�/4„
<br /> j , � �' SHTHG PER PLAN NAILS 16 TOTAL �
<br /> STUDS PER PLAN (2) MIN �i I i COL PER ' � �� I „ STAGG (�WITHIN AREA �
<br /> u i �, ' � p�qN ' „ 2x4 BLKG � 24 OC W/ � OF SPLICE) � 6 OC
<br /> BLKG AT HORIZ PANEL EDGE DBL TOP PLATE i � �' ' (2) 0.148"0x1�/2" NAILS EA �
<br /> u i � i I �1; ; STUD WALL PER ARCH W
<br /> � ' � � � �,s ��� u �
<br /> STUD WALL & SHTHG PER PLAN �� � STUDS PER PLAN (2) MIN - i A �
<br /> ui r i ._v
<br /> ui �
<br /> M N PLATE SPLICE TO
<br /> i
<br /> OCCUR OVER
<br /> EDGE NAILING PER PLAN, TYP �� N N SHEAR TAB gx4�/2x6 W/ STUDS, TYP
<br /> u� N � (2) 3/4"� A325 N BOLTS �� � -
<br /> N N FIELD NAILING PER PLAN
<br /> PT SILL PLATE W/ AB'S PER PLAN i�i M r� � 1�4 SHTHG PER SHEAR
<br /> i WALL SCHED STUD WALL PER PLAN CONSULTANT
<br /> •' N u � �
<br /> � ' �
<br /> .. . . , ,.
<br /> HD ANCHOR TYPE PER PLAN �� � ii
<br /> i i ' � �i �B/BEAM i
<br /> � T/SLAB � ;'��_ _ PER PLAN � R�/4x4x COL WIDTH + �/�g" STUD WALL PER PLAN �
<br /> PER PLAN � � �
<br /> ',_
<br /> __ — — _. , , r .. , �
<br /> THKND SLAB WALL FTG II HOIST BEAM PER PLAN
<br /> — II , ------------ ----- . ,
<br /> AT INT WALLS BEYOND,
<br /> - CONC SLAB BEYOND PER PLAN
<br /> DEEPEN INT FTG AS JOIST PER PLAN
<br /> REQD TO ACCOMMODATE --- --------------
<br /> HD ANCHOR EMBED www.dci-engineers.com
<br /> CIVIL / STRtJCTURAL
<br /> NQTE. �Cop,�rqhf J1� 019 D�Finato Conuer�nu Inc All R�Gh1; Reservec
<br /> 1i d »r a tt�n» �,e aas�g y�ot oe.euseu � i o
<br /> P c4x4x�/4 EA SIDE OF COL o� ,,om o,�, �a �,o a, `
<br /> ' 4 2 SECTION
<br /> FLOOR/ROOF JOISTS NOT SHOWN FOR CLARITY. ^P' ����������P^ ��ms o�v es� -h��,��� << ���,�ho�=ed�Se
<br /> ,� 1 U//i
<br /> ICAL SHEAR WALL ELEVATION 5 ELEVATOR COLUMN DETAIL SECTION ,���``�;,�;� ��,�� �..;; ;
<br /> ososo scA�E: NONE „_ , „ 6 TYPICAL PLATE SPLICE DETAIL �
<br /> �> ,��� � . i
<br /> SCALE: 1 -1 -0 SCALE: 1 =1 -0
<br /> 8 � �'_ .� '
<br /> T/SHTHG
<br /> S C A L E: 1"=1'-0" 0 6 9 0 4 „ � �� �-- ;� � �
<br /> j \,;� i PER PLAN �� �.� .�
<br /> � ,,
<br /> �� � ,
<br /> ` 3 90 �
<br /> ��� !��';, �������
<br /> BEAM PER PLAN •��� � �����<�\al� ����
<br /> LSSU210 AT TOP & LUS28 \�� a PER ARCH
<br /> AT BOT OF STRINGER, TYP �` � - -�'{
<br /> Su bm ittals/Revisions:
<br /> •� a.
<br /> . �
<br /> PERMIT SUBMITTAL 08/08/18
<br /> ., �
<br /> ' w. �
<br /> \\ � 0 PERMIT CORRECTIONS 10 19 18
<br /> �� LVL5�/4x11�/g 23/32�� STRUCT SHTHG 1 � �
<br /> \� MIN AT TREAD
<br /> . -
<br /> ` 23
<br /> � /32" SHTHG MIN
<br /> .
<br /> .
<br /> .� AT LANDING ,
<br /> 0 PERMIT CORRECTIONS 11/13/18
<br /> o �. T/SHTHG NAIL SIDE STRINGER
<br /> -� � To 2x wA�� w/ (2) � PERMIT REVISION 01/11/19
<br /> ����� � �/ PER PLAN � 0.148"�x3��4" NAILS -
<br /> ,'�' � �1 ; ' STRINGER SCHEDULE PER STUD
<br /> �''� '� MAXIMUM ALLOWABLE HORIZONTAL SPAN LENGTH
<br /> �'�'� ��
<br /> HANDRAIL PER ARCH ' 2x8 � 16"OC LIVE LOAD
<br /> , �
<br /> �����' �� 2x12 STRINGER SPACING 2x12 STRINGERS
<br /> �'�' ��� LSSU210 = 40PSF (1) 100PSF PER [06300]
<br /> U
<br /> / UNREINFORCED 16"OC 8'-5" 6'-2"
<br /> 23�32" STRUCT SHTHG MIN AT �'� STUD WALL PER a
<br /> TREAD, GLUED & NAILED TO STRINGER �' � w 12"OC 12'-0° 8'-6" NAIL 2x6 TO STRINGER W/
<br /> W/ (3) 0.131"0x2�/2" NAILS �� I PLAN, TYP � „ „ „
<br /> 16 OC 12'-0" 8'-6" NAILS �516"OC8STAGG4
<br /> �' cn REINFORCED 12 OC 13 -6 9 -10
<br /> 19�32" STRUCT SHTHG MIN AT ��' 2x6 REINFORCEMENT AT EA STRINGER W " ' " ' "
<br /> RISER, GLUED & NAILED TO STRINGER �' PER SCHED & 11/S .0 N
<br /> Sheet Title: S�RUC�URAL
<br /> W/ (3) 0.131"�x2�/2" NAILS '�� 2x12 STRINGER PER SCHED � NOTES: PERDPLANL NpSHTHG
<br /> PT 2x4 PIATE W/ ��'�/ I 1. 40 PSF LIVE LOAD APPLIES TO SINGLE FAMILY MEZZANINE FRMG DETAILS
<br /> PAF � 12"OC �' 30LB BLDG PAPER ! RESIDENTIAL STRUCTURES ONLY.
<br /> �� BTWN CONC & I Date: 10/19/18
<br /> WOOD FRAMING ! � T�SLAB �
<br /> a � � . � � � a , _ . .,
<br /> °' PER PLAN
<br /> Design: CS
<br /> !—' I �-� � I-1 I I I I I—� � � -I ��I-� � �,=I I �=I I I—� � �—I � �
<br /> m T ;
<br /> R
<br /> EADS PER AR
<br /> 3 _ �H LANDIN
<br /> _ G PER ARCH , .
<br /> � �— __ - -
<br /> ----r�
<br /> Drawn. PR
<br /> � TYPICAL INTERIOR STAIRWAY
<br /> �1(PICAL INTERIOR STAIRWAY ELEVATION Pro'ect No:
<br /> �6300 1� SECTION AT SLOPED STRINGERS � 18011-0162
<br /> � SCALE: NONE 06301 SCALE: 1"=1'-0" 11 Approved: ��
<br /> �
<br /> Building No:
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<br /> 0
<br /> N
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<br /> ^ . ��:��«� ��� ��- Sheet No: �.7� . O
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<br /> COPYRIGHT CRAFT ARCHITECTS 2018
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