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__.--
<br /> BLOCKiNG
<br /> ; __� PLYw00D SUB-FLOOR ��=�
<br /> �
<br /> -'-v 2 x 10 STAIR FRAMING
<br /> - 2 x 10 STAIR FRAMING U-TYPE STAIR STRINGER HANGER
<br /> ` � - LVL PER PLAN "
<br /> - - Pl.YW000 SUBFLOOR
<br /> - '" � WOOD STAIR STRINGER: (4) STRINGERS `
<br /> -�`i �" � TOTAL, 2 (� SIDES, DOUBLE STRINGER
<br /> - � CENTfR
<br /> S + L Arctiitects, LLC
<br /> 2731 'I63rd Ava SE Snohomisti 98290
<br /> ��� 360.563.�032 c206.890.8348
<br /> TREAD
<br /> `- - ��� 2 x WOOD TREAD
<br /> - 2 x 10
<br /> `
<br /> "�� �-- 5�8° GWB UNDER �
<br /> -- _`- 2 x 4 FRAMING FOR STAIR LANDING ,� `'^ STAIR FRAMING ,,,��� � 2 x WOOD RISER
<br /> _ � � .
<br /> 2 x 10
<br /> 2 x 4 WALL WITH 5/8" GWB Q'`�
<br /> O<`'
<br /> ��
<br /> ����
<br /> �
<br /> 3'-0" PAR1Y WALL 3'-0" PARTY WALL 3'-0 1/2" ,�\°`
<br /> SEE SECTION B STAIR 1�
<br /> STAIR 1/2" GAP-J SEE SECTION B ��z' GAP" STAIR . , ��
<br /> 17 S ta i r D eta i I A5.2 � '} r p} A�.2 used,ad'�sdosed nwif�tthe wride�M dlheArchitect d
<br /> 9
<br /> S`��1 D .�i`�)I � . ._ .__ ._. aigiaal vrork of the Architect and may rwt be dup�icat�,
<br /> SC4� . 'I�-��- � SC �8• ��-���Ow
<br /> Architact Stamp:
<br /> WOOD STAIR STRINGER: (4) STRINGERS
<br /> 2 x 10 WOOD STAIR STRINGER: (4) STRINGERS 2 x 10 TOTAL, 2 (� SIDES, DOUBLE STRINGER 9254 REGISTERED
<br /> TOTAL, 2 � SIDES, DOUBLE STRINGER C� CENTER ARCHITECT
<br /> PROVIDE FIRE BLOCKING PER IRC R302.11 (� NOT � CENTER
<br /> MORE THAN 10'-0" o.c. HORIZONTAL AND VERTICAL PLYWOOD SUBFLOOR PLYWOOD SUBFLOOR 2 x WOOD TREAD
<br /> - FL OR JOIST PER PLAN 1 O FL OR JOIST P R P N ��" � HINTARO G
<br /> � TREAD E � TREAD STATE OF WASHINGTON
<br /> —2 x WOOD TREAD
<br /> WALL CAP 1" 1" Project Titla:
<br /> ::: ;; ' M N � � '
<br /> .- r � � �
<br /> ^��J :' STAIR TREAD BEYOND = , Q,`� ,`�
<br /> c.� � �, � �
<br /> �o S ���� ����
<br /> � �, � � COLBY AVENUE
<br /> f � � ��c�� � �
<br /> � 'Y, STAIR RISER BEYOND `� ���� RESIDENCE �
<br /> EX�STING BEAM EXISTING BEAM REMODEL
<br /> 1 x 4 WOOD TRIM 2 x 4 WALL WITH 5/8° GWB 2 x WOOD RlSER 2 x 4 WALL WITH 5/8° GWB 2 x WOOD RISER
<br /> "- 2 x 4 WALL WITH 5 8" GWB U-TYPE STAIR
<br /> � STRINGER HANGER STR NGER THANGER
<br /> - 23 Stair Detail 24 Stair Detail
<br /> WOOD STA1R STRINGER: (4) STRINGERS Scale: 1"=1'-0" le: 1"=1'- "
<br /> TOTAL, 2 � SfDES, DOUBI.E STRINGER 3714 Colb Avenue
<br /> fl CENTER U-TYPE STAIR STRINGER HANGER Y
<br /> z X �o Everett WA 98201
<br /> WOOD STAIR STRINGER: (4) STRINGERS
<br /> WOOD STAIR STRINGER: 4 STRINGERS TOTAL, 2 � SIDES, DOUBLE STRINGER
<br /> 3'-0" PAR WALL ;� 3'-0" PROVIDE DOUB�E 2 x STRINGER � MIDDLE QF STAIR � � PLYWOOD SUBFLOOR 0 CENTER
<br /> STAIR E S TION � STAIR , TOTAL, 2 � SIDES, DOUB�E STRINGER
<br /> 1/2° AP 5 2 1/2' GAP �� � CENTER
<br /> TREAD FLOOR JOIST PER PLAN �p"
<br /> TREAD '
<br /> 2 x 4 FRAMING FOR STAIR LANDING BEYOND 2 x WOOD TREAD —2 x WOOD TREAD
<br /> - - ��,
<br /> - _ �„
<br /> - _ _ � �
<br /> ; �- ,', : �, W
<br /> , � � 2 x WOOD RISER _.. ._.. . _... � . . M � .
<br /> '- -' r � Issua �ate: January 2018
<br /> r'-/ :;
<br /> �V~ � p�� C�NCRETE FLOOR °`a�� PERMIT SET
<br /> a O, (`� /�� �
<br /> 1 ��
<br /> ° o ' ° � a - ° ° ° Q ° �� U—TYPE JOIST HANGER, TYPICAL ���� ProJact Number: x�c�cx
<br /> � d ' .. O' � Q� i� + d. d p � a
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<br /> ' -!I 1-1 I I�!I I-1 I 1—�I I—�I I-1 I!—I I I�I I 1=!f 1=1 I 1=!I I--I i;�i a � f i �:i i 1=i I 1=!1!_�11�I I 1=1 f!=f I I--1 I; I i i�I;�=�''� -'`' —� °` •
<br /> _i� '� _�' III=111 I��-IlI����� ���E1�=�1 � d. . . � � j �i�f -���-Eil��li-El� '��
<br /> � ' i j i����=� �j— � 2 x 4 PLATE, NOTCH STRINGER NEW BEAM PER PLAN
<br /> -1 V i—� � ° 1�1 I I—i�� �� 1/2" DIAMETER EXPANSION ANCHOR PER
<br /> � o { -i i' C,
<br /> ���� �� � ���-v_ ,
<br /> -����� a 4 ���?�= GENERAL NOTES. EMBEDDED 2-3/4° � 2 x WOOD RISER Ravlsions:
<br /> �1=1i! a a a Ili=_i
<br /> =I I I---I I_�j,_ �Z O.C.
<br /> 5/8" GWB UNDER �
<br /> -i���I I�—�I I=I��—�I�=i�I��I I—I i i- STAIR �0 4.30.18 PERMIT R E VIEW
<br /> -i���)�;.�(i i-'I;_-'s i=i�;�I i i�+
<br /> 25 Stair Detail 27 Stair Detail 28 Stair Detail
<br /> C4@: 1����- � C018: ��=��-�p 4�8: ��_��- �
<br /> �Q�� •
<br /> TREAD
<br /> o� �
<br /> '�� P � 2 x WOOD TREAD
<br /> '�',�Q�c' � � 1 1/2„ � ��2„
<br /> ��'��, - 2 x WOOD RISER / MINIMUM O.D.
<br /> O� � `N`'
<br /> M snaat contants:
<br /> r� � (2)-16d TOE � ��2" � 1�2"
<br /> WOOD STAIR STRINGER: (4) NAILS, TYPICAL MINIMUM 0.0.
<br /> STRINGERS TOTAL, Z � SIDES, 2 x 10
<br /> DOUBLE STRINGER � CENTER
<br /> PRE-FABRICATED METAL HANORAIL
<br /> ROUND METAL NANDRAIL, _ BRACKET, PRIMED AND PAWTED
<br /> PRIMED AND PAINTED � TO MATCH HANDRAIL. PROVIDE p E TA 1 L S
<br /> 5/8" GWB UNDER STAIRS MIN. (1) EVERY 5'-0" o.c.
<br /> A
<br /> , ,
<br /> � �
<br /> ' _ .. . . . . _ '':��� `h .__ _.
<br /> .,X ����y � A
<br /> Q MINIMUM (3) ATTACHMENT POINTS .
<br /> ��2 RETURN HANDRAIL END PER BRACKET WITH 3/8° x 2°
<br /> TO WALL A-A SCEWS. FASTENER SHALL SECURE
<br /> — INTO SOLID BACKER BETWEEN shaBt:
<br /> STUDS
<br /> PLAN
<br /> A '1 O _ '1 �
<br /> 29 Stair Detail 31 Handrail Detail 32 Handrail Detail
<br /> OO 2018,S+L Architects,LLC
<br /> M 1 M p 1 11
<br /> _ � �
<br />
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