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<br /> MAXIMUM SPACING
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<br /> I 2 8 WOOQ SCREWS TOP AND I S + L Architects, LLC
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<br /> � BOTTOM @ EACH PICKET � 2�3, �63rtl Ava SE SnotiomisFi 98280
<br /> 360.563.1032 c206_890.8348 .
<br /> I2 x 2 PICKETS I
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<br /> 3 3/4° MAX �
<br /> I P.T. 4 x 4 POST � 5'-0" o.c. MAX
<br /> 2 x CONTINUOUS CAP
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<br /> i
<br /> i • • WOOD STAIR STRINGER: (4) STRINGERS "'
<br /> ' ' TOTAL, 2 � SIDES, DOUBLE STRINGER
<br /> 2 x 4 TOP RAIL i � CENTER
<br /> i � � , ; SIMPSON DTT2Z TOP � EACH POST �2� ��2 `
<br /> ' DIAMETER BOLTS
<br /> �'' ������ � �`-� '' � ��� WITH 1�2" DIAMETER BOLT AND (8) MIN.
<br /> HANDR,41L AND BRACKET ATTACHED i -
<br /> TO 2 x 4 SPACER, WHERE OCCURS i I 1/4" DIAMETER x 1-1/2" SDS
<br /> AT STAIRS. SEE DETAIL 31/A10.1 �
<br /> � All material appearing herein constiWtes the unpublished and
<br /> AND 32/A10.2 i � � 2 x WOOD TREADS orlginalworkoftheArchitectandmeynotbedupiicated,
<br /> i i �
<br /> used,a ' wiGiout wmten consent teq.
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<br /> 2 x 2 PICKETS � � �
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<br /> ....` . ; I`�j... ,,....o ',, ..' - Architect Stamp: . .
<br /> 4 x 4 � , . . ,
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<br /> 2 x 4 BOTTOM RAIL � ' • NOTE: ALL WOOD STAIR ELEMENTS REGISTERED
<br /> � (EXCLUDING GUARDRAIL) SHALL BE szsa
<br /> SIMPSON DTT2Z TOP � EACH POST � . . PRESSURE-TREATED W000 TREAD ARCHITECT
<br /> SIMPSON BCS2-2/4 POST CAP
<br /> WITH i/2" DIAMETER BOLT AND (8) � • ' �
<br /> L
<br /> 1/4" DIAMETER x 1-1/2' SDS wiTH (i 2) 16d X 2-�/2", TYP - HINTARO G
<br /> � STATE OF WASHINGTON
<br /> MIN. 2 x 10 FRAMING "'
<br /> ,� 1/2" DIAMETER EXPANSION �,`J� � IANDING, TYPICAL �,`�,,� �i
<br /> __ • � . ANCHOR PER GENERAL NOTES _ � i � � "'
<br /> 2 x 10 RIM ;�. °� � � � U-TYPE STAIR STRfNGER � �
<br /> EMBEDDED 2-3 4" � 12" o.c. � w � i i i �
<br /> __ � � � r- c� ��� i i HANGER i i Project TiYla: .
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<br /> 2 x BLOCKING AT FIRST INTERIOR �° � � 4 x 4 SUPPORT POST � �
<br /> BAY ADJACENT TO 4 x 4. TOE NAIL 2 x 4 DECKING J'� i i WHERE OCCURS ON PLAN i i
<br /> WITH 10d NAILS TOP AND BOTTOM 2 x 4 PLATE BETWEEN � i i i i
<br /> EACH SIDE P.T. 4 x 4 STRINGERS � i i i i •
<br /> � i i i i
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<br /> A35 CLIP TOP AND BOTTOM OF a
<br /> BLOCKING (2) 1/2" DIAMETER THRU BOLTS Q d Q a� COLBY A �
<br /> RESIDENCE
<br /> >>�-o�� REMODEL
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<br /> 37 Stair Detail 38 Stair Detail �
<br /> S I � �w��'�O• JCi ' . �p� '�On 5
<br /> 3714 Colby Avenue
<br /> 5�-0�� Everett WA 98201
<br /> NOTE: ALL WOOD STAIR ELEMENTS
<br /> (EXCLUDING GUARDRAIL) SHALL BE
<br /> PRESSURE-TREATED WOOD '
<br /> � Issue �ata: January 20't8
<br /> , PEAMIT SET
<br /> Project Numbar: xx�c�c ��
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<br /> Ravtsions:
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<br /> 1 4.30.1 PERMIT REVIEW
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<br /> a a ° � a I I�—�I I—_— - - rt F A B R I C A T E D C O N C R E T E
<br /> 1 U-TYPE STAIR STRINGER HANGER I a ° a ` �=I I I=)�I—I I I=1 I I!I I I��li�� LOCK
<br /> 2 x 4 PLATE � a a � �� � �I I=�=1��=1 I{=���I I I�I 1 I--
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<br /> I I I-I I I i I-1 I I-I I I=I I I=1 I I-i I!=f I I-I i I I I i- I 1=I I I=1 I I-I I =1 I 1=1 I I=I I I=1 I I�I I I-1 l I`I I I=1 I 1=1 I 1-I I I=I I I-i I I=I 1=I I 1=I I I=1 l I=I I I=�I I=I I{=1 I I_I!1=I I lil{I-I I I-1 I I-I I!��I>>'' ''=!I(; _ r-�-I-H�-H-� ' � x 4 WOOD POST MOUNTED
<br /> -�11 ,, 11=111-111�Il1=1l1=II�=111;;,lII,;,II „III „I{I,;,ill�i�lll� 11=111=111-i11-11l-111�Ili�lll-lil�,11�= '��;,Ili III-IlliiillF�,lll,i,lll�lll=,,lllr l I�111��111���1!1,;,�11-l11=--���= � "--���-111�111-II�- ON PRE-FABRICATED �
<br /> 2 x WOOD TREAD ��� I I 1-�I�I I(-I I I-1 I I-1 I I—I I I--1 I(�I I (=1��— I(I=1 i,�I I�,�I- � — CONCRETE DECK BLOCK
<br /> 2 x WOOD RISER � 2'-0" � 2'-0"
<br /> sr,aar �
<br /> t/2" DIAMETER EXPANSION ANCHOR WOOD STAIR STRINGER: (4) STRINGERS
<br /> PER GENERAL NOTES EMBEDDED TOTAL, 2 C� SIDES, DOUBLE STRINGER
<br /> 2-3/4" � 12" o.c. Q CENTER
<br /> .�. � o _ �
<br /> 45 Stair Detail �
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