|
� . _ __
<br /> � ____ _.
<br /> -- ---�.____ __ __ _ _ _ _ _
<br /> j, ,��� f� . �� _
<br /> PLAN NOTES: Architecture
<br /> 1, REFER TO SHEETS S0.1, S1.1, S1.2 FOR GENERAL NOTES AND TYPICAL I I L) Q
<br /> � & Consu n
<br /> � DETAILS.ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE b
<br /> ARE APPLICABLE AND SHALL BE FOLLOWED. �
<br /> 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.
<br /> � (E) 15"WIDE FTG W/ COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO
<br /> 15"MIN EMBED,VIF CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. Z�3O FOURTH ST
<br /> A PROVIDE ANCHOR BOLTS PER S�22 3. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE SAN RAFAEL, CA 94901
<br /> 59�_9�� TYP AT ALL SHEAR WALLS LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE PHONE (415) 457-6035
<br /> HDU2-� -,------------------------------------------------------------------------------------_-_- ------------------------------- HDU2 .
<br /> LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS NO PIPES OR FAX 415 457-6036
<br /> �"�"' CONDUITS THRU SILL PLATES SHALL BE WITHIN 12"OF HOLDOWN BOLTS NO � �
<br /> �� ' MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN
<br /> - '��
<br /> �� j s� \ SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL
<br /> � � 1 a � -24"SQ FTG,
<br /> DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE P•O.BOX 150539
<br /> I I !; � TYp LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE SAN RAFAEL, CA 94915
<br /> � I I — --�
<br /> � +—= PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE ,
<br /> �� (E)4"THK s.,,,. ,� � ' REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL
<br /> � � j SOG VIF . ': - : � _ ____ _ _r �� ', 6x6 CONC PATH BY ARCHITECT/ENGINEER PRIOR TO ANY WSTALLATION NOT CONFORMING TO
<br /> � o, I � � � °� �,<� �a 1 HDU2 I I (�' OTHERS THESE DETAILS.
<br /> � � , ; � 4x4 L' _ ..J�--------
<br /> � i , PIPES THROUGH FOOTINGS SHALL BE PER 6/S1.'I,
<br /> � CHARLES PlCK, ARCHITECT
<br /> ; ' ---� i '� � II PIPES AT SLAB C?N GRADE SHALI BE PER 7/S1.1,
<br /> � PIPES THROUGH WOOD FRAMING SHALL BE PER 2/S1.2.
<br /> HDU2 � ! � 'I 4x4 W/ I
<br /> � � � � � � (- ^ �l � ABWZ I-��--
<br /> j , ,I , � 6x6---
<br /> � ' I 4x6 I ,_.,, 4x6 --- I - (�- 2
<br /> n11AliV�(Fi�IA�JGE LE�Sr C���Ir'E ` I� � 1 TYP C�����1f�AU�! RC�OM L — J'� S3.1 TYP
<br /> I ( S3.1
<br /> HDU2 �- — — J �- — — J - -- ----- PLAN LEGEND .
<br /> i �� �
<br /> � ' I ' 2'-6"SQ PAD SYMBOL REFERENCE DESCRIPTION
<br /> � DETAIL
<br /> � I --i FOOTING,
<br /> i i , i il TYP HDU2 2/S1.1 INDICATES NON-BEARING WALL.
<br /> i I
<br /> Q "' � I ! I � A 12/S1.2 �NDICATES SHERR WALL TYPE AND MINIMUM
<br /> � ii , ' � A R C H I T E C T U R A L 1 10'-0" �N A L L L E N G T H. S Y M B O L L O C A T I O N I N D I C A T E S
<br /> � � 'I��i FURRING WALL, � Q � ____ F/S0.1 SHEATHED FACE OF WA1.L UNLESS NOTED
<br /> � � Typ � � OTHERWISE. CONSULTANT
<br /> � ! '� 4x4 W/ 4x4 W/ �
<br /> � ' �� ABWZ ABWZ � 0 E/S0.1 INDICATES WOOD POST,
<br /> �I; j � �I
<br /> ZFA STRUCTURAL ENGINEERS
<br /> � HDU2 I� � —� � � ��=� - ---- _ r-= - -
<br /> ---------- ;I HDU2
<br /> i r - - �' ----- ---- ----
<br /> ' ��`'�' � L -�' �yv ~� w�� y�' c ^ �� �-HD# INDICATES POST WITH HOLDOWN. POSTS WITH 7801 folsom boulevard�suite 204 zfa.com
<br /> 8/S1.2 HOLDOWN ARE FULL HEIGHT FROM SILL TO TOP sacramento ca 95826 916.924.7024
<br /> (E)4x4� (E)4x4 (E)4x4 J� (E)4x4 (E)4x4 (E)4x4� PLATE. zfa job no. 17053 copyright02017
<br /> INDICATES EXISTING FOUNDATION. �o Q4oFESSioN�`
<br /> ���.,;�' DENNIS '
<br /> FA �, �,
<br /> �___� INDICATES FOOTING � � < �:z
<br /> rA
<br /> .��'�.S U AL.:'�.
<br /> cPJ,'•.,No. 01.•' �
<br /> . �
<br /> 9TF OF WASN��G
<br /> 03-30-2017
<br /> SHEAR WALL SCHEDULE
<br /> � F O U N DAT i O N P LAN SW APA RATED NAILING(PEN) ANCHORAGE
<br /> / 0 BOLT FDN REMARKS
<br /> NORTHi
<br /> SHEATHING 2x SILL 3x SILL
<br /> � 1/4"= 1'-0" AO '%32"(32/16) EXP 1 10d @ 6"oc 32"oc 48"oc
<br /> ,�VI
<br /> 3x MlN AT ALL DRAWING REVISION LOG
<br /> OB t5/32"(32/16) EXP 1 10d @ 4"oc 24"oc 32"oc ADJOINING
<br /> PANELEDGES
<br /> NOTES:
<br /> CONTRACTOR TO VERIFY 1. (E)T1-11 SIDING W/FASTENERS NOTED IN SHEAR WAI.�SCHEDULE •
<br /> (E)TOP PL SPLICE PER 1 MAY BE USED IN LIEU OF PLYWOOD SHOWN ON PLANS AND DETAILS.
<br /> TYP ALL SIDES S1.2 CONTRACTOR SHALL VERIFY(E)SIDING MATERIAL AND NOTIFY SEOR
<br /> IN WRITING.
<br /> �
<br /> 2x8
<br /> �
<br /> cn W
<br /> � �
<br /> ' O � , W FRAMING AT
<br /> H
<br /> , o W � � �ow RooF PROJECT NAME:
<br /> �
<br /> N O � LL. � XB C�7 Z4"OC N
<br /> W � d- CS14x6'-0"OVER O v �
<br /> CLUBHOUSE
<br /> T 3 � � � 5HT G TO BLKG/ � � 7 N B U I L D I N G L
<br /> N S3.1 �
<br /> ., S3.1 (E)TRUSS,TYP --� �
<br /> �- "� � �1
<br /> (E) RIDGE 6x10 AT CEILING VEL 6 �,P
<br /> S3.1
<br /> � I I I 2x8
<br /> N �
<br /> .- HUC HGR EE OF � � � �
<br /> � BEAM,TYP � I W I '
<br /> � j� I �I I ROOF SHTG
<br /> w I � c�I I
<br /> �� I =�°, ZI I
<br /> 5 z I c� W I I �
<br /> s3.� U i I � ¢i i �—HUC HGR,-rYP PROJECT LOCATION:
<br /> N II
<br /> Q{ j �l �
<br /> �► , �, , 5 824 W CASI NO ROAD
<br /> �� �
<br /> � � ( S3.1
<br /> � � � EVERETT, WA 95204
<br /> �U 4x10 AT CLERESTORY U
<br /> . _ .- _. _ -. I� , r- � _. .. _. _.
<br /> . _..,� ,_ ..� ..�. . _--�--�_
<br /> (E)4x10 VIF �'�_ - - ��.L. .
<br /> (E)4x10 VIF �
<br /> (E)4x10 LOW VIF (E)4x10 VIF (E)4x10 VIF
<br /> 4 --PONY WALL EE OF (E) 1/2"PLYWOOD SHEET TITLE:
<br /> S3.1 CLERESTORY ROOF OVER(E)TRUSSES,
<br /> V�F FOUNDATION �t ROOF
<br /> PLAN
<br /> ' ROOF FRAMING PLAN
<br /> �
<br /> NORTH'
<br /> 1/4"= 1'-0"
<br /> r�)
<br /> •
<br /> Copyright 2016 by Charles Pick, Architect and Basis Architecture �t Consulting Inc.
<br />
|