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6620 COMMERCIAL AVE 2018 Plans 2022-11-09
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6620 COMMERCIAL AVE 2018 Plans 2022-11-09
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Last modified
11/9/2022 2:40:50 PM
Creation date
11/12/2019 11:14:07 AM
Metadata
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Template:
Address Document
Street Name
COMMERCIAL AVE
Street Number
6620
Permit
C1803-026
Year
2018
Notes
SFR TO DUPLEX NEW BATHROOM ADDN TO EXTG SFR DUPLEX ADDITION
Address Document Type
Plans
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, . .. . .. .. ._ . . .. _... ._ . .. _ . . . <br /> U <br /> S�. : <br /> � <br /> � � <br /> �L � <br /> � CV � <br /> � � � <br /> z � �- <br /> .-, <br /> V � N <br /> z � � <br /> � � <br /> � x <br /> W .� <br /> � � �- <br /> NOT�: ALL EXTE1�101� WP�LLS AND GP�BL� <br /> A z m <br /> �ND� TO BE 5W-6, U.N.O. <br /> S5 4-- � � <br /> (NEW CONST�UCTION ONLY) TYP. <br /> � J � <br /> � � � <br /> 1 SHEATH TRUSS, L = 6', 5EE DETAIL B / 55 ` <br /> O � � `� <br /> z � � <br /> O2 CS16 TO J015T BELOW, 5EE DETAfL C / 55 2 <br /> � <br /> � N <br /> O3 ADD C516 BLOGKING TO WINDOW HEADEI2, 5EE TAIL D / S5 �`-� <br /> � � <br /> N � <br /> � � _ <br /> � � � <br /> ----- .J <br /> ----- —1 <br /> ----- I1a <br /> ----- � <br /> 2 ----- <br /> 1 ----- <br /> SHEAR WALL SCHEDULE <br /> (SEE ANSI/AWC SDPWS-2015 Table 43A&Section 4.3.3) <br /> All shear walls to be sheathed from top plate to bottom plate.Block all panel edges. <br /> Nail spacing is for all panel edges. Space nails @ 12"o.c.along intermediate framing members. <br /> 2 N <br /> ----- � <br /> cs� <br /> SW-6 v=350 plf 7/16" OSB,w/8d(0.131"Q))common nails @ 6"o.c. _____ <br /> Anchorage(interior walls only)to SINGLE joist or blkg below: 16d(box)@ 4"o.c. <br /> � ----- � <br /> SW-4 v=560 plf 7/16" OSB,w/8d(0.131"�d)common nails @ 4"o.c. � _____ <br /> Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: 16d(box)@ 3"o.c. � O <br /> ----- .��+ <br /> NOTE: use min 3" nominal studs @ adjoining panel edges <br /> SW-3 v=715 plf 7/16" OSB,w/8d(0.131" Q))common nails @ 3"o.c. <br /> Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: 16d(box)@ 2"o.a I I I I � <br /> NOTE: use min 3" nominal studs @ adjoining panel edges 1 2 I I f I <br /> i i i i <br /> � � � � N 3 <br /> sw-2 I I I ' , � <br /> v=950 plf 7/16" OSB,w/8d(0.131"f�)common nails @ 2"o.c.(staggered) � <br /> Anchorage(interior walls only)to 4x(min.)BEAM or blkg below: � � <br /> %4"x 4�/2' SDS SCREWS @ 3"o.c. <br /> 5W-3 <br /> NOTE:use min 3" nominal studs @ adjoining panel edges 5W'3 <br /> n the use of 8d common nails with a full head a shank diameter of � <br /> The shear values above are based upo � <br /> 0.131",and a minimum penetration of 1.375". From Table 4.3A use 15/32;Sd values with a 0.93 5TH D1012J, Np• ~~ <br /> reduction for Hem-Fir&1.4 increase for wind. <br /> (7) REQ'D. <br /> � <br /> .� <br /> � <br /> � <br /> � <br /> 16d@16"O.C. � <br /> SHEAiZ WALL EDGE � <br /> NAILING <br /> RIM J015T <br /> LOCATE 6HEATHING <br /> JOINT @ COMMON <br /> MEMBER <br /> SH�f�1� 1"1�f�N5��1Z C� EXTE1�101� W�LL DET�IL M�fN FL001� SHEP�1� <br /> WALLS <br /> 2�2�,s <br /> 4��FwA�ELl <br /> ���� yi�;��.�' <br /> �:��.� ��...� <br /> �Z�: DATE: 2 / 2 / 18 <br /> �o.���. �x <br /> DRAWN P>Y: MW <br /> s lo : OP> #: 18-006 <br /> �����..�F�°TER�°���'~ WC J <br /> AL� <br /> ORAWING SHEET NO. <br /> S3 OF S5 <br />
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