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<br /> /( .. LINE UP �]FLO ! . ..
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<br /> 1,. w.rvan- ".�-ram...-..� .. - ..FFif - IF OP PLATES ARE ;;.-" fs,
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<br /> '. ,41•4106 00 NOTE: ALL EXTERIOR SHEAR 'FALL. igil
<br /> NITCALLCJOUTTO BE SHEAR
<br /> -lil. I Cmsm
<br /> 9 9ALL
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<br /> •
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<br /> •
<br /> SHEARWALL SCHEDULE
<br /> SILL'PLATE _ BOTTOM PLATE
<br /> MARK SHEATHING EDGE NAILINGFiELD NAILING _CONIC. END. CONN. FRAMING �*.:J C - tot 2 2 2,I)�l
<br /> 3/S" CDX 5/8"dio. 0 48" o.c. 16d 0 8" o.c.
<br /> » ,....-- .:T:
<br /> N..„4,'''''' ' .8.-- 6
<br /> A 9 Py Z
<br /> , 7DNE FACE Od 0 6"o.c, Dd 0 12©o.c. 2x BAC PLATE wo/ 2x KM. PLATE :_i., �y }j
<br /> 3/B° COX " 5/8 die. 48" o.Gr 16d 6" c.c. Y. 1V�' * ,
<br /> „ q A L.-.1 0
<br /> 1 ONE FACE Od • R o.c. Sd 0 12"o.c. w/ 2a BTM. PLATE w 2x BTM. PLATE * Lif r1^'
<br /> 15/32 CDX 5j8"dia 32 o.G.2Od ® 3 c.c.
<br /> 04)
<br /> ONE FACE 10d 4°o.G,1Dd 12"o.c,w/ 3tt 8TM. PLATE wj 3x BTM. PLATE
<br /> 15 32 CDX 5 B"dta. 4f3 2C" o.c. 2Dd !� 3" A.G. l / ' a I .
<br /> ONE FACE 1Dd 3°o.c.1Od 12`o.c.w/ 3x BTM> PLATE w,'3x BTM. PLATE `; p
<br /> Icy r ;i , ; .,,,�, y'kw.!"._., r /} .
<br /> 'qIY/, 15 32" CDX 5 6mdia 24" A.G. (3 2Dd .3" o.c. r•
<br /> ,'. J'�'-0' •:• O
<br /> il._ ONE FACE 1Dd 2"o.Gr1®d 12"o,G w�3x DIM. PLATE w� 3x RIM. PLATE '' ;`' �1 ,.
<br /> f U
<br /> 15/32" COX 10d 4°o.c.iOd 92"Arc.5/B°dio. 18" o.c.,5/®"dia. 16" c.c. "`: /��t� r 1
<br /> GROUND FLOOR 811EARWALL . ' l d'' I�11`i5T1
<br /> Lin EACH FACE EACH FACE EACH FACE .�wr j 3� BTP�. PLATE w/ Jtt tSTM. PLF�TE_ '., 1•,' .�. - v ' ,
<br /> 15/32" CDX 1 Dd E>is 3°o c 1Qd 0 12"o.c.5/8"dio, 0 12" o.c. 5/8°dio, 0 16" o.c. !�, #Viri.1, 'f; ' 2
<br /> _L EACH FACE EACH FACE EACH FACE w/ 3x BIM. PLATE w/ 3x BIM. PLATE " �
<br /> Sti1Rk'dAL1 AJOTES: �{ �'i 1 NOT TO ��,��� a�g SPry ..: � ,_ a.. .....
<br /> � 1. ALL STUDS AND BLOCKING SHALL BE HF#2. ALL TOP AND BOTTOM SW 4RWALL SCHEDULE COPIED
<br /> PLATES SHALL BE HF 2r ALL SHEATHING EDGES SHALL BE BACKED �_ .�' ,
<br /> WITH 2x OR WIDER FRAMING UNLESS OTHERWIZE NOTED SEE NOTE 2). FROM SWEET S- LO THE
<br /> SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR S1ERTICALL �RI INS R IJJIN t DrawnLK
<br /> 2, WHERE SHEATHING NAILING IS A OR GREATER, BOTTOM PLATE { By:
<br /> AND ALL FRAMING MEMBERS RECIEVING EDGE NIALING FROM ABUTTING PANELS �� �3�
<br /> SHALL NOT BE LESS THAN A SINGLE 3>-INCH NOMINAL MEMBER. Checked Y CC
<br /> 'V T
<br /> Unto, Q12- U i
<br /> 3, NAILING CRITERIA IS BASED ON UBC TABLE 23-11-1-1 FOR CD PLYWOOD AND HF#2ILI Q
<br /> FRAMING. WIRE STAPLES MAY BE SUBSTITUTED AS OUTLINED IN THE STRUCTURAL
<br /> NOTES, OTHER SUBSTITUTIONS MUST BE VERIFIED IN WRITING BY THE STRL. ENGINEER. Job No, 1946 , Z 2
<br /> 4. HOLDOWNS AND OTHER CONNECTIONS MAY RE REQUIRED AT THE ENDS OF MANY
<br /> SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON
<br /> THE PLANS. REFER TO THE APPROPRIATE CONNECTOR DETAILS FOR ADDIONAL
<br /> INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC.
<br /> 5 ANCHOR BOLTS MUST BE EMBEDED INTO CONCRETE OR GROUTED GNU A MINIMUMMI
<br /> OF 7", AND SHALL BE PLACED TO PROVIDED A MINIMUM OF 2 GROUTED CLEAR
<br /> TO THE FACE OF FORMED CONCRETE (PROVIDED 3" CLEAR FOR CONCRETE CAST . 's«
<br /> AGAINST SOIL) LIE
<br /> 6. ALL MACHINE BOLTS (M.B.) SHALL BE ASTM A307 OR BETTER (NOTE: HILT11.
<br /> •
<br /> KWIK BOLTS OF THE SAMEDIAMETER SHOWN ABOVE MAY BEUSED lc,'
<br /> nrr',>; • °Y'Rw i
<br /> IN EXISTING CONCRETE. BOLTS SHALL BE EMBEDED A MINIMUM OF 5" INTO n , 00
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<br /> EXISTING CONRETE.) LO
<br /> _'
<br /> 7. USE 2 X2N3/16 WASHER OVER ALL ANCHOR BOLTS.
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<br /> �. ALL INPO ATI®N ®N TTHIS DOCUMENT
<br /> IS THE EXCLUSIvE PROPERTY OP 6
<br /> PACIFIC ENGINEERING TECHNOLOGIES, INC. ` co
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<br /> © COPYRIGHT 2020
<br /> 3/17/2020 Job NO.
<br /> 20032 WD 01 rdwg �����'��
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