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<br /> 76'-0°
<br /> 28'-0° 48'-0"
<br /> 22'-0° 2'-6" 3'-6" 11'-5" 6'-3 1/2" 30'-3 1/2"
<br /> 6'-0" 5'-5" 3'-91/Z" 2'-6" 5'-9 1/2" 7'-6" 13'-0" 4'-0"
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<br /> 1-3/8 SOLID CORE WOOD
<br /> o DOOR WITH SELF CLOSER ;o �,,.,.,,�
<br /> � OR IRC APPROVE� 20 7-3/4" AX RISE
<br /> MIN. RATED METAL DOOR �
<br /> 1'-11 1/ °
<br /> . 1'-11 1/ "
<br /> 7'-6" 14'-6" 3'-0" 3'-0" 6'-0" 5'-9" 2'-1" 3'-10 1/2" 6'-3 1/2" 4'-0" 5'-6" 5'-0" 4'-6" 5'-0"
<br /> Z 2'-0�� 6'-0" 13'-10" 10'-2" 8' 0° 16'-0��
<br /> 28'-0" 48'-0" 6�_���
<br /> 82'-0"
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<br /> WAI..� 13��CING ���1�� SCH�f�u��
<br /> W/�LI. ��ING SNAI.I. �3� CON11N1�0U5f�Y SN�A11�I�n WOOn 511?UCTUpAL pAN�l.S C CS-WSp) p�p
<br /> SCALE 1/4" = 1'-0" 1'A13�� p602,10.�
<br /> �X1�pI0p SN�A11�IING SNALI, C3� A1'TACN�b p�p 1'A13�� p6023<3) 6" �nG�S& 12" �i�i.b
<br /> IN1�pi0p SN�A11�ING SNALI. �� A1"1"ACN�n p�p 1"A131.� p6023 C I) Op p6023 C 2>
<br /> f:602,10,6,1 Alternate braced wall panels,
<br /> Q p�YW00b / OS(3 6d nail 6" o,c� �edqe5) Alternate braced wall lines constructed in accordance with �
<br /> � � 3/8" x�fi' x 8' 12" o,c� C field)
<br /> one of the follawinq provisions shall be permi�ted to replace
<br /> G W l3 � I/2" x 8' x 8' Scl cooler / wallboard each�t feet C 1219 mm) of braced wall panel as reauired by . �
<br /> � C ON� �AC�) nai�s @ �" o,c, Section p602,1O,�h, The max�mum heiq4�rr and min�mum width �
<br /> � � �' �' �' �' 0 �' �' of each panel shall be In accordance wi�Table p602,10,6� Q N
<br /> C i�i.
<br /> � CDAT OOKS G W6 - I/2 x�} x8 5d cooler / wallboard
<br /> C 1�N0 �AC�S) nails @ �" o,c, �rouqhout I� In one�s�or� buildinqs, each panel shall be sheathed on one v ��
<br /> 511�UC'(Llf'AL f AN�I. corrosion resi�tarrt 6d nails face with 3/&inch�min�mum�thickness C 10 mm) wood�tructural Z
<br /> � S I n I N G a t 6" o.c, �e d q e s) panel sheath�nq nalled with 8d comm�or qalvanized box nails w
<br /> 3/8" x�}' x 8' �12" o,c, �flelcl) in accordance with Table p6023(I) and blocked at all wood �
<br /> ON�-STOf'Y AL1�pNA1�E f3�Gn W/�l.l. 8d nail @ 6" o,c, C edqes) I Z" o,c, �field) structural panel sheathinq edqes,1"wo anchor bolts installed � �
<br /> in accordance with��qure p�t03JC U shall be pravided �n each W
<br /> , ri pAN�I.g" X 2`-6"x 10'-O" Op 1.�55 f3lockinq reauired at all edqe5, Anchor bolts panel,Anchor bolts shall be placed at panel o�uarter poirits� �
<br /> . �� p�1NVOn Op 056 C ON� �P�C�> two placed at c�uarter polrrts, Hold down � �ach panel end stud shall have a t�e�dav�n device fa�tened �
<br /> .��
<br /> �":;\\ 1800# at each end, C NpANn22) to the foundation, capable of provid�nq an uplif�capacrt� W
<br /> � �in accordance with 1�able p602,10,6�The�le do�nm device shall �
<br /> be installed in accordance with the manufac�rer's �—
<br /> � 1�W0-STOpY AL1�pNAT�13pAC�b W/�l.l. 8d nail @ 6" o,c� C edqes) 12" o�c, C field) recommendations,1�he panels shall be supported directly on � Q
<br /> pAN�I.g" X 2'�6"x 10'�O'` OF:I.�55 131ockinq reauired at all edqe5, Anchor bolt5i a foundation or on floor framinq suppor�ed directl�on a a-
<br /> pI�YWOb Op 053 C 1�W0�AC�S> three placed at f�fth poir�t5, Nold clown � fcundation which is corrtinuous across the errtire lenqth of
<br /> 3���# at each end, the braced wall line� This foundation shall be reinforced
<br /> FRONT VIEW SI�E VIEW wi�not less than one No, �}bar top and bottom,When the �I �� � �
<br /> ��� I� �� �0�� ; continuous foundation is required to have a dep�qrearer r i
<br /> I V ��/'V� than IZ inches C 305 mm), a minimum IZ�inch�b�{�12�inch
<br /> C�pAC�n WALI. pAN�I. 50�� p�A1�5 NAll.�b�"0�I.00p ANb TOp 0� pI.A1�5 SNAJ.� �� (305 mm b��05 mm) corrtlnuous footinq or�rned down
<br /> � A T C U Y ANCNOp�n 1�0 �pAMING AI30V�, WN�f� J0151'S Al?� p�pplNnICUI.A�?1'0�pAC�f? slab edqe is permi�ted at door openinqs �n the braced wall
<br /> O
<br /> WALI. I.IN�S, ppOVib� �I.00KING uNn�p ANn IN I.IN� WITN C�pAC�n WALI. pAN�l.S� line, This corrtinuous footinq or turned drnvn slab edqe shall
<br /> U �O O WN�� J0151"5 AP� pAP.AL��l. 1"0 C�pAC�n WALI. �IN�S, ppOVlb� nOU��� J0151'S be reinforced wtth not less than one No, �} bar top and bottom�
<br /> � UNn��ANn IN �IN� WIT�I C���n pAN�f.S, 1�hi5 reinforcement 5hall be lapped 15 inches C 381 mm) with
<br /> the reinforcemerrt required in the corrt{nuous foundation
<br /> N�T �-� SCALE located d�rectlu under the braced wall line,
<br /> � 9� � � �
<br /> ��������li1�9� �'��� ������
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