UNPUBLISHED WORK
<br /> 201 1 QHackworth Group Architecture/Planning,ps
<br /> 24'-0" G�NERAL �lOTES:
<br /> I. 8" MIN. GLEARANG� BETWEEN EXTERIOR GR�DE � UNPROTEGT�D WOOD.
<br /> �g,_��„ �,_�„ 2. P�LL WOOD IN GONTAGT WITH GONGRETE TO BE PRESSURE TREATED.
<br /> 3. P�LL DIMEN510N LINES �4RE TO FAGE OF �R�MING OR GONGRETE, U.N.O.
<br /> 4. SEE SH�ARW/�LL SGHEDULE �OR LOGATION � SPAGING OP ANGHOR BOLTS.
<br /> 5. INSTALL ALL HOLDDOWHS ,AND HARDWA�RE PRIOR TD B,hGKFILLING.
<br /> 6. UNLESS �4 SOILS INV�STIG,4TION BY A QUFtLIFIED ,: j,�,,, ,, , , ,. � , ,;, .
<br /> 501L5 ENGINEER 15 PROVIDED, FOUND/�TION DESIGN 15 B?�SED ON A�55UMED '� �� �. ``�;�
<br /> A�/ERf�G� SEARING G/�P?�GITY OF 2000 PSF. EXTERIOR FOOTINGS TO
<br /> B�A�R ON PIRM UNDISTURBED SOIL BELOW OR6ANIG SURFAGE 501L, A � '�` '� � � '`
<br /> MINIMUM I'-6" SELoW FINISH GR/hDE. �NY BAGK�ILL R�G2UIRED TO S� � r � h i t e c t u r e � � I � n n i r� g
<br /> THOROUGHLY GOMPAGTED. �
<br /> 3815 S. Othello St. Suite 100-341 Seattle, WA 98118
<br /> � � — � 24" 5Q. X 8" THIGiG PTG. W/ 206.443.1181 '
<br /> Al2?� I fi�2•C� I (2) #4 EAGH WAY � BOTTOM
<br /> � = J /�ND PB P05T BASE
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<br /> � k$9
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<br /> � �3 I (4) #4 EAGH WP�Y � BOTTOM � �
<br /> 18 HOLDDOWNS P�R � � � � � � AND GB5Q86 P05T B�SE � ,�,, ' ' �
<br /> A2.2 DETAIL IS/?�2.2 L - - - J ,r� l-�;� ;�
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<br /> I � NAIL SPACINCs SO�E PLAT�
<br /> � ; � Gi��D� � `� ' � 5/8" pIA RIM t0 tOP 7�6 RE�ISTERED
<br /> — � MARK SH�,4tHINCx A.BO�T SPACINC�x/ PLA7E NAfLINC�
<br /> � :°: I 4" GONGR�TE SL�B ON � ` I � : I EDC�E FIELD SfLLPLAT� NAILINc� c�
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<br /> � ::a � GRaD� OVER 4" GRANUL/�R � I � I �/16" OSS 48"o.c. WItN LTP4 G�IPS
<br /> � . .: � PILL. SLOPE TO EAGH � � � I .; I 51U1 ON� SIDE 6��o.c. 12"o.c. 2x Sll.�. P��4T� g 24"o.c. 16d 's 6° . PHI� Mccu� uc� �
<br /> oYER HEAD DOOR FROM I � � STATE OF WASHINGTON
<br /> `Q Nf'• � � M117POINT OF G?�RP�G�. � � :: � ��16�� �S� �� �� 32"o.c. WfTH LTP� GLIPS 16d � �"
<br /> _ I � _ ;; � I SW2 ON� SIDE 4 o.c. 12 o.c. 2x SI�� P�ATE g 16"o.c.
<br /> �;, ,q, PILL � GOMPP�GT W/ � `. �
<br /> �I HANDH�LD D�VIGE. � 6" I I I �/16" OSB �� �� 16"o.c. WItN �tP4 GLIPS „
<br /> � � � , „ I SUJ3 3 o.c. 12 o.c. 2x SILL PL.4T� „ 16d � � �
<br /> z — I -0 I ONE SfD� m 12 o.c.
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<br /> � � �/16" OSB 12"o.c. WItH �TP4 GLIPS „
<br /> I I �� � � � �� S�¢ ONE SfDE 2"o.c. 12"o.c. 2x SILL PLAtE g „ 16d m 3
<br /> f : � , 8 lyd o c PROJECT NAME
<br /> I ` I � � LtP� GLIPS 2 ROWS
<br /> � °_ � � I'-11"I � , 1'-6" �/16" OSB �� �� 24"o.c. UJITH
<br /> � .; � � ;; SW� BOTH SIDES 6 o.c. 12 o.c. 3x SILL PL�4tE m S"o.c. 16d g 6" n T A TT �(�� � �
<br /> J `� 8" GONGRET� STEM W,4LL r 1 �H1v y
<br /> � I � I ' ''� ' � WITH 18" WID� X 8" THK. _ � w6 /16" O �� �� " L7P4 GLIPS 2 ROWS
<br /> I I 3 I � SB 16 o.c. WItN
<br /> ' � �" � � ' S SOTH SIDES �' o.c. 12 o.c. 3x SI�� P��4tE m S"o.c. 16d g 4"
<br /> � _ �;r � I � GONT. GONG. FTG. (U.N.O.) , �
<br /> m S � - I 5 � ,e,l I ' I .�.,�,P. � '� �/16" OSB „ „ 12"o.c. WITN �TP4 GLIPS 2 ROWS
<br /> ��� - - � �,� ,.n � - -1 � '; ;i ; � I Sw� BOTH SIDES 3 o.c. 12 o.c. 3x SILL PLAtE � 6"o.c. 16d � 3"
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<br /> � — — � 55' LDI�G X 48" WIDE x 20" D�EP L °�' ,� I .
<br /> GONG. �TG. PER DETF.IL I�i/A2.2 � � � HATGH INDIGAT�S BLOCK /�LL OSB SH�ARWALL EDC�ES.
<br /> '''� ''. ALL NAILS INto P.t. LLIMB�R SNALL B� CrtALvANIZED. C 0 M M U N I T I E S
<br /> Iq W/ ANG�IOR BOLTS � REINF. FOR I�{ ''�' ' ' �� `- MIN. 24" WIDE O� 2. N,41L ALL LTP4 CLIPS IUITI-� Sd COMMON C.131" D1,4. x 2 1/2") NAILS.
<br /> � HARDY �RAM� P�N�L HPXI2x78 p2 2 � � ' ' :I - � RIGID INSULATION �
<br /> P`2'2 P�R M�R'S. SP�GIFIGATIUONS � � � I � S L,4 B P�R I M�T E R PROYID� 16d SINKER 1.148 DIA.) TOE NAILS �+ 6 o.c. FOR TOP PL�4T� NAfLINC�
<br /> � r H�X-12X�8 HARDY PRAM� I I ` �. I : � IN ADDITION TO 1.TP4 CLfPB.
<br /> � r- P�NEL PER DETP�IL IQ/��.2 I y �' 6r :O�F , 10 �/�i� 3. SH�A7HINCs IS TO B� pIR�GT�1' APPLIED t0 STUDS AND A�� �pC��S B�OGIG�p.
<br /> � M�R'S SPEGI�IG�4TION5 �
<br /> ��_2 ���� 16�_3�� � ��,,; 112�� ;_ �� .:' � �� � �. StUDS AR� t0 BE SINCxL� 3" NOMIN,4L OR tHIGKER AT �4DJOININCs PAN�L �DCa�S ,
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<br /> �C — AND S�-IE�4TNINC� NAILING STACsCx�R�D FOR 5W3, SW�,SW�,SW6, AND SW�
<br /> � �3•O � 5'-4" LONC� X 48" WIDE x i '� " � � 5. SHEATHINCx NAIL.S AR� TO BE DRIYEN SO tHAT TNEfR H�Aps ARE FLUSH WfTI� tHE
<br /> I � ( 20" DE�P GONG. FTG. PER I � I SUI�FAG� OF TN� SH�ATHINC�.
<br /> D�TAIL 20/A2.2
<br /> = I I (NSTALL I-I/8" � HIGH � - - 6. tYPIC,4L �Xt�RIOR - "1/16" OSB. SPAC� NAILS At 6"o.c. �DCs�S, 12"o.c. �IELD. �
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<br /> � � — — — � STRENGTH ANGHOR BOLTS L — _ — — — J 6 `; ;
<br /> 0 � POR �IPX24x8 H?�RDY p�� � � �• 7YPICAL ANCHOR BOLTS �/8" DIA At �8"o.c., �MB�D �", uN��ss otN�Rw�s� Nor��. DRA�ING TITLE �
<br /> �4 r FR,4ME PANELS PER M�fi?'S. 20 � � PROVID� 3"x3"xl/4" PLAt� WASH�RS ON ALL ANGHOR BOLtS.
<br /> � � SPEGIPIG�4TION5 ��•2 S�-�$ �� �I y. � �au1���T I O I �
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<br /> WALL StUD
<br /> 0 � PB i'05T BASE 8 a � CSIMPSON) GOLUMN NAILS/BOL75 ���-� REMARKS
<br /> AI ,41
<br /> STHD10 l2) 2x HF STUD �24� �6d
<br /> SINK�RS I5SUED 130CT2m11
<br /> STHDI� l2) 2x H� 57UD �30� 16d FILE N0. ---
<br /> S INKERS
<br /> A NDUS C2) 2x NF STUD �14) SD5 Y4" SIMPSON
<br /> JOB N0. 1�02
<br /> P�12� x2.� SCREUIB SB 5/8x24
<br /> DRA�N BY TL�
<br /> HDUS �3� 2x +� stu� �2m� S�s Y4�� SIMPSON CHECKED BY �i�l`1
<br /> xz.5 sc�ws sst�za
<br /> REVISIONS ---
<br /> lm i/z" 10 I/2" lm 1/2��
<br /> 6x p�� � C30) SDS Y�." SfMPSON
<br /> 4'-� 1/2" HPUII C4) 2x N� STUp x2.5" SGREWS SBlx30
<br /> 18'-6" �0'-4 I/2°
<br /> 2�'-lm 1/2"
<br /> ��D��C ��� cJC������
<br /> StRAP tl� WALL StI�D
<br /> CSIMPSON) tYPE NAI�S/80�78 REMARKS
<br /> � � U I �� �� ( � I � � � I � SHEET N0.
<br /> � il-10d
<br /> SC,4��: �/�" = ��_�" CS16x�8 2x HF StLlp EAGH END
<br /> I�-16d SINKER � � �
<br /> MStG40 C2r1x N� STUD EA�CH END
<br /> 22-16d SINKER
<br /> Mstc�2 �znx N� stu� �ACN eNp PERMIT SET
<br /> 32-16d SINKER
<br /> MSYC66 C2r1x HF StI�D �AGN END
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