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UNPUBLISHED WORK <br /> 2011 QC Hackworth Group Architecture/Planning,ps <br /> GENERAL NOTES: <br /> 20'-0" I. 8" MIN. GLFARANGE BETWEEN EXTERIOR GRADE � <br /> � ,� UNPROTEGTED WOOD. <br /> 2. ALL WOOD IN GONTAGT WITH GONGRETE TO BE <br /> 1'-lm I/2" . , 16'-3" , ,1'-10 1/2" PRE55URE TR.EATED. <br /> � ' 3. ALL DIMEN510N LINES ARE TO FAGE OF FRAMING <br /> OR GONGRETE, U.N.O.. .,;.,,,�, ,, y „ ,:,,.<: <br /> �,•�s ,�':�, • � ����;�. ,, .y;� <br /> 4. 5EE SHEARWALL SGHEDULE FOR LOGATION AND '�! °� ��'' �<=�is� <br /> SPAGING OF ANGHOR BOLTS. � �" � �� <br /> >h '�' �i.` ""�1'c .��F:,, '"'3�> � .��;. N'f�t�� <br /> /� ✓. INSTALL ALL HOLDOWNS AND HARDWARE PRIOR TO �� �" � r� '�� � <br /> /"t :g�� .t�.. ...:.� ���.r.���������� ����,�.. <br /> Al2A BAGKFILLING. ,R,. rchit � � t �tr � ,tPlanning <br /> 6. UNLE55 A 501L5 IN�/ESTIGATION BY A G2UALIFIED <br /> 501L5 ENGINEER IS PROVIDED, FOUNDATION DESIGN IS 3815 S. Othello St. Suite 100-341 Seattle, WA 98118 <br /> BASED ON A55UMED AVERAGE BEARING GAPAGITY OF 206.443.1181 <br /> 2000 PSF. EXTERIOR FOOTINGS TO BEAR ON FIRM <br /> UNDISTURBED 501L BELOW ORGANIG SURFAGE 501L, A <br /> MINIMUM I'-6" BELOW FIN15H GRADE. ANY BAGKFILL <br /> REQUIRED TO BE THOROUGHLY GOMPAGTED. <br /> la la ' , <br /> � A2.2 a2.2 � � � 24" 5Q. X 8" THIGK FTG. W/ �'� � �,�f� ►� � . <br /> HFX-18X�18 HARDY FRAME � F2.0 � (2) #� EAGH WAY � BOTTOM '� r t° <br /> PANEL PER DETAIL Iq/A2.2 �� L _ J NO REBAR REG2UIRED � � - � � �" � <br /> � MFR'S SPEGIFIGATIONS �7 <br /> � — � - -� a� � - -� — � � ' ,� r� <br /> : <br /> �, � t y�t��� r ��,� <br /> I � - - - - - - - - - - - - - - - -� � I , , �� .��. <br /> I I I I � TYP I�AL P05T I 5 HF 4X4, �S'�. .�5 r�.� C9 <br /> _,, . . <br /> , : . , . . <br /> i : r - - - - - - - - - - - - - - - 1 �: i <br /> U.N.O. �r�N�'�, "�,� <br /> L — ,. r — — � � — —� — J � HARD'� FRAME PANEL <br /> I � 64" LONG X 40" WIDE X 20" I . � ��•� � � ���� <br /> DEEP GONGRETE FOOTING <br /> I :` I W/ ANGHOR BOLTS � REINF. I ".,; I <br /> I ::±' I FOR HARDY FRAME I I I I II I I I <br /> I :: I � '. I S�'T���W��� SC�-T����� � <br /> I `: I I ' I <br /> I �:: I �J�..�� ��. I I <br /> NAIL SPACINCx ��8" DIA RIM TO TOP SOLE PLATE <br /> I : ,. I G����_ I :� I MARK SNEATNINCx A.BOLT SPACINCx/ PLATE NAILINCx <br /> I ,:` I I ::: I EDCxE �IELD NAILINCx <br /> 4" G O N G R E T E S L A B O N SILLPLATE <br /> I I GRADE OVER 4" GRANULAR I '. I — — <br /> I ;; I a p FILL. SLOPE TO EAGH � '.' � �/16" OSB 48"o.c. UJITN LTP4 CLIPS 7�� REGISTER£D <br /> �� ( : I p m OVER HEAD DOOR FROM I ' I ^ SU11 6"o.c. 12"o.c. „ 16 d � 6" <br /> �, � ; � �� MIDPOINT OF GARAGE. � : : � � ONE SIDE <br /> 2x SILL PLAtE � 24 o.c. �� <br /> �' � F I L L � G O M P A G T W/ ' � l/1 6" O S$ L 7 P 4 C L I P S � <br /> I - I I ' I �� �� 32"o.c. UJITN � 1 6 o.c. 16d � 5" . p�i� M c c u� u s H <br /> I �:�:: I H A N D H E L D D E V I G E, W H E R E I , . ( S�2 O N E S I D E 4 o.c. 12 o.c. 2 x S I L L P L A T E " <br /> I I GONGRETE STEM WALL I I ii �I " STATE OF WASHINGTON <br /> I I I ° I SUJ3 �/16" OSB 3 o.c. 12 o.c. 16"o.c. UJITN LTP4 CLIPS 16d � � <br /> I �. I To e� 6" MIN. ABOVE � \ � ONE SIDE 2x SILL PLATE �, 12��o.c. <br /> GARAGE SLAB <br /> 7'PP. i : I I :� I �/16" OSB 12"o.c. UJItN <br /> 4 I I �: I S��' ONE SIDE 2��o.c. 12"o.c. 2x SILL PLAtE �1040��PS 16d '� 3" <br /> _ �� I � I I ` I �/16" os� „ „ 2�"o.c. u11TN LtP4 CLIPS 2 Rou1S PROJECT NAME <br /> 0 I , I 3 I :.' I S��' BOtN SIDES 6 o.c. 12 o.c. 3x SILL PLATE � 8"o.c. 16d � 6" <br /> � � , . � 18 �,I � :°. � �/16" OSB 16"o.c. UJITN <br /> PLAN A222A <br /> I I �� s�, �2.2 �D� '�d 'S�d I I SUJ6 4"o.c. 12"o.c. LTP4 CLIPS 2 ROUJS �� <br /> I : . ��q y� �q G� G�� � _ BOTN SIDES 3x SILL PLAtE � S o.c. 16d � 4 <br /> - - - - - - - - ��- - - - � - - - - - - - B � 12��0 � 4 IPS <br /> ��, � � � �� ' SUJ6 �/1 6' O S B 3��o.c. 12"o.c. • - LT P C L O U J S�� <br /> UJITN 2 R <br /> I = ,: ; � � BOTN SIDES 3x SILL PLATE � � o.c. 16d � 3 <br /> ,= =� ,-�- -,� <br /> � I r � � � ;,:�t" �>r' f?lv'i� !I�:�6�+�'L Qi,T�,�l`i �`` '� �I I <br /> ,. � <br /> I I � ' � � �. <br /> � � � � ,>�" . � `: � r�ir .rtu,�v�'F ���T+�l�i�� � �� � <br /> ,, <br /> , <br /> � � , <br /> � I I'' �t_0�� : � �' � 1 4� . � ,�: �: � � i S" N07ES. <br /> � :: � , .: _ ; � �,, � PREMIER <br /> � i = � �, / „ „ i`�: I'-6" 1. NAIL ALL OSB WALLS W17N Sd COMMON 1.131 o�A.� NA��s. C OMMUNITIE S <br /> i , �-�-- I6 WIn� X 8 THK. SLAB ,� , „ BLOCK ALL OSB SNEARWALL EDCsES. <br /> I °. � a � � � BR'G. LIN� , �� 8 GONGR�T� STEM WALL <br /> � � ; ( � �,; ; � wITH IS" wlnE x 8" THK. ALL NAILS INtO P_t. LUMBER SNALL BE C�ALvANIZED. <br /> � ' i � � � �I �� � GONT. GONGRETE FTG. 2. NAIL ALL LtP4 CLIPS WItN Sd COMMON 1.131" DIA. x 2 1/2"� NAILS. <br /> _ � TMP. � . I � " � � 2 5��� OI� i i : � PROVIDE 16d SINKER 1.148" DIA.) tOE NAILS � 6'b.c. �OR tOP PLAtE NAILINCs <br /> ' �r � �t � ; ` G��]�� �i I IN ADDItION t0 LtP4 CLIPS. <br /> 'n AI � : i,r� � I �hl �� i i ° � - <br /> , � I 4 �oN�R�T� SL�B oN ; 3. SNEAtNINC� fS 70 BE DIRECtLY APPLIED t0 StUDS AND ALL EDC�ES BLOCKED. <br /> � ` � ' • � � GRADE OVER 4" GR,4NULAR �1 ; � <br /> I � �" FILL. RIGID INSULATION �OR i i: � = 4. STUDS ARE t0 BE SINCsLE 3" NOMINAL OR tNICKER At ADJOININCs PANEL EDCsES <br /> :. i � � ��"�:: 1'-�" „ = <br /> � ; i � 24 AT SLAB PERIMET�R. PILL 1 i' ' � _� AND SNEAtNINCs NAILINCs StAC�Cs�R�D �OR SW3, SW4,SW5,SW6, AND SW� <br /> � �, . <br /> ' i ` # GOMPAGT W/ HANDHELD I i ` <br /> � i 1 ':1 :; � � 5. SNEAtNINCs NAILS ARE t0 BE DRIvEN SO tNAt tNEIR NEADS ARE �LUSN WItN tNE <br /> I �� DE�/IG�, w�+Er� r�a. �. ;;, , I DRAWING TITLE <br /> �: SUR�ACE O� tNE SNEAtNINCs. <br /> � �4 _ � - � � f.� . I <br /> � � �C�U�1��T I O�1 <br /> � , i , � �' � �i ( 6. 7YPICAL EX7ERIOR - �/16" OSB. SPACE NAILS A7 6"o.c. EDCsES, 12"o.c. �IELD. <br /> � - I � ; �'[: ..: <br /> . � � = i'� ��� :.` � 7. tYPICAL ANCNOR BOLtS 5/S" DIA At 48"o.c_, EMBED �", UNLESS OtNERWISE NOtED. �I <br /> -- . ` " i� ' ��' PROVIDE 3"x3"xl/4" PLAtE WASI�ERS ON ALL ANCNOR BOLtS. <br /> — ---- ��I �l <br /> - - - - - - - - - � t � �l � <br /> � 6 � I ; � � ; I <br /> a� AI I i;�. ' !.��: :..' I <br /> 0 �� � � i:�. : ��; <br /> , 8 5Q. GONG. 'PLINTH CJL�$ 0� i- � . '. � HOLDOWN SCHEDULE <br /> �p W/ PB P05T BASE � � i:!' ��; `: � <br /> 24" 5G2UARE GONG. �7�A�� � � `��� �_� � wA��a�uc <br /> �`f NOLDd1N ANGlaOR <br /> � FOOTING — � ' I � [ •i_ '� ;� �� I�Bir�soN� co�uwrt� �NAILS/SOLTB eo�r I <br /> ISSUED 28SEPT2m11 <br /> � DN. 2 I �- . _, r .:. ( <br /> ,� f�l I 5TEP5 � , : , :: :: , . . I ��� I STHDIm �z��x+�STUD g4�� FILE N0. --- <br /> I <br /> — — — — — — — — — — — — — — — — <br /> � �4 �4J� �dG� �dG� 9THDI4 l2)Zx HF STUD �9��� J�B N�. 1913 <br /> 8 a HOLDDOWNS PER I HDU5 �z�zx+�S,�D xz!������� �5,� I DRAWN BY TLB <br /> AI AI DETAIL 17/A2.2 <br /> (TYP.) NDue ���zx►�sTu� «o�apar, sirtPsar I CHECKED BY ��'M <br /> I� xzz� scr�u� ssT�za <br /> NDUII bx RL n ���gDgy�„ 91Mf'80N I REVISIONS --- <br /> A2.2 (4)Zx NF STUD xzs' sc�u�s sei�m <br /> ��������"�jY'�'��°��'��� ��������� �L00�2 tIE SGNEDULE <br /> �'` ��9�� � ��t��9��� :���l11F2�I� <br /> AI�A ��� ��� ���.�� sr+�,aQ Ti� waa.L aruD <br /> CSIMf'8�1) TYPE ILS/BOLTS �A� <br /> ����:'��T�I� �T fiC9�1T1�1(��) ---r <br /> � � GSIbx4B Zx HF 3TUD II-I0d <br /> EAGH END <br /> I I/2° � S�� I MSTG40 1Z72x I-F STUD IEAGH END�R NOT U9ED I <br /> � 8'-0�� � �2�_0�� MSTG5Z lZYlx I-F STUD E�E�R SHEET N0. <br /> . I I <br /> � �� MSTCbb 1Z71x I-F 9TUD EAGH END R <br /> � 20 -0 � � � � <br /> � � � I �� �� I � I � �� � I � <br /> SCALE: 1/�" = 1'_m" PERMIT SET <br /> ���� �� �U����+�' <br /> F��1/���11�� ��� �'�r�����1` <br />