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UNPUBLISHED WORK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
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<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
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<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
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<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 /> ,= =� ,-�- -,�
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<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.
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<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
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<br /> � 6 � I ; � � ; I
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<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 .:. (
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<br /> 8 a HOLDDOWNS PER I HDU5 �z�zx+�S,�D xz!������� �5,� I DRAWN BY TLB
<br /> AI AI DETAIL 17/A2.2
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<br /> SCALE: 1/�" = 1'_m" PERMIT SET
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