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•� <br /> FOUND. N4TE ��'�� <br /> v <br /> 1 SLAB ON GRADE FLOOR 4" REIFORCED CONCRETE W/#4 REBAR 12" O.C. EACH WAY �� � ��� ��`� <br /> 2 SIMPSON HOLD DOWNS INSTALLED ON QOUBLE ST�UDS TYPE. 15#BLQG. PAPER t/2"GYP. B�, �� ��i 41� ,�/�S' <br /> 3 EXTERIOR FOOTING EXTEND TO DEPTH OF MIN, 18 BELOW FIN. GRADE. � �t,S � KEY : <br /> 4 USE HOT DIPPED FOUNDATION BOLTS, NAILS.AND ANY HARDWARE �/2°C.�,X. PLYWOOQ R-21 INSULATION �� j� �.Y�� M <br /> THAT MAY COME W CONTACT WITH THE acq PRESSURE TREATED LUMBER 1,� �P� o N <br /> 5 PROVIDE MINIMUM OF 3"X3"BY 3/16"THICK PLATE WASHERS � HOLD DOWN HDU5 ¢ ^ z <br /> ON EACH SILL BOLT, @�2"O.C. E.W. SHEARWALL � � � ._}� �X <br /> 2X P,T.SILL PL. 2-CS16 � ¢ N <br /> W.1/2"X12"A,B. 2"RIGID THERMALlR10 8d-4"O.C. MIN, � � w � <br /> �1 26'F R�M E N D S' '� A T P E R I M E T R'N 2 W 2-1 6 d 6"O,C. �- � � � <br /> i � D B L.J O I S T � I N l'E R I O R L O A D B E A R I N G W A L L S � � �, •• <br /> GJI�NI�J I�.� �� d�.��� <br /> �il� (��z �tk�ila i�l�� � W/2-16c@ 16d 6"O.C. N <br /> FOUNDATION SYSTEM N Z N <br /> � 101ST&DIAPH. FLOOR � � � o <br /> �1�1!S j� � i O o I� P L Y W O Q D� [] P O S T 2-2 X 4 N � w <br /> — --�--4 GRAVEL BEDDING � o � <br /> 4" SLAB �� ���/J�i ROOF DRAIN IIP,�� � i% r r � i i � ❑ P O S T 3-2 X 6 <br /> w/ # 4@ 12 O.C. WHERE REQUIRED :�. �- ���� ,-!;i!,�i!,�i!;ii,�i/ �� 30"X30"BY 8" THICK. CONC. FOOTING W. <br /> z �r�+� DOUBLE JOIST �---� <br /> o NAILED W/ - -- <br /> -,' �y�(�!I #4 BARS CONT. 16d-12"o,C. � ❑ � 2#4 BARS E.W. TO SUPPORT POST/ POINTED <br /> @12"O,C, E,W. 6MILL.V.B. LAP SEAMS 12"��',�� OR BEAM <br /> �---� L�AD W/ POSITIVE CONNECTION ; �� <br /> �) ° � 6"PERF.FTG.DR. °O�a 2-#4 BARS CONT, 1 pd g��p,�, BEAM HANGER PSL BEAM • <br /> �o ��� ,� �'- COVEREDW/GRAV�LMIN, 1' 4 �°o I ( oO FlATLOCKIING PERSCHED SIMPSON�s BEAMS: <br /> �\��j��\� BEYOND&6 A�,OVE,/ � � ITT SERIES <br /> FOOTING EDGEPE�IRC 405.1 o PSL BEAM JOIST HANGER BEAM # 1 3 1/2 X 11 7/8 PSL (NOT IN THIS BUILDING) . <br /> 4° GRAVEL BEDDING �\��\����/.� ��(/���`��`/.� BEAM # 2 3 1/2 X 11 7/8 PSL <br /> #4 @ 12' O.C. ��\ �,�, + NA�I ING OF HANGE S <br /> 1�-p'� CONC,FND,ON 1 -4 CQNC.FND.ON SHEAR WALL R BEAM # 3 1 3/4 X 11 7/8 LVL <br /> UNDlSTURBED SOIL �� I,�S S TO BEAM SHALL BE <br /> UNDI5TURBED SQIL <br /> .�1-��� ��„ ����� .�`,� PER MOST RECENT BEAM # 4 3 1 2 X 11 7 8 LVL OR 4X12 DF #2 <br /> F�UND,/ SLAB TYP. 1 �f,���/!�I ��+���� SIMPSON's CATA�OG. BEAM # 5 3 1/2 X 9 1/2 PSL <br /> INT. WALL FOOTING TYP. Z SCALE: 1��= 1� SHEAR WALL OFFSE sDET. 3 TYPICAL 101ST-�EA�I TO BEAM CONNECTION 3 �;� <br /> �, , <br /> ¢ , <br /> SCALE 1"=1' <br /> c/') <br /> � <br /> a� `�' ,— � � :' <br /> a. o <br /> � � � <br /> 40`-10° � � � � <br /> '.'�. � � <br /> 22'-8" '-8�° 17'-6° � � > <br /> � W � <br /> 40'-10° � <br /> W W ... <br /> T.O. FOUND.152.0 22'-5" � � `t �' <br /> �..' <br /> 4 <br /> 1'X1'Cu INTO F.wAt�� _ HDR HDR HDR � p p � <br /> 1 _ � � � - � , - ----------- -- ------- ----------------------------- -- - --- T =__ __ -_ <br />