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1 2 3 4 5 <br /> - � ;� <br /> � <br /> HOLD DOy� ANCHOR DIA. STUD BOLTS DGE DISTANCE Ed E BEDMENT 5/8'� dia. x 12" A.B. Ca? 4'-0" o.c. <br /> PHD2/HD2A 5/8" 2- 5/$" 1 3/4" 12" (TYP_ U.N.O.� 12" FROM EA. END. <br /> PHD5/HD5A 5/8" 2- 3/4" 1 3/4" 16" SHEAR �YALL MIN. 7" EMB. & BP 5/8 PL DRIVE4�/AY CONC. SLAB <br /> HD6A 7/8" 2- 7/8" 1 3/4" 24" PER PLANS <br /> ND8A 7/8" 3- 7/8' 1 3/4" 24" CONC_ SLAB PER PLAN <br /> HTT16 6/8" 18-16d 1 3j4� 12" PER PLAN <br /> HTT22 5/8" 32-16d 1 3/4 24° � <br /> E.N. <br /> , . . .a _ _ qZ5.224.fi2�1 � � EVERErT,WA <br /> a SHEAR WALL 4x P05T � ° � � � � E <br /> PER STRUCTURAL n4 <br /> a DE816N � ORAFTIN� � INTERIORS <br /> INTERIOR FINISH + + + + + + + + <br /> + T + + + + + � /�/�/�/�j�/ � + � + + -r + T <br /> SIMPSON HDA 2x4 PRESSURE TREATED DOUGLAS FIR ��j�\/��j��j�\/�\/` + + + + + + + + � /��//\�//\�//\�//\�/j � + + + T + + \ + + <br /> PER PLA /� // // // // // + + + + � + + � T ����j�/�/ \/�/�/ /��� �i�" �, <br /> ° ��'\�%\��\��\�� � \ \ \ \ \i� +-�+ ����/�\�� �� �� ����/' <br /> SIMPSON SSTB ANCHOR BOLT PER i��/���j/�j/ //�j/�j/�//�� z /\�j/\�j`� <br /> ANCHOR EAD TABLE y�/ SIMPSON CNW COUPLER ��� /\\//�\/�� � ��j� <br /> � � // / <br /> /\�/ N ������ <br /> z ����/ r � (N) CONC. FOOTING <br /> � y�// 1-#4 T&B <br /> ,��/�/��/��/ N <br /> ��%�/%�//�//j\ » <br /> . (N} CONC. FOOTING �2 <br /> � yy/ 1-#4 T&B VIEW RIDGE ADDITI4M <br /> ���i��������i��i��i,��i,��i,�����'�� . <br /> i��i���i�.i,.� <br /> ������ EMBED. FTG. A MIN. <br /> OF 12" INTO NATURAL <br /> S01 L, <br /> 12" p <br /> Scale: N.T�S. � ������� �� 1 �'� F le le: N.T.S. � ��e � �� �� ��, F le le: N,T.S, � <br /> ��� ������� File: � �� <br /> ns.�.�m. - <br /> � PLY�yD SHTH'G 5/8" dia. x 12" A.B. NOTE: <br /> PER PLAN 4x6 GIRDER FLOOR JQISTS PER PLAN @ 4' oc, 12" FROM EA- ALL EPDXY EMBEDS TO BE INSPECTED <br /> SHEAR 4VALL END, MIN. 7" EMB. (U.N.O.) <br /> PER PLANS & BP 5/8-2 PL. <br /> {N) CONC. SL46 - DOy�EL �3 @ 36" o.c. FROM (N} SLAB <br /> � TO {E) F-fG. MIN, 4'� EMB, & EPDXY <br /> / E.N- � SEE FDTN PLAN W/ 51MPSON SET EPDXY. <br /> OR EQUAL. <br /> (ly} SIMPSON PC44 <br /> + + T r + + + + � � + � T r + + + (E) FTG <br /> (N) 4x4 POST + f + + + T T + + + + + + T + + + <br /> + + + + + + + + + + + + + + + + + t N C o N C S�A B <br /> + � � � � � � � � + + + + + + + � - SEE FDN. PLAN <br /> � (N) CONC. PIER ��/��/�\/�\/�\/ /�\/�\/�\/� �� <br /> (N) SIMPSON PB44 F�NISH GRADE \/��\��\j� ���\\��\ C <br /> / //. � � + + + + � � + � � <br /> � (N) CoNC, FOOTING �/���j���j���/�� + + + T <br /> \ \ \ \ + � � + �T+ T + + + � + � <br /> /� / / f + + + + T T + � + T <br /> �'��/��/��/��/��/��/� ���/�����,/,�/.� i� Vy/ 1-#4 T & B ��/ / i <br /> z `'�����/i��///\\//�\\//\ \�/// ���\/�\�% ///�///�/�\%/��� <br /> � ���� EMB. FTG A MIN. \��\\���\ <br /> °� \ � 12" INTO NATURAL <br /> 15" <br /> rn��aw�„��: <br /> � 1.Copyright 2016 MAS�esi�Servlces. <br /> Scale: N.T.S. Sca►e: N.T.S. z.Tr��er$i�ew�ra�r�9 s�rv�. <br /> Scale: N.T.S. 3.Fa��,m����y.o��o���rs� <br /> � ' File: ' ' File: <br /> � �� F I(8: P��on fw any other use a rePr��. <br /> B I& � <br /> NOTE. �K DATE � DESCRIPTION <br /> �N� POST ABOVE - �OWNERAPPROVAL <br /> SIMPSON A35 EA_ SIDE ALL EPDXY EMBEDS TO BE <br /> INSPECTED - �PERMITAPPLICATION g <br /> - �BIDDING <br /> (E) SLAB _ EXIST'G FTG. NEW FTG. - �CONSTRUCTION <br /> / EXTERIOR STUCCO -�`� � � <br /> o j 15# FELT INTERIOR - - I <br /> 26 GA_ G.I. STUCCO = FINISH -- � <br /> � yyEEP SCREED vy/ 1/4"� - EXTERIOR �� � <br /> AN HOLES AT 36" O.C, STUD VdALL a . ° ° � a ` d .a. '- � <br /> a a . Q � -- � <br /> a <br /> a a. <br /> �E� FOOTING � ° ' a° o PROJECTNUMBER: �16.28 <br /> 4" �1(N. TO G RAD E--� I � a. a ° � APPROVED 6Y: � <br /> (N) CONC. PAD PER PLAN 2" MIN- TO CONC_ 4 . I a a Q � PROJECTDIRECTOR i <br /> I I I—I I I I I=)(�I I=�I � . I I=I f I I I ' � ° 4i q Q 4 q a PROJECT DESIGNER � <br /> —IIIII_IIIII q IIIII= ° ° OB�T�N: � <br /> ,��i�=^--= d a <br /> I�I I I I_�� � <br /> i I I I—I I l I I=I► a 4 4 � ° � v D��BY: ,�S <br /> 1111=_ a a a <br /> i�'I�—II p Q. . afl . a . . <br /> � -„ - a CONCRETE 4 . `a o . a � a � � <br /> A 12" ° a a FooT►Nc � a a ° ° � C o n s t r u c t i o n <br /> � � � � � ma d qa4. . a D'�L���S A <br /> � a <br /> � a ° a. <br /> a a a. <br /> DOYyEL 1-#4 TOP & BOTf. x 24" LONG <br /> NE1N TO EXIST'G FTG_ MIN. 6" EMB. & ° G � � <br /> —�- P A D P E R P L A f�l E�ox,r wr� S�MPso►v ET-22. ��Bo #4945; ; � � r � <br /> LARR 25185 <br /> � <br /> � �� F le-1e: N.T.S. � � � '� F le:le: N.T.S. �� � �� F le:le. N.T.S. - <br /> 1 2 3 4 5 <br />