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I • .� ol <br /> w UNIT PLAN'C' UNIT PLANS' TI UNIT PLAN B TI UNIT PLAN'C' ol <br /> :-za ��a�) za _I ~ !yil 9@9 9e9 <br /> I k f 6-00 ? 4'-0u;za <br /> 24 4 <br /> _ y <br /> n (ALIGN W/ DECK <br /> S07j PT2x8MUDSILLLAT PT 2x8 MUDSILLL AT- -507, HDABV) w $07, PT 2x8 MUDSILLL AT �S07 PT 2x8 MUDSILLL AT b4i 3 <br /> ----- -�_ '--� 8 -- 6. 6 � 2x8 WALL�REAR 6 6 �- 2x8 WALL(REAR 6 �... `� <br /> 2x8 WALL REAR 2x8 WALL @ REAR _ o <br /> - •--� CK O _- --__ • <br /> JUT y BLOCK OUT BLOCK OUT � -BLBLOCK OIfT � � <br /> :Q'0 I AS REQ'D AS REQ'D REOCK OUT <br /> >OR FOR DOOR FOR DOOR FOR DOOR FOR DOOR <br /> BTL <br /> /I./ 10"WALL - 10"WALL I 10"WALL 10"WALL 'I ENGINEERINP.S. <br /> s07 1507, S07- Spj <br /> 7 T <br /> �`` <br /> ir- <br /> • 'S07r - . <br /> I <br /> `I Ia al I` <br /> SLAB-ON-GRADE S B-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE n <br /> PER PLAN NOTE 1 PER PLAN NOTE 1 - PER PLAN NOTE PER PLAN NOTE i <br /> III (ELEV.VARIES) 13 (El EV.VARIES) (ELEV VARIES) t3 (ELEV.VARIES) <br /> S07 <br /> III I I I <br /> 4'-2 / 4'-2" -I <br /> ,Al -- IIII <br /> 3` <br /> I S07 — S07 <br /> 13 13 <br /> I_ <br /> I I \ <br /> -- <br /> -ry Z <br /> Q <br /> 13 <br /> 113 <br /> 13 <br /> S07 I I _- __ .S07. Z a <br /> SLAB-ON-GRADE SLAB-ON-GRADE <br /> RADE I SUAB-ON-GRADE PER PLAN NOTE 1 PER PLAN NOTE 1 SLAB-ON-GRADE O <br /> IOTE 1 PER PLAN NOTE 1 J • —J PER PLAN NOTE 1 - • <br /> - - �--- L <br /> I � <br /> 612 2. -. 6 <br /> S07 <br /> � I <br /> - � If1 I I I IIIIE, � <br /> I I <br /> 6 <br /> EXTEND CONIC. F... ' LIT III EXTEND CONIC. - _.i Q <br /> WALL THRU -'+-�'I� fI! WALL THRU <br /> \ \ ''� \ <br /> DEMISING SPACE DEMISING SPACE \---- <br /> U I <br /> SINI sw m sw sw - - --�W/ 4 sw B // sW <br /> — - _ O O J <br /> 1 L <br /> 6 4/SO6q/BD6 6 r 10"WALL tx� m 6 4/SO6 4/506 6---- - r 4/SO6 6 fi 4/S06 4/S06 fi N <br /> F t1ER' B P2-2 '.S07 P2-2 - \.507 P2-2]- _„ - ^^11 W <br /> S07 S07 PER -� PER 15\ PER / PER P2-2 �3 PERi 3I m 4/SO6 v .� 4/S06 4/506, S07' 4/SO6 ai,S07 -. \ cz <br /> (2.�,z 'r---� \ SIM 4/S06 41S06 v <br /> \ 15 (1'-5" Y (2'_2' \ W <br /> S07 PIER) / o 507" 1 -- PIER) PIER) 6 C) U <br /> sv m X 6 \ 36 - �o //6" \ _.(ALIGN W/ L! U <br /> 10"WALL / J '-6 r t0"WALL " S6 \ HD ABV) a <br /> \ , a <br /> 12"SQ PLINTH W/ �- - <br /> (4)#4 VERT.8#4 S07 .I_ 12"SQ PLINTH W/ <br /> (4)#4 VERT.&#4 0 <br /> I- TIES 10"oc ----_ L-_ TIES @ 10"oc -•4 <br /> -- (30�r 36 <br /> 3fi 4'-11�� 4�-0.� .k__�I�- -8.-0�� �_�.. _.—_._8�3��— _.-_. 4�3�� _ 8�3�� / / 5'0" / W <br /> y @ I <br /> 1'-712" =I 1'-7+2.' 1._2,2" _1,_ip+z' 1-712" `1`72" 1'-101i'- 1'-10" <br /> z <br /> QI <br /> N <br /> ON a <br /> LEGEND FOUNDATION PLAN NOTES, 0= <br /> 1. Slab artg tl shall be 4"m ck u o n.Slab shall be poured aver vapor barrier placetl over frds dra n n tar fill g grams per - <br /> HOLD DOWN SCHEDULE /^ Geotech calRptt One or more of the following shouts be consitleretl(but are not requretl)to control slab crocking: <br /> -- - - 4 \ DETAIL CALL-OUT a <br /> SIMPSON BOLT DETAIL SJ(.X Fibrous Atlmalure Q <br /> -- 6x6W1axW1,4WWMatoanter <br /> C PLAN ALLOUT TYPE DIAMETER NOTES HOEDOWN REFERENCE/ Control Jo n(s <br /> ---j -- - - - PI-XI ANCHOR BOLTS FORSHEAR WALL ABOVE PER SCHEDULE 011/106 <br /> 1 C _ 14/SOB U.O.N. see architectural tlrav4ngs for slab depression antl slope requirements. JOB NO.: <br /> STRAP <br /> SIAB-ON-GRADE PER PLAN NOTE 1 2. Provide Contra ,WControl Joint in Slab per Architectural Dravmigs.Areas shall be approximately square and 400-sf ar lass. 23-239-06 <br /> (2)CS16x48" _ ____ <br /> 2 14/SOB U.O.N. y compacted Bearing Sail below Frost Depth. <br /> STRAPS 3. Bottom of Footings shall be set on competent,proper) <br /> 3 NOT USED PLOT DATE <br /> _ FOUNDATION WALL AND FOOTING 5. Anchor Bolls for Exterior Stud Walls shall be in acwrdanoe wM P14i of the Shear Wall Schedule of 1/Sfl6,u.o.n. 06/08/2023 <br /> -�-- -- -- <br /> BEARING OR SHEAR WALL ABOVE <br /> 4 NOT USED - <br /> DATE: 06/08/2023 <br /> - <br /> SCALE: y"=1"0" <br /> _ VERTICAL FOOTING CALL-OUT SEE 2/S07 <br /> S HTS30 - BEAM TO POST --- DRAWN: BDS <br /> SW STEP STEM WALL CHCKD: RMH <br /> 6 STHD14 - 17/S07 U.O.N. <br /> BLDG: SHEET NO.: <br /> x - <br /> LAP BM 12'AND HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN 02 <br /> 7 C576x30"STRAP - ATTACH TO <br /> STUDS BLW <br />