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0 <br /> 0 <br /> ( 1 � UNIT PLAN 'B T P <br /> ' 2 / UNILAN 'B' 3 UNIT PLAN 'B' 4 <br /> z <br /> — o <br /> PT 2x8 MUDSILLL AT / PT 2x8 MUDSILLL AT <br /> 2x8 WALL REAR / 7 /// 7 2x A <br /> 8 WALL @ REAR �• o ¢ <br /> v <br /> 8: 6. 8 \507./ 07. 6 6 6 6 S07 6� _ _ l wow <br /> \ <br /> BLOCK OUT <br /> BLOCK OUT BLOCK OUT <br /> AS REO'D <br /> AS REQ'D AS REQ'D <br /> FOR DOOR FOR DOOR FOR DOOR <br /> Ii BTL <br /> Ik ENGINEERING P.S. <br /> L X -10"WALL � 10"WALL �.•u,,.,.,. ..�.u=, <br /> /^4 <br /> 7 <br /> S07 <br /> I I SLAB-O_N_--G-_-_- aW .WTa. SLAB-ON- <br /> GRADE1PLAPER P(ERANOTE WI f PO GNOTE <br /> E 1 <br /> (ELEV VA ELEV.VAR ) (ELEV.VARIES) <br /> x, <br /> F? <br /> S <br /> — 13 13 <br /> 13 <br /> . 4-21. s+ ; II S0� • scwPr Asa• smn <br /> S07 - ��' a am• <br /> +q <br /> SD7 <br /> —- —— MTE <br /> - - ' \ PEWIn BET aea]rzat9 <br /> a <br /> SLAB-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE <br /> PER PLAN NOTE 1 PER PLAN NOTE i <br /> I I I �' � � PER PLAN NOTE 1 <br /> I <br /> O <br /> 1- i 507 le, Z <br /> s e Q a <br /> � s07 <br /> Z a <br /> I I I <br /> 650 8 .s6� <br /> \\ <br /> S07 07 � tO <br /> E <br /> 1 <br /> I <br /> J <br /> O SW SW SW S07 10"WALL O = <br /> SW h SW 3f <br /> - <br /> \ - C <br /> //ff�� W <br /> 30 6 4/S06 - 6 4/SO6 4/SO6 6 6 4/S06 3 4/SO6 6 i LU <br /> 12"SO PLINTH W/(4)#4 P2-2 ) wK 0 <br /> 3 3 Z <br /> VERT.8#3 TIES @ 12"oc 6" PER S07 PER P2-2507 PER S07 P2-2 <br /> 4/SO6 , 4/SO6, 4/SO6 PE 6 4/ER Cr V <br /> 8'3^ ii'_riy,'rzV SIM 6'_3" 4'3" f 4,_3" / / 8,_3„ i1'-8'z'i C W LL <br /> O <br /> � *r <br /> C <br /> N <br /> m <br /> c <br /> LEGEND FOUNDATION PLAN NOTES: <br /> PLAN SIMPSON BOLT DETAIL S� XX_ DETAIL 1. <br /> G.otec nical Report,One Fibrous Admixture or mom of the following should be considereda(but am of required)tolcraclkng: <br /> HOLD DOWN SCHEDULE -gre e shall be a thick,u o.n Slab shall be poured <br /> EDOWN REFERENCE/ 6x6 W1.4xW1.4 WWM at center <br /> HO <br /> CALLOUT LDO DIAMETER NOTES Control Joints TYPE JJJ--- <br /> --"--- -- - -' --- Pi-x ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> CS16x48" see architectural drawings for slab depression and slope requirements.rements JOB NO.: <br /> 1 L STRAP 14/SOB U.O.N. <br /> - " - - --14IS08 U.O.N.--- - - SLAB-ON-GRADE PER PLAN NOTE 1 2. Provide Construction/Control Joint in Slab per Architectural Drawings.Areas shall be approximately square and 400-sf or less. 23-239-06 <br /> 2 (2)CS16x48 <br /> 3. <br /> om of <br /> STRAPS FOUNDATION WALL AND FOOTING S. Anchor Bolts for Exterior Stud Walls shall be i properly nce with <br /> ted Bearing Soil below Frost Depth. <br /> Footings <br /> p PLOT DATE <br /> 3 - NOT USED - - n accordance with Pt-B of the Shear Wall Schedule of v506,ao.n. 08/03/2023 <br /> -.- _ ----_I r- <br /> BEARING OR SHEAR WALL ABOVE <br /> 4 - NOT USED DATE: 08/03I2023 <br /> - - - -- - SCALE: Y"=1'-0" <br /> VERTICAL xx FOOTING CALL-OUT SEE 21S07 DRAWN: BDS <br /> 6 HTS30 -{ - BEAM TO POST <br /> - SW STEP STEM WALL CHCKD: RMH <br /> 6 STHD14 - 17/S07 U.O.N. <br /> -----" - - <br /> LAP BM 12"AND x BLDG: SHEET NO.:7 HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> -CS18x30"STRAP _--� STUDS BLW_ E SOZ <br />