Laserfiche WebLink
i <br /> 1 UNIT PLAN 'C' 2 UNIT PLAN'B' 3 UNIT PLAN'C' 4 - <br /> 1'0" / / PeP�'L 8'-5" / PePP��6'6" 6'1" / P. 6-0„ / 40 4,0„/ 6.-8.9e vl / e'S" 9e 9� / / 1'0., L, a <br /> 24 } 2,1 24 24 24 24 <br /> __...I S07;TYP@ ¢ m <br /> /7 DECK ,A, (ALIGN W/ 7' t > ro <br /> t§i> PT 2x8 MUDSILLL AT S07 PT 2x8 MUDSILLL AT <S07 HD ABV) S07 PT2x8MUDSILLLAT n 3 <br /> 6 x L @ REAR \ 6 6 2x8 WALL @ REAR 6 6 6 \ 2x8 WALL @ REAR 6 _� <br /> wow <br /> P1-4 P14 P14 <br /> BLOCK OUT BLOCK OUT T OUT BTL <br /> AS REO'D AS REREDO1 AS AS REO REO'D 6 <br /> FOR DOOR FOR DOOR I FOR DOOR (ALIGN W/ <br /> HD AB � <br /> ENGINEERING P.S. <br /> 10"WALL /, f 10"WALL <br /> S07 so <br /> Fir <br /> a a I I <br /> ry LAB-ON-GRADE SLAB-ON GRADE SLAB-ON-GRADE <br /> PER PLAN NOTE 1 PER PLAN NOTE 1 PER PLAN NOTE 1 <br /> (ELEV.VARIES) 13 (ELEV.VARIES) (ELEV,VARIES) IS <br /> S07 - <br /> I I <br /> 13 <br /> S07 <br /> I <br /> � I <br /> / 'S07> I I a <br /> 13 <br /> l � <br /> / 4'-3" / S07 / 4a Z <br /> Z <br /> 111 e 1 Q Q <br /> ,., <br /> 13 I <br /> �13 J <br /> l S07/ . <br /> SLAB-ON-GRADE S07 Z d <br /> •--� <br /> SLAB-ON-GRADE PER PLAN NOTE 1 SLAB-ON-GRADE J <br /> i1 T PER PLAN NOTE 1 PER PLAN NOTE 1 O <br /> LL <br /> I <br /> Sol S07 <br /> v - <br /> so <br /> / <br /> _ EXTEND CONC. O <br /> WALL THRU <br /> - \ DEMISING SPACE <br /> SW SW SW SW .i 9 / J <br /> SW c J <br /> \ 6 4/SO6 k�/S06 6�. _.. PER P2-2 P22 -1 <br /> —� <br /> i <br /> 6 4/SO6 �4/SO6 6 - 4/S06 fi � N O <br /> P2 2 3 507 A W <br /> `L 4 PER �507 4/SO6 PER PER P2-2 W U' <br /> —— <br /> e 4/So6 4 (1'-6" 4/SO6 / 4/sae, S07�q/gO6 Stcz <br /> —_ \ (2'4 on PIER) SIM _ <br /> 6 _. ._ .. PIER) 15♦ \ PIER) 6 a) U <br /> (ALIGN W/ 6"// S07 �6-r �. //6' LL <br /> HD ABV) 12"SD PLINTH W/ \ / X 10"WALL 507, W � (ALIGN ) W <br /> 8 --10"WALL "' h HD ABV) Q <br /> S07 ... r -1 S07 a <br /> ` _ 12 <br /> / / C(4)#4 VERT.8#4 "SO PLINTH 4 <br /> (4) VERT.&if <br /> 36 TIES @ 10"og 30 30 TIES #4 @ 10"oc <br /> 38 ^' <br /> I'll / / 5'-0" / W <br /> 1'-0" 1'-10"- 1'•10+z' T-71z" 1'71z' 1'-2,z• //y�� <br /> LEGEND Q •c�F <br /> ----- - FOUNDATION PLAN NOTES: J <br /> 1. Slab-orvgratle shall be 4"thick,u.o.n.Slab shall be poured aver vapor barrier placed over treeE2lning granular 011 par :S <br /> HOLD DOWN SCHEDULE ^ Geotechnlcel Report.One or more of the following should be considered(but are not required)to control slab creckh,g!XX <br /> PLAN SIMPSON BOLTER DETAIL 'SX.X♦ DETAIL CALL-OUT Fibrous Admixture <br /> CALLOUT DIAMET <br /> a <br /> HOLDOWN REFERENCE/ 6x6 W1.4xW1.4 WAM at center <br /> T' <br /> PE NOTES Control Joints 7� <br /> - P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S0B <br /> 1 CS16x4T' _ 14/SO6 U.O.N. see archkeclural drawings for slab depression and slope requirements. JOB NO.: <br /> STRAP <br /> SLAB-ON-GRADE PER PLAN NOTE 1 2. Provitla ConstrudioNConlrol John In Slab per Archlteclural Drawings.Areas shell be approximately square and 400.sf or less. 23-239-06 <br /> 2 (2)CS16x48" _ 14/SO6 U.O.N. <br /> STRAPS 3. Bottom of Footings shall be set on competent,properly compacted Bearing Soil below Frost Depth, PLOT DATE <br /> FOUNDATION WALL AND FOOTING 5. Anchor Solis for Extedor Stud Walls shall be In accordance with P1-6 of the Shear Wall Schedule of 1/SO6,u.o.n. OB/06/2023 <br /> 3 — NOT USED — -- <br /> BEARING OR SHEAR WALL ABOVE <br /> 4 — NOT USED — DATE: 06/08/2023 <br /> SCALE: Ye'=1'-0" <br /> - 5 VERTICAL _ BEAM TO POST xx FOOTING CALL-OUT SEE VS07 DRAWN: BDS <br /> HTS30 <br /> _ SW STEP STEM WALL CHCKD: RMH <br /> 6 STHD14 — 17/507 U.O.N. <br /> X BLDG: <br /> 7 CS18x30"STRAP — ATTACHACH TO SHEET NO.: <br /> LAP B AND HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> ^o^ <br /> STUDS BLW <br />