Laserfiche WebLink
4 5 6 7 8 <br /> UNIT PLAN C- UNIT PLAN'B' UNIT P AN 'C' <br /> W B„ LAN'B' UNIT PL ty <br /> 0PP C) i6-0. OPa� 16�_D�� <br /> t o• 6 Q 6 'L <br /> ti 24� <br /> 0 0 b2 / 8'-0" l / 4'-0" / 6'-0" ? A 6'-0" 2 / 4'0" / 4'-0' / P 6'-0' / P 6'-0" <br /> 24 24 24 24 24 24 24 24 <br /> 10 <br /> - h S07'TTP@ ' a <br /> / / -N (ALIGN W/ A DECK (A <br /> 507 PT 2x8 MUDSILLL AT PT 2x8 MUDSILLL AT <S07 HD ABV) 507 PT 2x8 MUDSILLL AT \S07 C9. <br /> PT 2x8 MUDSILLL AT <br /> 6 2x8 WALL @ REAR 2x8 WALL @ REAR \ 6 6 6 � 2x8 WALL @ REAR 6 6 \ 2x8 WALL @ REAR 6 0 <br /> P1-0 P1 4 P1-4 <br /> • •BLOCK JUT BLOCK OUT •BLOCK OUT BLOCK OUT <br /> :G'D III, AS REO'DOUT AS REO'D AS REO'D AS REDO <br /> )OR FOR DOOR FOR DOOR FOR DOOR BmTL W <br /> FOR DOOR 1 <br /> ENGINEERING P.S. <br /> 4 I 4 5 ^ / 10"WALL ..,N,i.,..v <br /> 10"WALL ^ /,/ 10"WALL / <br /> ,/ \ / 1 � 4 1 "...�... <br /> s07 I S07 \907/ - ,S07 <br /> - I I <br /> � r III <br /> al is I _ al ' <br /> SLAB-ON-GRADE '� SLAB-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE H <br /> PER PLAN NOTE 1 PER PLAN NOTE 1 PER PLAN NOTE 1 PER PLAN NOTE 1 <br /> (ELEV.VARIES) 13_` I- (ELEV.VARIES) (ELEV.VARIES) 13 (ELEV.VARIES) <br /> 17 <br /> 13_` 13` <br /> S07/ ^ S07 J <br /> I\s07 13 I07 / 4-3' / ai Z <br /> Z <br /> v v Q Q <br /> , - 13 J <br /> so '7, j S07 Z CL <br /> I. _ SLAB-ON-GRADE SLAB-ON-GRADE P <br /> RADE SLAB-ON-GRADE ~ r -I.-- PER PLAN NOTE 1 PER PLAN NOTE 1 <br /> IOTE 1 PER PLAN NOTE 1 -I—� PER PLAN NOTES • 0 <br /> LL <br /> pl1 I <br /> I. 61a" 612' // 6 <br /> S07+ <br /> m I <br /> I. ICI P6b '^ <br /> - 24 V/ <br /> P <br /> k <br /> S07 - \ E <br /> I EXTEND CONC. L 'H EXTEND CONC. <br /> WALL THRU WALLTHRU <br /> DEMISING SPACE DEMISING SPACE <br /> SW 9 // SW SW SW SW -N ',. SW 9 /l J <br /> I <br /> 19 I_ - ry SW • 3 C J <br /> or im <br /> j 6 4I608 4/SO6 6 10"WALL / JIB,' L <br /> 1 _ ^ 6 4I506 4/BOB 8 I 1 \\\\4/S06 6 6 4/SO6 4/SOB 6 <br /> \ 9 3 > V 3� (ALIGN W/ ^^`` LU <br /> P 4�506, III b `S07/PER S07` PER P2-2S07 PER P2-2L 507 PER Fq 2-2 / / P2-2 P2-2 HD ABV) i 3 0 <br /> 15 PIER) w / -- 'v / PER >PER § 6 Q <br /> SIM 'S07` / /8' 4/SOB 4/SO6 S07 4/SO6 e m 'V 4/SO6 4/SOB, CIO <br /> +�- \ SIM15 IS, Cr <br /> S07 PIER) PIER) //6" \ 1 0 �V/� w LL <br /> co — <br /> 10"WALL " 6 PfRgeg662 Q <br /> S07 24 aig% d <br /> \ 12"SO PLINTH W/ �507 I \ 12"SO PLINTH W/ / / <br /> (4)#4 VERT.8#4 (4)#4 VERT.8#4 1'7" 0 <br /> TIES @ 10"oc TIES @ 10"Oc <br /> 36 36 30 36 <br /> 4'-11 % 4'-3" / / 8'-3" / / 6'-3" / / 4'-3" f / 6'3" <br /> Pali' ZI 1'-7+z' 1,-21z, 1,-101z, p-71z, 1.-71z" T-1012" 1,-10,, 1•-0„ <br /> J <br /> �I <br /> m <br /> y <br /> O 2 <br /> LEGEND FOUNDATION PLAN NOTES: <br /> 1. Slab-o finical shell bee or mom <br /> of Slab shall be should <br /> over vapor bonier,not over red)finee-draining granular fill per <br /> HOLD DOWN SCHEDULE ^ Geclachnlcal Report.One or more of iha following ahoultl be considered(but are not required)to control slab crecking: G <br /> XX N <br /> SIMPBON DETAIL `SX.%, DETAIL CALL-0UT Fibrous Admitluro a <br /> PLAN CALLOUT HOLDOWN BOLT REFERENCE/ 6,6 W1.4xW1.4 WWM at center a TYPE DIAMETER NOTES Control Joints <br /> - - Pi-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> 1 CS16x48" _ 141SO6 U.O.N. see architectural onrwings for slab depression and slope requirements. JOB NO.: <br /> STRAP <br /> - SLA6-ON-GRADE PER PIJA NOTE 1 2. ProAde ConstructionIControl Joint In Slab per Architectural Drawings.Areas shall be approximately square antl 400-1f or less. 23-239-06 <br /> 2 (2)CS78x48" _ 14/SO6 U.O.N. <br /> STRAPS 3. Bottom of Footings shall be sat on competent,properly compacted Bearing Soil below Frost Depth. <br /> PLOT DATE <br /> 3 NOT USED - <br /> FOUNDATION WALL AND FOOTING 5. Anchor Batts for Exterior Stutl Walls shall be In accordance with P1-6 of the Shear Wall Schedule of 1IS06,u.o.n. 06/08/2023 <br /> - <br /> 4 NOT USED - <br /> I BEARING OR SHEAR WALL ABOVE DATE: 06/08/2023 <br /> - <br /> SCALE: Yd"-1'-0" <br /> VERTICAL xx FOOTING CALL-OUT SEE 2/807 <br /> 5 HTS30 - BEAM TO POST DRAWN: BIDS <br /> - - SW STEP STEM WALL CHCKD: RMH <br /> 6 STHD14 - 17/S07 U.O.N. <br /> X BLDG: SHEET NO.: <br /> LAP BM I2"AND 7 CS1840"STRAP - ATTACH TO HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLlW <br /> 02 n p S <br /> STUDS BLW ', — H J L LKJ <br />