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�WA <br /> 563W <br /> Eart, <br /> »-�11019 <br /> SIMPSON URFP @ 24"oc-(E) <br /> MUDSILL TO(E)CONIC.WALL <br /> TO 4x4 POST E)RETAINING TO 4x4 POST <br /> (SEE SO4) (SEE SO4) <br /> WALL&FOOTING <br /> 4 SIZE ASSUMED 4 <br /> 1 -- - LLJ <br /> >GO <br /> O <br /> (E)RET. w N <br /> WALL STEP <br /> ` HOLD DOWN SCHEDULE Q�F— <br /> PLAN HOEDOWN BOLT DETAIL Z LLJ <br /> EMBEDMENT CAPACIn <br /> r__, CALLOUT TYPE DIAMETER REFERENCE 00 <br /> 1--* <br /> O <br /> c R 1705# <br /> STRAP U.O.N. N> <br /> L J <br /> N O w <br /> (2STRAPSB 3410# U.O.N. <br /> II I <br /> I E)RET. O CMST14x68" 6475# 14/S06 <br /> WALL STEP STRAP U.O.N. <br /> I <br /> �/e'G j ALL-THREAD 4O HDUB-SDS2.5 ROD W/SIMPSON 12" 5785# U.O.N. <br /> —(E)FTG SET-3G <br /> I r—�, ASSUMED, <br /> I � i ® i nP. <br /> L__J I <br /> I I I I <br /> I I I I <br /> CRAWLSPACE FRAMING 1 <br /> 1 I UNVERIFIED/OUTSIDE <br /> OF SCOPE BTL <br /> 7 <br /> 1 1 ® ENGINEERING P.S. <br /> 1 � I 4z5-82-z zo <br /> 2'-0"SQ x12"THICK resit wOoamwte soot,.o m,dtaB,swT"top <br /> FOOTING W/(2)#4 E)6"STEM W/16"xB" woonnavnte,con 9eanusa <br /> 1 1 BARS EA.WAY BOTTOM FTG ASSUMED PHONE:a2seta a4ae FAX <br /> I <br /> '9ep+d• I s PROJECT NUMBER: 23-564-18 <br /> s s��szRO� I ? <br /> ROJELT MFNhGER: RMH <br /> 1. yTG�OO F OAR BY BDS <br /> DnTE: 11-13-2023 <br /> � • I � i , I REv\E`1') REwaipMs: <br /> I <br /> I I I 1 I <br /> I I 1 I <br /> 'TO 4x4 POST TO 4x4 POST <br /> (ALIGN W. TO 4z4 (ALIGN W. TO 4x41 1 <br /> HDABV) Au�, <br /> HD AM POST I <br /> I I <br /> —— ————— — FOUNDATION PLAN NOTES <br /> i. Bottom o oobngs shall be set on competent properly compacted Beanng Soil below Frost Depth, <br /> "0 ALL-THREAD&3 z3"SIM"PLATE <br /> WASHER 20"oC W/8"SIMPPON 2. Anchor Bolts far Exterior Stud Walls shall be n accordance with Pi 6 of the Shear Wall Schedule of 1/SIN,u.o.n. <br /> SET-XP EMBED TO(E)CONIC.WALL <br /> FLOOR FRAMING PLAN NOTES: <br /> 3. Fasten(E)Sheathing to )Framing with WSV2S Subfloor Screws(#9 z 2 or or 'O x Nails as follows: <br /> Fming,Edges I., <br /> Fraraming,Field 10"0c <br /> _ Boundaries,Blocking,Struts 6"oc <br /> r 7 F —1r See Drawings for other Sheathing Nailing requirements. <br /> L T J 4. Floor Joists shall be as indicated on plan. <br /> (E)DECK FTGI S. Replace all severed joists.Match(E)size&location. <br /> TO REMAIN, <br /> nP. <br /> LEGEND <br /> r � <br /> I EXISTING FOUNDATION WALL AND FOOTING <br /> I 4+i ':•,:t!:: I FOUNDATION WALL AND FOOTING <br /> L—__—J <br /> X% DETAIL CALL-OUT <br /> Sx.x <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/606 <br /> O BLOCKTHRU FLOOR FOR POST ABV(MATCH POST AREA ABV) <br /> !!!! LOWER FLOOR FRAMING/ <br /> HOEDOWN TO WALL ABOVE PER SCHEDULE ON PLAN FOUNDATION PLAN <br /> 0 1 2 4 8 18 �- <br /> 1l4 <br /> S02 <br />