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Ambleside - IN - Frankton - Master Struct - Foundation-S-6.0
METAL HANGER BEARING WALL AREA OF FLOO BEAM / HEADE INTERIOR BEA INTERIOR BRA INDICATES POS * INDICATES HOL LEGEND OR OSB SHEA \A1;4'-0" REFER TO S-0 FOR TYPI \A1;{\Farc \A1;HTT TE PROVIDE (2) STUD A TYPICAL HOLD-DO {\Farchtitl.shx DRAWN BY: AMK CHECKED BY: JGF DATE:10/22/21 M&K JOB #: 160-15003 REVISION # & DATE DESCRIPTION HOLDOWN SCHEDULE SYMBOL SPECIFICATION \A1;* ANCHOR HOL {\LALTERNATIVE TO \pxt26;SIMPSON HD-1 SIMPSON HTT4 HO - OR - HD-2 SIMPSON MSTC40 PARTIAL 2ND FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" OPT. BEDROOM 6 w/ BATH 6 OPT. 1 \A1;{\H0.83333x;3" O.C. EDGE NAILING \A1;{\H0.83333x;(SEE NOTES)}} \A1;16" F.T. U.N.O.\P(@ 19.2" O.C. MAX SPACING \A1;GIRDER DRAG TRUSS (350 PLF) \A1;HD-1 \PBELOW (2)2x4 \A1;HD-1 \PBELOW (2)2x4 \A1;FLOOR GIRDER TRUSS \A1;16" F.T. U.N.O.\P(@ 19.2" O.C. MAX SPACING (2)2x4 \A1;FLOOR GIRDER TRUSS OR (2)1{\H0.7x;\S3#4;}"x16 PA* S-2.0 B \A1;LADDER TRUSS (2)2x4* (2)2x4 PARTIAL SLAB FOUNDATION PLAN SCALE: 1/4"=1'-0" OPT. BEDROOM 6 w/ BATH 6 OPT. 2 \\A1;A1;20'-20'-0" 3{\P/H0.L 75x;TO P/\S1#L 2;}" \A1;20'-3{\H0.75x;\S1#2;}" \A1;4'-0{\H0.75x;\S1#2;}" SD.04 5 \A1;HD-\A1;1 HD-1 PA* PA* PA* TYP. @ HD S-6.0 A \A1;20'-0" PL TO PL \A1;1'-10{\H0.75x;\S1#2;}" PLOTTED: October 27, 2021 / Karl G. Kattermann / AMBLESIDE - IN - FOUNDATION PLAN S-6.0 PRODU REV DATE # NOTE: INITI CURRE PLAN SHEET NPC P STAMP (c) C JL 04/30 09/24 20' Unit 2463 Indiana Division 11590 North Meridian Street, Suite 530 Carmel, Indiana 46032 08/10/22