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HomeMy WebLinkAboutS2.1FoundationPlan_072220211 1 2 2 3 3 4 4 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 BB CC EE FF GG HH II JJ 108'-0" 1'-4"106'-0"8" 14'-0"8'-0"7'-6"13'-2"7'-6"13'-2"7'-6"13'-2"8'-0"14'-0"15'-6"14'-0"12'-0"24'-6"6'-6"5'-6"15'-6"3'-0"6'-0"15'-6"14'-0"12'-0"24'-6"6'-6"5'-6"15'-6"3'-0"6'-0"6 S1.3 6 S1.3 6 S1.3 6 S1.3 6 S1.3 1 S4.1 TYP.9'-0"3'-0"3'-0"9'-0".THICKENED EDGE OF SLAB .THICKENED EDGE OF SLAB .THICKENED EDGE OF SLAB .THICKENED EDGE OF SLABC J 7'-9"7'-9" SLAB JOINTS @ 6'-0" MAX. TYP. @ EXTERIOR SLABS 2 S4.1 TYP. P3x6 P3x6 (4) 2x4 TRIMMER (1)2x4 KING(4) 2x4 TRIMMER (1)2x4 KING9 S1.3 9 S1.3 9 S1.3 9 S1.3 4" CONC. SLAB-ON-GRADE P2.5B P2.5B 11 S1.3 11 S1.3 NORTH UNREINFORCED T.O.S. 100'-0" AA 11'-6"4'-0"9'-0"66'-0"10'-0"5'-6"11'-6"4'-0"9'-0"1'-4"22'-0"62'-0"22'-0"8" 108'-0"66'-0"10'-0"5'-6"DDC2C2C1C1C1C1C1C2C2C2C2C2C2C2C2C2C2C2 P2.5AP2.5AP2.5AP2.5AP2.5AP2.5AP2.5A P2.5A3'-4" TYP.2'-0" TYP.2'-0" TYP.P2.5A 3 S4.1.1'-4" W x 1'-6" DP THICKENED EDGE w/ (2) #4 TOP & BOTTOM & # 4 BENT TIES @ 18" O.C., TYP (4) 2x4 TRIMMER (1)2x4 KING(4) 2x4 TRIMMER (1)2x4 KINGF1B F1B F1B F1B TYP. TYP. F1A TYP. P2.5A P2.5A 12 S1.3 12 S1.3 3 S4.1 C2www.lpwarchitecture.com PHONE | 406.771.0770 15 FIFTH ST. SOUTH GREAT FALLS | MT 59401 SHEET NUMBER: PROJECT NUMBER: DATE: CHECKED BY: DRAWN BY: THIS DRAWING IS THE PROPERTY OF THE ARCHITECT. IT HAS BEEN PREPARED SPECIFICALLY FOR THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ARCHITECT. © 2018 L'HEUREUX, PAGE, WERNER, PC No.Date Submittal Schedule Submittal TOWNHOME APARTMENTS7/14/2021 9:32:09 AMS2.1 21-01-135 BP TLFOUNDATION PLANTRADITIONS SUBDIVISION7/6/2021 PLAN NOTES: 1. REFERENCE SHEET S2.4 FOR SHEARWALL SCHEDULE, ANCHOR BOLT REQUIREMENTS, HOLDOWN SCHEDULE AND LATERAL DETAILS. 2. CORRIDINATE LATERAL DETAILING AND CONSTRUCTION WITH FRAMING PLAN. 3. WET SET ALL HOLDOWN ANCHORS UNLESS NOTED OTHERWISE. 1/4" = 1'-0"1 FOUNDATION PLAN Revision Schedule No. Revision Date 7/15/2021 STRUCTURAL ONLY