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struct foundation framing plans
102103GRILL MECH UPAAAHOSEBIBWORKBENCH SINK 204 206207203201205202BEDROOM 203 BUILT-INS BUILT-INS LAUNDRYBATHROOM 204 LINEN REFRANGE KITCHEN 201 SITTING 202 DNCLOSET CLOSET HOOKS / BENCHB BCCCPANTRY DW BOOKS161 SQFT 61 SQFT 26 SQFT 11 SQFT 16 SQFT 278 SQFT 18 SQFT 69 SQFTC JC JC J C J C J C J C J C J C J C J C J C J C JC JC JC JC JC JC JC JC JC JAA 1 1 1 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 3 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 1 S4.1 _______________________________________________________________________________________________________________________________________________________________________________________________6x62C-56x62C-6PSL 5 1/4 x 11 7/8 2FB-2 PSL 5 1/4 x 11 7/8 2FB-1 W10X682FB-4GL 5 1/2x181H-9STAIR OPENING 11 7/8" TJI 210 @ 1' -4" O.C. w/ ITS2.06/11.88 11 7/8" TJI 210 @ 1' -4" O.C. w/ ITS2.06/11.88 11 7/8" TJI 210 @ 1' -4" O.C. w/ ITS2.06/11.88 11 7/8" TJI 210 @ 1' -4" O.C. w/ ITS2.06/11.88 11 7/8" TJI 210 @ 2' -0" O.C.w/ ITS2.06/11.8811 7/8" TJI 210 @ 2' -0" O.C.w/ ITS2.06/11.88(2)-2x8 1H-7 11 7/8" TJI 210 @ 2' -0" O.C.w/ ITS2.06/11.88(3) 2x10 DF-L S.S. 1H-2 (2) LVL 1 3/4" x 11 7/8 1H-5 (2)-2x81H-411 7/8" TJI 210 @ 2' -0" O.C.w/ ITS2.06/11.88(2) LVL 1 3/4" x 11 7/8 1H-6 2 S4.1 _______________________________________________________________________________________________________________________________________________________________________________________________ (2)-2x8 1H-1 2 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ (2)-2x8 1H-8 (2) LVL 1 3/4" x 11 7/82FB-54 S2.0 _______________________________________________________________________________________________________________________________________________________________________________________________BOOK CASE ABOVEA 4x6 @ 1' -4" O.C. w/ LH: LUS46 HANGERS 1.1 1.1 1.2 1.2 1.1 w/ ITS 1.81/11.88 HANGERS LVL 1 3/4 x 11 7/8 BLKG. (3) 4x6 EQ. SPACED w/ LH: LUS46 HANGERS (2) LVL 1 3/4" x 11 7/82FB-66x6 CHORD 6x6 CHORD 4 S2.0 _______________________________________________________________________________________________________________________________________________________________________________________________ SIM. 5 S2.0 ________________________________________________ 1 1 1 1 3 S4.1 _______________________________________________________________________________________________________________________________________________________________________________________________ (3) LVL STAIR STRINGERS, SEE SECTION FOR ADD'L INFO. LVL 1 3/4 X 11 7/8 w/ HUC11 EA. END AA 1 1 1 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 3 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 1 S4.1 _______________________________________________________________________________________________________________________________________________________________________________________________(2) LVL 1 3/4" x 11 7/82RB-9GL 3 1/2x122RB-12(2) LVL 1 3/4" x 11 7/82RB-4(2) LVL 1 3/4" x 11 7/82RB-5@ 2'-0" O.C. w/ MIU1.81/11.88LVL 1 3/4 x 11 7/8 G.S. OUTLOOKER@ 2'-0" O.C. w/ MIU1.81/11.88LVL 1 3/4 x 11 7/8 G.S. OUTLOOKER(3) 2x10 DF-L S.S.2H-2(3) 2x10 DF-L S.S. 2H-3 (2)-2x8 2H-4GL 5 1/2 x 92H-1GL 5 1/2x24 2RB-1 GL 5 1/2x24 2RB-2(2) LVL 1 3/4" x 11 7/82RB-6GL 3 1/2x122RB-3(2) LVL 1 3/4" x 11 7/82RB-11(2) LVL 1 3/4" x 11 7/82RB-10(2) LVL 1 3/4" x 11 7/82RB-8(2) LVL 1 3/4" x 11 7/82RB-7 @ 2'-0" O.C. w/ MIU1.81/11.88 LVL 1 3/4 x 11 7/8 G.S. OUTLOOKER LVL 1 3/4 x 11 7/8 G.S. @ 1'-4" O.C. w/ LSSR1.81 LVL 1 3/4 x 11 7/8 G.S. @ 1'-4" O.C. w/ LSSR1.81 LVL 1 3/4 x 11 7/8 G.S. @ 1'-4" O.C. w/ LSSR1.81 DBL RAFTERDBL RAFTERDBL RAFTERDBL RAFTERDBL RAFTERDBL RAFTER DBL RAFTER DBL RAFTER(2)-2x62.5C-16x62.5C-2(2)-2x62.5C-36x62.5C-4LVL 1 3/4 x 11 7/8 G.S. @ 1'-4" O.C. w/ LSSR1.81 2 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________GL 5 1/2x10 1/22H-56x62.5C-5@ 2'-0" O.C. w/ MIU1.81/11.88 LVL 1 3/4 x 11 7/8 G.S. OUTLOOKER 1 1.1 1.11.1 1.1 ________________________________________________10 S0.4 4 PL. 22 2 2 PLAN NOTES 1. NONE KEYED NOTES 1. CMSTC16 VERTICAL STRAP TO SHEAR WALL CHORD STUDS w/ END LENGTH PER MANUFACTURER. INSTALL STRAP ON TOP OF SHEATHING. STRAP TO CLEAR SPAN SUB-FLOOR (FASTENERS NOT REQUIRED IN CLEAR SPAN.) SEE DETAIL 1/S0.4b FOR ADD'L INFO. 2. LVL 1 3/4 x 11 7/8 @ 1'-4" O.C. w/ LSSR1.81 LEGEND # (?)-## # # # (B) BEAM TAG -SEE BEAM SCHEDULE FOR ADD'L INFO (H) HEADER TAG -SEE HEADER SCHEDULE FOR ADD'L INFO (L) LEDGER TAG -SEE LEDGER SCHEDULE FOR ADD'L INFO SHEAR WALL TAG, SEE SHEAR WALL SCHEDULE FOR ADD'L INFO. DIAPHRAGM TAG, SEE DIAPHRAGM SCHEDULE FOR ADD'L INFO LATERAL STRAPPING TAG, SEE LATERAL STRAPPING SCHEDULE FOR ADD'L INFO.(?)-##(C) COLUMN TAG -SEE COLUMN SCHEDULES FOR ADD'L INFO. (P) PIER TAG -SEE PIER SCHEDULE FOR ADD'L INFO. INDICATES HOLDOWN, SEE HOLD DOWN SCHEDULE FOR ADD'L INFOHD# C#INDICATES CONCRETE WALL (SEE CONCRETE WALL SCHED. FOR ADD'L INFO) INDICATES WALL STEPW S CANTILEVERED RAFTER, SEE FRAMING PLANS FOR ADD'L INFO. 4x4 @ SPACING PER PLANS (2) -SDS25312 (NS/FS), TYP. DIMENSIONAL LUMBER BLKG. SIMP. HANGER, SEE FRAMING PLANS FOR ADD'L INFO. FLOOR BEAM, SEE FRAMING PLANS & BEAM SCHED. FOR ADD'L INFO. FLOOR SHEATHING, SEE FRAMING PLANS & DIAPHRAGM SCHED. FOR ADD'L INFO. PLYWOOD WEB FLOOR JOIST, SEE FRAMING PLANS FOR ADD'L INFO. WALL SHEATHING, SEE FRAMING PLANS & SHEAR WALL SCHED. FOR ADD'L INFO. 2x6 @ 16" O.C. WALL FRAMING (BEARING WALL) 2x6 @ 16" O.C. WALL FRAMING (BEARING WALL) EDGE NAILING, TYP. 10d TOE-NAILING @ 8" O.C., TYP. EDGE NAILING, TYP. A35 CLIP 4"2 1/2"1 1/2"3"1/2" TYP. 4 1/2" A A 1/4 TYP. 3/8" PLATE x AS DIM'D. w/ (2) 5/8" Ø THRU-BOLTS A - A 2FB-4 1/4 TYP. 3/8" PLATE x AS DIM'D., TYP. 2FB-22FB-1 AA 1 1 1 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 3 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 1 S4.1 _______________________________________________________________________________________________________________________________________________________________________________________________6x60C-46x60C-76x60C-12 S4.1 _______________________________________________________________________________________________________________________________________________________________________________________________ 2 S4.0 _______________________________________________________________________________________________________________________________________________________________________________________________ 16' - 0 3/4"16' - 0 3/4"6x60C-26x60C-3HD1 HD1 HD1 HD2 HD2 1' - 7 1/2"6' - 2 1/2"7' - 4 7/8"9 7/8"10 1/4"3' - 2 1/2"2' - 5 7/8"4' - 10 7/8"3' - 4 1/4"8' - 1 1/4"8' - 1 1/4"3' - 4 1/4"6 7/8"2' - 2 1/2"6 7/8"3"15' - 9 3/4"6 7/8"2' - 2 1/2"6 7/8"3"15' - 9 3/4"15' - 9 3/4"3"4 3/8"11' - 1 1/8"7 1/4"(2)-2x60C-8(2)-2x60C-5F10 6" S.O.G. w/ #5 @ 12" O.C. EA. WAY TOP (1 1/2" CVR.) 16' - 0 3/4"16' - 0 3/4"22' - 11"11' - 5 1/2"11' - 5 1/2"________________________________________________7 S0.3 T.O. FTG. = 96' - 4"T.O.W. = 100' - 4"T.O. BLK. OUT = 99' - 2" T.O. BLK. OUT = 99' - 2" T.O. BLK. OUT = 99' - 6" T.O.W. = 100' - 4" T.O.W. = 100' - 4" W S W S W S W S T.O.W. = 100' - 4" W S W S T.O.W. = 100' - 4" T.O.W. = 100' - 4" T.O. FTG. = 96' - 4" T.O. FTG. = 96' - 4" T.O. FTG. = 96' - 4"T.O. SLAB = 100' - 0" 1 S0.3 ________________________________________________ 1 S0.3 ________________________________________________ 1 S0.3 ________________________________________________ C6 C6 C6 C8 C8 C8 F1 F1 F1 F1 C6 ISSUE DATE:910 Brooks Street, Suite 203Missoula, MT 59801406.542.2849www.aeg.designPROJECT NO:2/7/2024 3:40:58 PMIssue Date S2.0 STRUCTURAL PLAN305 SOUTH 5th STREETBOZEMAN, MT. 59715NEW GARAGE / ADUPERMIT SET23-040 1/4" = 1'-0"1 FOUNDATION PLAN 1/4" = 1'-0"2 SECOND FLOOR FRAMING PLAN 1/4" = 1'-0"3 ROOF FRAMING PLAN 3/4" = 1'-0"4 COVERED ENTRY ROOF DTL. 1 1/2" = 1'-0"5 PSL BEAM TO STL. BEAM REVISIONS DATE DESCRIPTION