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HomeMy WebLinkAbout005-S12 Foundation - Shear Wall - Framing Plans24' - 0"15' - 1"EXISTING GARAGE SLAB NO WORK NEW 4" CONCRETE SLAB w/ THICKENED EDGE-INSTALL 6MIL VAPOR BARRIER 2 s5.0 Sim 7' - 7 1/4"7' - 3 3/8"7' - 3 3/8"4' - 0"7" HD Load Path from Above HD Load Path from Above CS-PF OPENINGsee detail for ABCS-PF PANEL2" FOAM @ PERIMETER.-SEE DETAIL 2/s5.0 8" SONOTUBE TYPICAL @ DECK POSTS w/ (3)#4 VERTICALS WITH BOTTOM HOOKS GARAGE SLAB TO SLOPE TOWARDS DOOR 1/8:1FT 2X12 CLOSED STAIR STRINGER, TYPICAL.-(2) 5/8" THROUGH BOLTS @ EACH SUPPORT POST R @ 0' - 7 1/4"15 PACKED GRAVEL LANDING A: TENSION STRAP 1,800 LB.= SIMPSON MSTC28 ** PLEASE NOTE: SUBSTITUTE STRAPS OR HD ALLOWED w/ MEETING CAPACITY REQUIRES ON PLANS** ** VERIFY A.B. PLACEMENT AND OTHER HOLD DOWNS CAST IN CONCRETE PER SHEAR WALL PLAN** : HOLDDOWN 1,800 LB Post Cast Anchor to be Titan Lag or Epoxy Threaded Rod which meets or exceeds 1,800lb force. ie Titan 1/2" Dia x 3" Embedment. = SIMPSON HD3B 1,895lb when fastened to 2x4 member. = DTT2Z =STRAP TIE MSTC28 : HOLDDOWN 2,475 LB = SIMPSON HDU4-SDS2.5 :: 1,500 LB DECK LATERAL TIE PER IRC-(2) INSTANCES REQUIRED. = DTT2Z = PROVIDE SOLID 2X BLOCKING FOR 3" EMBEDMENT @ LEDGER.::option = USE DTT1Z IN (4) LOCATIONS ALONG LEDGER. 2X BLOCKING FOR 3" EMBEDMENT @ LEDGER. a2.1 2 a2.13 5 a2.1 3' - 0"3' - 0"9' - 5"3' - 0"5' - 7"2' - 10"8' - 2"4' - 0"15' - 0"1' - 8"3' - 2"3' - 2 1/2"3' - 2"12' - 9 1/2" BWL A BWL B BWL 1 BWL 2 A HD Load Path from Above CS-PF PanelCS-PF OpeningA HD Load Path from Above HD3(2)2X8 HDR (2)2X8 HDR (2)2X8 HDR (2)2X8 HDR DB16X6 POSTS TO ABU66Z POST BASE, TYPICAL 6" LC POST CAP @ ENDS6" AC POST CAP @ MIDDLE Sill: 3' - 6"A3T 3' - 0"x 3' - 6" Sill: 3' - 6"A3T 3' - 0"x 3' - 6" 05 042X8 LEDGER w(2) DTT2Z 7' - 3 5/16"7' - 3 5/16"4' - 0"2X12 CLOSED STAIR STRINGER, TYPICAL.-(2) 5/8" THROUGH BOLTS @ EACH SUPPORT POST TJI 210 Series 11 7/8" Joist @ 16" o.c. a2.1 2 a2.11 a2.1 4 5 a2.1 BWL ABWL B BWL 1 BWL 2 6' - 0"6' - 2 1/4"3' - 10 1/4"7' - 6"5 1/2" HD5HD4 5' - 0"5' - 0"5' - 0"7"3' - 0"2' - 10 1/4"6' - 0"2' - 6 3/4"3' - 0"3' - 0"4' - 11"2' - 0"2' - 5"3' - 2"1' - 11"3' - 0"7"ACS-PF PanelCS-PF PORTAL OPENING 9 s5.0 Sim CS-PF Panel CS-PF Opening 9 s5.0 SimA AAHD3RB1 2x8 DF#2 Deck Joists @ 16" o.c.-2x8 Ledger w/ Face Mount HU28-2x8 Rim Board DB16x6HD3Sill: 5' - 0"F15' - 0"x 2' - 0"06 03 02 01Sill: 4' - 0"A2T 2' - 0"x 3' - 0" Sill: 3' - 6"C1 3' - 0"x 3' - 6"Sill: 3' - 6"A3 3' - 0"x 3' - 6" Sill: 3' - 6"C2 3' - 0"x 5' - 0" Sill: 3' - 6"C2 3' - 0"x 5' - 0" Sill: 3' - 6"A3T 3' - 0"x 3' - 6" 2X8 LEDGER DTT2Z DECK TIES @ (2) LOCATIONS-(3) SDS SCREWS VERTICALLY @ 32" O.C. LSCZ Stringer Connector per MFG.2x Treads / Risers11'-6" nominal15'-0" nominal8'-0" nominala2.11 5 a2.1 NEW OVERFRAMED ROOF PLANE TO ALIGN WITH EXISTING ROOF PLANE DROPPED RIDGE BEAM NEW ADU DECK BELOW9" / 12"9" / 12"9" / 12"5" / 12"RB1 2X8 DF#2 ROOF RAFTERS-BLOCKING @ RIDGE AND TOP PLATE 2X8 DF#2 ROOF RAFTERS-BLOCKING @ RIDGE AND TOP PLATE 2X8 DF#2 ROOF RAFTERS w/ 2X8 FASCIA FOR OVERFRAMING CONNECTION 2X8 SLEEPER w/(3) 16db NAILS @ EACH EXISTING RAFTER BELOW, FOR RAFTER OVERFRAMING OVERHANG PER CALCS3' - 0"DRAWN BY: SCALE: FOR CONSTRUCTIONPROJECT: pobox 2016 Bozeman, MT 59771(406)531.9671 millerdesignbuild@gmail.com DATE:PROJECT NO REVISION DATE 1/4" = 1'-0" s1.2 sm Foundation / Shear Wall / FramingPlans Garage / ADURemodel 116 (114 ADU) S. 11th AveBozeman, MT 59715 11224-22-2023 1/4" = 1'-0"1 Footing / Slab 1/4" = 1'-0" Tension Strap - Hold Down Legend 1/4" = 1'-0"2(N) Garage Shear / Wall Framing 1/4" = 1'-0"3(N) 2nd Floor Shear / Wall Framing 1/4" = 1'-0"4(N) Roof Framing