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HomeMy WebLinkAbout006-S50 Details10" CPS4(CPS6, CPS7 similar) D 95 ABU44(ABU66, ABU88 similar) D 91 Dowel (CJTPS) included with connector 89 D 4x4 post 4" min. Typical CPT44Z Corner-Flush EdgeInstallation (CPT66Z and CPT88Z similar) Extent of header with double portal frames (two braced wall panels) Extent of header with single portal frame (one braced wall panel) 2'-18" finished width of opening for single or double portal Fasten sheathing to header with 8d common or galvanized box nails in 3" grid pattern as shown Header to jack-stud strap per Table R602.10.6.4 on both sides of opening opposite side of sheathing Tension strap per Table R602.10.6.4 (on opposite side of sheathing) If needed, panel splice edges shall occur over and be nailed to commonblocking within 24" of the wall mid-height. One row of 3" o.c. nailing is required in each panel edge Fasten top plate to header with two rows of 16d sinkernails at 3" o.c. typ. Typical portal frame construction Min. double 2x4 post (king and jack stud). Number of jack studs per Tables R502.5(1)& (2) Braced wall line continuously sheathed with wood structuralpanels in accordance withIRC Section R602.10.4.2 Anchor bolts per Section R403.1.6 Min. (2) 1/2" diameter anchor boltsinstalled per Section R403.1.6 -with 2" x 2" x 3/16" plate washer Pony wall height 12' Max total wall height10' Max heightMin. double 2x4 framing covered with min. 7/16" thick wood structural panel sheathing with 8d common or galvanized box nails at 3" o.c. in framing (studs, blocking and sills) as shown, typ. Min. length of panel per Table R602.10.5 Min. 3" x 11-1/4" net headerSteel header prohibited OVER CONCRETE OR MASONRY BLOCK FOUNDATION OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION(When portal sheathing does not lap over band or rim joist) OVER RAISED WOOD FLOOR - OVERLAP OPTION(When portal sheathing laps over band or rim joist) Wood structural panel sheathing over approved band or rim joist Wood structuralpanel sheathing to top of band or rim joist Wood structuralpanel sheathing continuous overband or rim joist Nail sole plate to joist per Table R602.3(1) Nail sole plate to joist per Table R602.3(1) Approved band or rim joist (2) Framing anchors applied across sheathing joint with a capacity of 670 lbs in the horizontal and vertical directtions Attach sheathing to band or rim joist with 8d commonnails at 3" o.c. top and bottom Nail sole plate to joist per Table R602.3(1) Nail sole plate to joist per Table R602.3(1) Wood structural panel sheathing over approved band or rim joist Approved band or rim joist Min.overlap 9-1/4" Min. 7/16" woodstructural panel sheathingSECTIONFRONT ELEVATION 6X6 NEWEL POST GUARDRAIL 3 7/8" 3 7/8" 4" SPHERE SHALL NOT PASS THROUGH ANY OPENING IN GUARDRAIL VERT. DISTANCE FROM THE SLOPED PLANE ADJOIING THE TREAD NOSING 3/4"WHEN SKIRT BOARD IS OPEN, 6" SPHERE SHALL NOT PASS UNDER BOTTOM OF GURADRAIL STAIR PROFILE - TYP. SKIRT BOARD NOTE: SIMILAR FOR HORIZONTAL GUARDRAIL WHEN RISER IS OPEN, 4"SPHERE SHALL NOT PASSBETWEEN RISER AND TREAD.3' - 0"3 7/8"STRINGERAT 1ST FLOOR 4x MIN 2x8 @16"o.c. STUD WALL BELOW STRINGERAT LANDING A35 EA SIDEEA STRINGER 2x BOTT PL w/ 16d@4"o.c. 2x12 STRINGERS @12"o.c. w/ LSC HANGERS A35 EA SIDEEA STRINGER STRINGERAT 2ND FLOOR DBL. 2x MIN or 1-3/4" LVLBEAM 5 "M IN CPS4 COL. BASE - EMBED GALVANIZED THREAD ROD 10" EACHWAY W/ SIMPSON STRUCTURAL EXPOXY ** ABU COLUMN BASES CAN BE SUBSTITUTED CPTZ STYLE PREFERRED COLUMN BASE OPTION. CPS4 COL. BASE - EMBED GALVANIZED THREAD ROD 10" EACHWAY W/ SIMPSON STRUCTURAL EXPOXY ** ABU COLUMN BASES CAN BE SUBSTITUTED ALTERNATE GROUND LOCATION FOUNDATION WALL REBAR - EXPOSED IN A LOCATION CONVENIENT FOR SERVICE REQUIREMENTS. EXPOSED REBAR TO BE ELECTRICALLY CONNECTED TO ENCASED REBAR IN ACCORDANCE WITH ARTICLE 250.52 (A)(3) OF NEC. GROUND WIRE SIMPSON LTP4 0' - 4"1' - 4"2' - 0"48" OVERALL LENGTH OF 2" CLOSED CELL RIGID INSULATIONMIN.0' - 6"2' - 6" 1' - 0" 0' - 2"CLR.0' - 3"#3 Bar @ 24" GRID ; CENTER REBAR IN SLAB P.T. SILL PLATE W/ SILL SEAL FOAM 1/2" A.B. W/ 3" PLATE WASHER = 48" o.c., Unless Noted Otherwise on Shearwall Schedule (2) #4 CONT. (1) #4 CONT. #4 J Bends @ 24" O.C. 2x6 DF#2 Stud Wall 6MIL VAPOR BARRIER WRB - TYVEK OR SIMILIAR SHEATHING PER STRUCT. WALL INSULATION PER RESCHECK 1/2" G.W.B. - PRIMED / PAINTED VAPOR BARRIER - PER IRC 2X6 WALL STUD SIDING PER ELEV. min. 0' - 1 1/2"to 1 1/4" min.ø 0' - 2"max0' - 2 1/4"PROVIDE SOLID BLOCKING AT HANDRAIL SUPPORTS. TOTAL PERIMETER = 4"- 6" TOTAL PERIMETER = 4"- 6" MAX 0' - 2 3/4"MIN.0' - 1 3/4"RAIL OPTION #1 RAIL OPTION #2 34"-38" ABOVE TREAD NOSING NOTE= RAIL HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS AND HANDRAILS ENDS SHALL BERETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS SHALL HAVE A SPACE OF NOT LESSTHAN 1 ½" BETWEEN A WALL AND THE HANDRAIL #2 IF THE PERIMETER IS GREATER THAN 6 ¼” SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES @ CONCRETE = P.T. PLATE w/ 1/2" MECHANICAL A.B @ EACH END P.T. STRINGERS @ GROUND CONTACT ROOF FINISH PER ELEV. 1.5" AIR SPACE BAFFLE, when vented 1X4+2X8 FASCIA 2X BLOCKING *NOTE= 1 HR. RATED EAVES @ 2' OVERHANG OF SETBACK ADD 5/8" TYPE X G.W.B. TO UNDERSIDE OF SOFFET UNDER SOFFET FINISH MATERIAL.. VENTED SOFFIT PANELS - OR UTILIZE 2" SOFFET VENT WITH BUG SCREEN. PER ELEV. - VERIFY W/ G.C. DRAWN BY: SCALE: FOR CONSTRUCTIONPROJECT: pobox 2016 Bozeman, MT 59771(406)531.9671 millerdesignbuild@gmail.com DATE:PROJECT NO REVISION DATE As indicated s5.0 sm Details Garage / ADURemodel 116 (114 ADU) S. 11th AveBozeman, MT 59715 11224-22-2023 1 1/2" = 1'-0"1 TYP. COLUMN BASE 1/2" = 1'-0"3 UFER GROUND DETAIL 3/8" = 1'-0"9CS-PF PORTAL FRAME 1" = 1'-0"2 F1 - EXTERIOR FOOTING DETAIL 1 1/2" = 1'-0"8TYP. EXTERIOR WALL 1" = 1'-0"5GUARD RAIL 3" = 1'-0"6HANDRAIL 3/4" = 1'-0"7TYP. STAIRS 1" = 1'-0"4 EAVE DETAIL - RAFTER