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