HomeMy WebLinkAboutAmbleside - IN - Frankton - Master Struct - Foundation-S-5.0REFER TO S-0 FOR TYPICAL
DRAWN BY: AMK
CHECKED BY: JGF
DATE:10/22/21
M&K JOB #: 160-15003
REVISION # & DATE DESCRIPTION
{\LOUTSIDE ELEVATION}
{\LSECTION A-A THROUGH PIER}
{\LINSIDE ELEVATION}
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL H
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN\PMIDDLE 24
\A1;FASTEN SHEATHING TO HEADER WITH 2{\H0.7x;\S1#2;}"x0.13
1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" P
SEE TYP. CORNER FRAMING DETAIL
\A1;FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 3{\H0.7x;\S1#4
\A1;3"x11 {\H0.7x;\S1#4;}" MIN. HEADER (SEE PLAN)
\A1;3{\H0.7x;\S1#4;}"x0.148" NAILS IN (2) ROWS
\A1;NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WAL
{\LPLAN VIEW OF CORNER DETAIL}
\pxqc;PORTAL\PFRAME\PWALL SEGMENT
\A1;3{\H0.7x;\S1#4;}"x0.148" NAIL AT \P12"
\A1;ANCHOR BOLTS PER CODE (2 MIN.)\PWITH 2"x2"x{\H0.7x;\S3
\A1;10'-0" MAX.\PTO TOP OF HEADER
\A1;FINISHED WIDTH < 18'-0"
\A1;MIN. PANEL WIDTH BASED ON \P6:1 HEIGHT-TO-WIDTH ASPEC
\A1;{\Farchquik.shx;EXTENT OF HEADER}
BLOCKING AS REQ'D FOR SHEATH'G SPLICE
\A1;10'-0" MAX.\PTO TOP OF HEADER
\A1;FINISHED WIDTH < 18'-0"
SCALE: N.T.S.
GARAGE PORTAL FRAME BRACING ELEVATION
SHEATHING FILLER\PAS REQ'D
{\Farchquik.shx;A}
A
\A1;2{\H0.7x;\S1#2;}"x0.131" NAIL @ \P6" O.C.
KING STUD
\A1;{\H0.7x;\S7#16;}" OSB OR {\H0.7x;\S1#2;}
\A1;12' MAX. WALL HEIGHT
\A1;FASTEN HEADER TO KING \PSTUDS W/ (6) 3{\H0.7x;\S1
MIN. (2) JACK STUDS OR AS NOTED ON PLAN
\A1;{\Farchquik.shx;EXTENT OF HEADER}
\A1;12' MAX. WALL HEIGHT
\A1;3"x11 {\H0.7x;\S1#4;\H1.429x;" MIN. HEADER (SEE PLAN
MIN. (2) JACK STUDS OR AS NOTED ON PLAN
\pxql;LOCATE HEADER @ TOP OF OPENING
\A1;END LENGTH
BOTH SIDES OF GARAGE DOOR
{\Farchquik.shx;A}
\pxql;LOCATE HEADER @ TOP OF OPENING
JACK STUD
\A1;ALTERNATIVES TO {\H0.7x;\S1#2;}" DIA. ANCHO
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIM
\A1;END LENGTH
115 MPH WIND SPEED (ULT)
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIM
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT \P-MSTA49
\A1;WALL FRAMING SPECIFICATION:\P@2x4 WALL: US
SCALE: 3/4"=1'-0"
TYPICAL SHEAR\PTRANSFER DE
A2
\A1;9 1/2"
\A1;TO 16"
\A1;2x10 (9 {\H0.7x;\S1#2;}
FASTEN ROOF TRUSS TO TOP PLATE OF
2x EXT. WALL\P(SEE PLAN)
SCALE: 3/4"=1'-0"
TYPICAL SHEAR\PTRANSFER DETAIL @ ROOF
A1
\A1;HEEL HEIGHT LESS THAN 9 {\H0.
\A1;9 1/2"
\A1;MAX.
SCALE: 3/4"=1'
TYPICAL SHEAR T
A3
\A1;OSB/P
\A1;HEEL HEIGHT BETWEEN
HEEL HEIGHT
\A1;9 1/2"
\A1;TO 24" MAX.
\A1;BLOCKING MUST FIT
FASTEN ROO
FASTEN ROOF TRUSS TO
2x EXT. WALL\2x P(EXT. SEE PLAN) WALL\P(
\A1;LADDER
FLOOR TR
TYPICAL SHEAR T
BETWEEN FLOORS
C2
SCALE: 3/4"=1'
PARALLEL
SPLICE LOCATIO
{\Farchquik|c0;S
FASTEN SOLE PLAT
2x EXT.
2x EXT. WA
{\Farchquik.shx;2x4 RIBBON}
FLOOR TRUSSES\P(SEE PL
BETWEEN FLOORS @ EXTERIOR
TYPICAL SHEAR TRANSFER DET
PERPENDICULAR FRMG
SCALE: 3/4"=1'-0"
C1
2x EXT. WALL \P(SEE PL
SPLICE LOCATION
{\Farchquik|c0;SPLICE EXTER
{\Farchquik|c0;SHEATHING SP
FASTEN SOLE PLATE TO R
2x EXT. WALL \P(SEE PL
B
TYPICAL GABLE END DETAIL
SCALE: 3/4"=1'-0"
2x EXT. WALL (SEE PLAN)
FASTEN BOTTOM CHORD OF GABLE END TRUSS T
GABLE END TRUSS SHEATHED w/ OSB/PLYWOOD
PROVIDE GABLE END BRACING PER TRU
\A1;4'-0"
SCALE: 3/4"=1'
SHEAR TRANSFER
F
DRAG TRUSS
INTERIOR SH
FASTEN BOTTOM CHOR
2x P.T. SILL PLATE (
\A1;{\H0.7x;\S1#2;\H1
SCALE: 3/4"=1'-0"
TYPICAL SHEAR TRANSFER DET
E
FASTEN SHEATHING TO SILL PLA
FOUNDATION WALL\P(SEE PLAN)
GARAGE SLAB (SEE PLAN
2x EXTERIOR SHEAR WALL
\A1;4'-0"
D
\A1;4"
\A1;4"
SCALE: 3/4"=1'-0"
X X
TYPICAL CONCRETE FDN. @ \PSEPARATION
\A1;\A1;\A1;4" 1'-4" 4"
\A1;TYP. CONC. SLAB\P-SEE 1/SD.
PARTY WALL
\A1;FIRE SEPARATION PER ARCH.
\A1;2x4 P.T. SILL PLATE w/ HILT
PLOTTED: October 27, 2021 / Karl G. Kattermann / AMBLESIDE - IN -
FOUNDATION PLAN
S-5.0
PRODU
REV DATE #
NOTE:
INITI
CURRE
PLAN
SHEET
NPC P
STAMP
(c) C
JL
04/30
09/24
20' Unit
2463
Indiana Division
11590 North Meridian Street, Suite 530
Carmel, Indiana 46032
08/10/22