HomeMy WebLinkAboutAmbleside - IN - Master Structural - Foundation-S-5.0REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULESDRAWN 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 HEIGHT \P-MSTA49 STRAP w/ 24 {\H0.7x;\S1#2;}" END LENGTH FOR 2'-0" MAX HT.\Por MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT.\P-STRAP CENTERED @ BOTTOM OF HEADER \P- LOCATE ON INSIDE FACE OF WALL.
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN\PMIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES.
\A1;FASTEN SHEATHING TO HEADER WITH 2{\H0.7x;\S1#2;}"x0.131"\PNAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.\PIN ALL FRAMING (STUDS & SILLS) - TYPICAL. (3" OC. NAILIING ONLY REQ'D WHERE INDICATED BY X's - USE STND. SHTG. NAILING ELSEWHERE)
1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP.
SEE TYP. CORNER FRAMING DETAIL
\A1;FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 3{\H0.7x;\S1#4;}"x0.148" NAILS @ 3" O.C.
\A1;3"x11 {\H0.7x;\S1#4;}" MIN. HEADER (SEE PLAN)
\A1;3{\H0.7x;\S1#4;}"x0.148" NAILS IN (2) ROWS @ 3"O.C.
\A1;NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH {\H0.7x;\S1#2;\H1.429x;" PLYWOOD OR \H0.7x;\S7#16;\H1.429x;" OSB}
{\LPLAN VIEW OF CORNER DETAIL}
\pxqc;PORTAL\PFRAME\PWALL SEGMENT
\A1;3{\H0.7x;\S1#4;}"x0.148" NAIL AT \P12" O.C.
\A1;ANCHOR BOLTS PER CODE (2 MIN.)\PWITH 2"x2"x{\H0.7x;\S3#16;}" PLATE WASHERS.
\A1;10'-0" MAX.\PTO TOP OF HEADER
\A1;FINISHED WIDTH < 18'-0"\A1;MIN. PANEL WIDTH BASED ON \P6:1 HEIGHT-TO-WIDTH ASPECT RATIO \PFOR EXAMPLE: 16" MIN. FOR 8' HEIGHT
\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. IN ALL\PPANEL EDGES\PNOT PART OF\PPORTAL FRAME
KING STUD
\A1;{\H0.7x;\S7#16;}" OSB OR {\H0.7x;\S1#2;}" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA.
\A1;12' MAX. WALL HEIGHT
\A1;FASTEN HEADER TO KING \PSTUDS W/ (6) 3{\H0.7x;\S1#4;}"x0.148" NAILS
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. ANCHOR BOLT:\P1) {\H0.7x;\S1#2;}" DIA. x 6" LONG SIMPSON TITEN HD\P2) {\H0.7x;\S1#2;}" DIA. THREADED ROD EPOXY SET w/4 {\H0.7x;\S1#2;}" EMBED. (MIN) UTILIZING HILTI HY200 EPOXY ANCHORING SYSTEM (OR EQUAL)
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIMPSON MSTC66
\A1;END LENGTH
115 MPH WIND SPEED (ULT)
\A1;PONY WALL MAX. HT.:\P=2'-0" w/ SIMPSON MSTA49\P=5'-0" w/ SIMPSON MSTC66
\A1;SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT \P-MSTA49 STRAP w/ 24 {\H0.7x;\S1#2;}" END LENGTH FOR 2'-0" MAX HT.\Por MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT.\P-STRAP CENTERED @ BOTTOM OF HEADER \P- LOCATE ON INSIDE FACE OF WALL.
\A1;WALL FRAMING SPECIFICATION:\P@2x4 WALL: USE HF #2 GRADE STUDS (OR BETTER)\P@2x6 WALL: USE SPF 'STUD' GRADE STUDS (OR BETTER)
SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA2
\A1;9 1/2"\A1;TO 16"
\A1;2x10 (9 {\H0.7x;\S1#2;}" - 12" HEEL) OR 2x12 (12" - 16" HEEL) SOLID BLOCKING PANELS EVERY 3RD TRUSS BAY (72" O.C. MAX) FASTEN EA. BLOCKING PANEL TO TOP PLATE w/ \P(4) 3"x0.131" TOENAILS OR \P(5) 3"x0.120" TOENAILS
FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN)
SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA1\A1;HEEL HEIGHT LESS THAN 9 {\H0.7x;\S1#2;}"\PNO BLOCKING REQ'D
\A1;9 1/2"\A1;MAX.
SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSSA3
\A1;OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 2{\H0.7x;\S3#8;}"x0.113" NAILS @ 6" O.C.
\A1;HEEL HEIGHT BETWEEN 9 {\H0.7x;\S1#2;}" - 16"\PBLOCKING REQ'DHEEL HEIGHT UP TO 24" MAX.
\A1;9 1/2"\A1;TO 24" MAX.
\A1;BLOCKING MUST FIT TIGHT BETWEEN TRUSSES.\PFASTEN EA. END OF BLOCKING TO TRUSS w/\P(2) 3"x0.131" TOENAILS OR\P(2) 3"x0.120" TOENAILS @ TOP OF PANEL
FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ (3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILSFASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN)2x EXT. WALL\P(SEE PLAN)
\A1;LADDER TRUSS w/ VERTICALS @ 24" o.c. (MAX)\P- FASTEN EXTERIOR SHEATHING TO TOP & BOTTOM CHORDS WITH 2{\H0.7x;\S3#8;}"x0.113" NAILS @ 6" o.c.
FLOOR TRUSSES\P(SEE PLAN)
TYPICAL SHEAR TRANSFER DETAILBETWEEN FLOORS @ EXTERIOR WALLC2SCALE: 3/4"=1'-0"PARALLEL FRMG
SPLICE LOCATION
{\Farchquik|c0;SPLICE EXTERIOR WALL SHEATHING OVER PLATE AS SHOWN}
FASTEN SOLE PLATE TO LADDER TRUSS w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C
2x EXT. WALL \P(SEE PLAN)
2x EXT. WALL \P(SEE PLAN)
{\Farchquik.shx;2x4 RIBBON}
FLOOR TRUSSES\P(SEE PLAN)
BETWEEN FLOORS @ EXTERIOR WALLTYPICAL SHEAR TRANSFER DETAILPERPENDICULAR FRMGSCALE: 3/4"=1'-0"C1
2x EXT. WALL \P(SEE PLAN)SPLICE LOCATION
{\Farchquik|c0;SPLICE EXTERIOR WALL SHEATHING OVER PLATE AS SHOWN}
{\Farchquik|c0;SHEATHING SPLICE @ SOLE PLATE OR BOTTOM OF SOLE PLATE}FASTEN SOLE PLATE TO RIBBON w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C2x EXT. WALL \P(SEE PLAN)
BTYPICAL GABLE END DETAILSCALE: 3/4"=1'-0"
2x EXT. WALL (SEE PLAN)
FASTEN BOTTOM CHORD OF GABLE END TRUSS TO DBL. TOP PLATE w/ \P3"x0.131" NAILS @ 8" O.C. OR 3"x0.120" NAILS @ 6" O.C.
GABLE END TRUSS SHEATHED w/ OSB/PLYWOODPROVIDE GABLE END BRACING PER TRUSS MANUFACTURER AND/OR BCSI
\A1;4'-0"
SCALE: 3/4"=1'-0"SHEAR TRANSFER DETAIL @ GABLE END PARTY WALLF
DRAG TRUSS OVER SHEARWALL (DESIGNED FOR 100 plf)
INTERIOR SHEARWALL BELOW (SEE PLAN)
FASTEN BOTTOM CHORD OF GABLE END TRUSS TO DBL. TOP PLATE w/SIMPSON A35 CLIPS @ 48"o.c.
2x P.T. SILL PLATE (SEE PLAN)
\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)}
SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR GARAGE WALLE
FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN)
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 WALL
\A1;1'-4"\A1;4"\A1;4"
\A1;TYP. CONC. SLAB\P-SEE 1/SD.04PARTY WALL
\A1;FIRE SEPARATION PER ARCH.\A1;2x4 P.T. SILL PLATE w/ HILTI DNI 72 P8 PINS @ 16" o.c. OR {\H0.7x;\S1#4;}" DIA. x 3{\H0.7x;\S1#4;}" LONG TAPCONS @ 32" O.C.
PLOTTED: October 27, 2021 / Karl G. Kattermann / AMBLESIDE - IN - MASTER STRUCTURAL - FOUNDATION.DWGFOUNDATION PLANS-5.0
PRODUCTION MANAGER
DATE / DESCRIPTIONREV #
NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS
INITIAL RELEASE DATE:CURRENT RELEASE DATE:
PLAN NAME
SHEETNPC PLAN NUMBER
STAMP
(c) Copyright Pulte Home Corporation - 2021
JL04/30/1709/24/21
20' Unit
2463 Indiana Division11590 North Meridian Street, Suite 530Carmel, Indiana 4603210/10/22