HomeMy WebLinkAboutS000.2{\LOUTSIDE ELEVATION}{\LSECTION A-A THROUGH PIER}
{\LINSIDE ELEVATION}
SIMPSON MSTA49 STRAP, CENTERED @ BOTTOM OF HEADER.
IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN\PMIDDLE 24" OF WALL HEIGHT. BLOCKING IS REQUIRED.\PIF 2x BLOCKING IS USED IT MUST BE STITCH NAILED\PWITH ONE ROW OF 16D SINKERS AT 3" O.C.
FASTEN SHEATHING TO HEADER WITH 8D COMMON\PNAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.\PIN ALL FRAMING (STUDS & SILLS) TYP.
1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP.SEE TYP. CORNER FRAMING DETAIL
SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC.
FASTEN TOP PLATE TO HEADER W/ \PTWO ROWS OF 16D NAILS @ 3" O.C.
\A1;3"x11 {\H0.7x;\S1#4;\H1.429x;" MIN. HEADER (SEE PLANS)}
16d SINKER NAILS IN (2) ROWS @ 3"O.C.
\A1;NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALLS FULLY SHEATHED WITH {\H0.7x;\S1#2;\H1.429x;" PLYWOOD OR \H0.7x;\S7#16;\H1.429x;" OSB}
{\LPLAN VIEW OF CORNER DETAIL}PORTAL FRAME\PWALL SEGMENT (TYP.)
16d NAIL AT \P12" O.C.
ANCHOR BOLTS PER CODE, (2 MIN.)
MIN. 2"x2"x3/16" PLATE WASHER
\A1;10'-0" MAX.\PTO TOP OF HEADER \A1;{\Farchquik.shx;2'-0" < FINISHED WIDTH < 18'-0"}\A1;{\Farchquik.shx;MIN. WIDTH BASED ON 6:1\PHEIGHT-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;{\Farchquik.shx;2'-0" < FINISHED WIDTH < 18'-0"}
BOTH SIDES OF GARAGE DOORSCALE: N.T.S.
GARAGE PORTAL FRAME BRACING ELEVATION
SHEATHING FILLER\PAS REQ'D
{\Farchquik.shx;A}
{\Farchquik.shx;A}
A
8D NAIL @ \P6" O.C. IN ALL\PPANEL EDGES\PNOT PART OF\PPORTAL FRAME
JACK\PSTUD
KING\PSTUD
\A1;{\H0.7x;\S7#16;}" OSB OR {\H0.7x;\S1#2;}" PLYWOOD SHEATHING. WOOD STRUCT. PANEL MUST BE CONTIN. FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA
\A1;PONY\A1;WALL \P(3'-0"MAX.)
\A1;12' MAX. WALL HEIGHT
FASTEN HEADER TO KINGS STUDS W/ (6) 16d SINKERS
MIN. (2) JACK STUDS OR AS NOTED ON PLANS
\A1;{\Farchquik.shx;EXTENT OF HEADER}
\A1;PONY\A1;WALL\P(3'-0" MAX)
\A1;12' MAX. WALL HEIGHT
\A1;3"x11 {\H0.7x;\S1#4;\H1.429x;" MIN. HEADER (SEE PLANS)}
MIN. (2) JACK STUDS OR AS NOTED ON PLANS
HEADER TO BE LOCATED @ TOP OF OPENING
\A1;STRAP END \PLENGTH
\A1;STRAP END \PLENGTH
HEADER TO BE LOCATED @ TOP OF OPENING
\A1;18'-0"
xxxx
SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSS1
\A1;OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 2{\H0.7x;\S1#2;}"x0.131" @ 6" O.C.
2x EXTERIOR SHEAR WALL\P- SEE PLAN & SPECIFICATIONS FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH 'SIMPSON' H2.5T CLIP & \P(2) 3"x0.131" TOENAILS.
HEEL HEIGHT UP TO 72" MAX.
\A1;{\W1;48}"\A1;TO 72" MAX.2x BLK'G IN EA. TRUSS BAY FASTENED TO DBL TOP PLATE w/ (3)3"x0.131" NAILS.
2x BLK'G TO FIT TIGHT IN EA. TRUSS BAY {\A1;\Farchquik|c0;& EXTEND A MIN. OF 1" INTO TOP CHORD.} FASTEN TO TRUSS w/ (2)3"x0.131" TOENAILS @ EA. END.
ADD'L 2x BLOCKING AT ALL SHTG. PANEL EDGES AS REQUIRED. FASTEN SHTG. TO BLOCKING PER EXT. WALL SHTG. SPEC. (SEE PLANS)FASTEN ROOF SHEATHING TO LEDGER WITH 2 3/8"x0.113" NAILS @ 3" O.C.
\A1;FASTEN TRUSS VERTICAL TO LEDGER w/(4)3 1/4"x0.120" (MIN.) TOENAILS \A1;2x8 LEDGER FASTENED TO GABLE END FLAT VERT. STUDS w/(3) {\H0.7x;\S1#4;}" DIA. x 5" LONG WOOD SCREWS (SIMPSON SDS OR EQ.) @ EA. STUD (24" O.C. MAX)
\A1;2x6 LEDGER FASTENED TO EXT. WALL w/(3)3 1/4"x0.120" (MIN.) NAILS @ 16" O.C.
\A1;TRUSS HANGERS OR TOENAIL CONNECTION PER TRUSS MANUF.
2TYPICAL PENT ROOF DETAILSCALE: 3/4"=1'-0" (22x34)3/8"=1'-0" (11x17)
\A1;MONO ROOF TRUSSES (SEE PLANS)
\A1;36" MAX.
@ ROOF FRMG.copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
06-01-16
JGF
NJD
125-16005
sheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBourges ModelMidwest ZoneBase - 18 psf Roof LiveEMCARCH REVISIONS08/11/2016VRFIL ARCH REVISIONS08/23/2016NJDNEW ELEVATIONS09/8/2016NJDARCH REVISIONS09/14/2016DLGARCH REVISIONS09/28/2016NJDARCH REVISIONS11/02/2016PORTAL FRAME DETAILS-4.0
09/23/19
William Hohlt