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 FRAMEJACK\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
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HEADER TO BE LOCATED @ TOP OF OPENING copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
07-10-14
JGF
JE
125-14003
Truman ModelCentral Zonesheet:
LICENSE EXPIRATION DATE: NOV 30, 2012 1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 23 psf SnowBase - 18 psf Roof LiveRJZREVISED JOISTS UNDER OPT. FREE STANDING TUB07/28/2014VRFUPDATED BACKGROUNDS10/09/2014VRFADDED 2x12 FIRST FLOOR DESIGN10/24/2014NJDARCH REVISIONS04/22/2016PORTAL FRAME DETAILS-4.0
08/17/18
William Hohlt