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(2)2x STUDS 0 HOLDOWN 4,,—PYL. EDGE NAILING
<br />TO EACH STUDS 0
<br />HOLDOWN
<br />CPLY.
<br />2x4" P.T. MUDSILL wl ANCHOR BOLTS SILOLNT. PLATE TO
<br />PER PLAN 12" MIN, AT
<br />MUDSILL ENDS AND JOINTS, WITH 7" 35d @ 4" O,C.
<br />MIN. EMBEDMENT. (U.N.O.) 8d @ 5" O.C.
<br />SEE SCHEDULE
<br />EDGE NAILING
<br />PER SCHEDULE
<br />FLOOR JOISTS (PER PLAN)
<br />GE
<br />SIMPSON STHD14RJ w/ EDNAIL
<br />38-16d SINKERS
<br />TO DBL. STUDS FINISH
<br />(STRAP LOCATION GRADE
<br />PER PLAN)
<br />#4 BARS TOP
<br />CONTINUOUS
<br />x
<br /><
<br />0 16" O.C. VERT.
<br />< _j
<br />VCENTERLINE OF WALL_ Cc
<br /><
<br />STANDARD HOOK Z<
<br />#4 @ 10" O.C. HORZ.,
<br />m
<br />5 MIL. 'BLACK' VISQUEEN
<br />VAPOR BARRIER. co
<br />UNYIELDING SOIL
<br />C
<br />(2)#4 CONT.
<br />- - --------
<br />EXTEFZ[OR 5HEARWALL
<br />e CRAWL &FAGE
<br />3/499=1 P—Opp
<br />DOUBLE PORTAL
<br />FRAME
<br />. . . . . . ®3 1/2%11 1/4" MIN. HDR.
<br />i-
<br />® —UP, SOLID SAWN,
<br />,I ® . . . . . (BUILT
<br />LGL, ETC.)
<br />---FASTEN T.PL. TO HDR, W 2 ROWS OF
<br />16D SINKERS 03" ox� (%P.)
<br />aline 9
<br />2400 LB HDR. STRAP OPPOSITE SHEATHING
<br />AS SHOWN (SEE SECTION A —A) (TYP.)
<br />(MSTA24)
<br />FASTEN SHEATHING TO HDR. W/ 8D COMMON
<br />NAILS IN 3" GRID PATTERN AS SHOWN AND 3"
<br />IN ALL FRMNG. (STUDS & SILLS) TYP.
<br />FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED)
<br />SHALL OCCUR WITHIN 24" OF MID —HEIGHT. BLOCKING
<br />IS REQUIRED, IF 2X_ BLOCKING IS USED THEN IT
<br />MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS
<br />3" oc.
<br />V)
<br />V) Z A35 CLIP 0 16'
<br />O.C. TRUSS TO
<br />I— n DBL. PLATE
<br />4200 LB HOLD DOWN STRAP APPLIED
<br />1 mein OVER SHEATHING INSTALLED IN CONCRETE
<br />PER MANUFACTUREERS INSTRUCTION
<br />(STHD14)
<br />VdI B518" DIA. ANCHOR BOLT WZ 7" MIN.
<br />EDIVIENT @8" o.c.& 3%3"x1/4" PLT. WASHER
<br />1
<br />L_ •L_4
<br />Y
<br />CONIT. FTG. w/ (2) 414 CONT.
<br />Q 50TTOM (TrP)
<br />FRONT ELEVATION
<br />TYPICAL ,--
<br />POST
<br />FRAME
<br />CONSTRUCIITON
<br />+—PYL. EDGE NAILING
<br />TO EACH STUDS 0
<br />HOLDOWN
<br />CONT. PLY. TO
<br />SILL PLATE
<br />SIMPSON STHD14 w/
<br />38-2 1/2x. '148 NAILS
<br />TO DBL. STUDS
<br />(STRAP LOCATION
<br />PIER PL,�N)
<br />8d @ 6" O.C.
<br />EDGE NAILING
<br />PER SCHEDULE
<br />FINISH co
<br />GRADE
<br />#4 BARS
<br />CONTINUOUSTOP x
<br />0 16" O.C. VERT. . I Z < _j
<br />— o_j
<br />ICENTERLINE OF WALL i u-
<br />STANDARD HOOK < -
<br />#4 @ 10- O.C. HORS. - Z<
<br />Z) m
<br />6 MIL. 'BLACK' VISQUEEN
<br />VAPOR BARRIER. s a
<br />co
<br />UNYIELDING SOIL
<br />PPIP
<br />(2)#4 CONT.
<br />S
<br />EXTERiCR eHEAIALL
<br />6 CfRAWL 6FACE
<br />31499= 1 2- 099 2x SILL PLATE W/
<br />ANCHOR BOLTS OR
<br />EXPANSION BOLTS PER
<br />SCHEDULE
<br />(2) 414 CONT. (TYP)
<br />EXPANSION
<br />SHEATHING FILLER JOINT/ THERMAL
<br />IF NEEDED BREAK
<br />77.
<br />ml . . . . . . 4/�2400 LB
<br />A HDR.
<br />STRP
<br />(MSTAA24)
<br />14. VERT.
<br />#4 @ 16" O.C.
<br />16D #4 0 10" O.C. HORZ.
<br />SINKERS
<br />2 ROWS @ A -1. 1
<br />(2)2x STUDS 0 HOLDOWN
<br />2x P.T. MUDSILL wl ANCHOR BOLTS
<br />PER PLAN 12" MIN, AT
<br />MUDSILL ENDS AND JOINTS, WITH 7"
<br />MIN. EMBEDMENT. (U.N.O.)
<br />SEE SCHEDULE
<br />(2) LA'T'ERS 1501 FELT 0 STEM
<br />WALL TO 1DEPT14 OF JOIST
<br />FLOOR JOISTS (PER PLAN)
<br />TOP FI-ANG
<br />HANGER
<br />.1.1 1ma®
<br />j;— T 7 Jv�v8 (vim
<br />7/16' MIN —
<br />THICKNESS
<br />2x FRAMING WOOD
<br />STRUCTURAL
<br />PANEL
<br />'J.
<br />TRUSS PER PLAN
<br />A -A SECTION A -A
<br />611DE ELEVATION
<br />MIN, LATERAL FANEL F EAVE e
<br />3/4yy 1 Y-0
<br />8d 0 6" O.C., TYP.
<br />PLY. w/ EDGE NAILING
<br />TRUSS DRAG �
<br />STRUT PER Li
<br />a -
<br />PLAN DESIGN U)
<br />FOR 300#/FT z ,,:,c
<br />LATERAL LOAD cK -j
<br />�— a-
<br />2x BLK'G. 0
<br />24"o.c. w/ A35EDGE NAIL EA. END
<br />PLY. PER
<br />SCHEDULE
<br />LDRAG 5TFUT TRU56
<br />I _� /4" == 1 -n-
<br />ONE STUD
<br />0 EACH
<br />SPLICE (TY
<br />N
<br />SPLICE AND NAIL TOP PLATES AS SHOWN @ ALL
<br />'EXTERIOR WALLS, SHEAR WALLS, & AT EACH FLOOR
<br />LEVEL AND AT ROOF,
<br />ELEZA—T—lai
<br />4 TO
<br />J 3/411=11-0H
<br />m
<br />P PLATE
<br />PLYWOOD PER
<br />SCHEDULE
<br />BOTTOM PLATE NAILING
<br />PER SCHEDULE
<br />EDGE NAILING
<br />PLY. SPLICE
<br />CONT. RIM
<br />EDGE NAILING
<br />PLY. PER SCHEDULE
<br />J01-,awT f=EfRf=EN!:)lCULAfR TO EXTERIOR W
<br />FLOOR JOIST
<br />PLY. EDGE NAILING
<br />0 HOLDOWN STUD
<br />(2)2x STUDS
<br />STHD14 w/ 38-16d
<br />SINKERS NAILS
<br />STRAP LOCATION
<br />PER PLAN
<br />EDGE NAILING
<br />FINISH
<br />GRADE 00
<br />SIMPSON Hl EA. END/ EA. TRUSS
<br />PLY. EDGE NAILING
<br />2x BLOCK w/ 1 1/2"
<br />VENT HOLES AS
<br />REQUIRED wl (2)12d T.N.
<br />EA. TRUSS/ EA, END
<br />EDGE NAILING
<br />2x STUD @ 16" O.C.
<br />PLY. PER SCHEDULE
<br />OF (TRU65)
<br />EDGE NAILING
<br />PLY. SPLICE
<br />EDGE NAILING
<br />CONT. RIM
<br />EDGE NAILING
<br />EXTERIOR WALL
<br />mll
<br />z
<br />z
<br />31/s" T43G PLTWD. 8U5FLOOR ON
<br />FLOOR J016T5, GLUE AND NAIL w/
<br />FUNG5HANG NAILS \
<br />IX4 CLEAT
<br />w/ (4) I6e
<br />TO POT
<br />P.T. POST PER
<br />FNI;�. FLAN
<br />MA5I5 5TRAIF
<br />OR A35,OLIlP
<br />& MIL. SLACK "
<br />VAPOR 5ARRIIER
<br />FOOTING DETAIL
<br />2X 5LOOKING
<br />R-Bo Nl6ul_-,
<br />SEAM PER
<br />PLAN
<br />1400 FELT
<br />FOOTN3 PER PLAN
<br />SHEARWALL SCHEDULE
<br />INDICATES SHEARWALL wl PLYWOOD ONE SIDE,
<br />1, SHEATHING, 1/2' PLYWOOD OR 7/16' &S,&, ONE SIDE, BLOCKED, NAIL W/ 8ol
<br />2 40 O,C. ALL EDGES AND 12' OZ, FIELD,
<br />2. BOLT SILL PLATE TO CONCRETE w/ 5/6 DIA, x 10' A3a'S 2 32' OZ,
<br />3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4' OZ
<br />4, FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DTLS, ON Sl & S2
<br />AND DETAILS ON Sl & S2,
<br />SHEARWALL SCHEDULE
<br />INDICATES SHEARWALL vf/ PLYWOOD ONE SIDE,
<br />1, SHEATHING1 1/2' PLYWOOD OR 7/16' O,S,B„ ONE SIDE, BLOCKED, NAIL w/ 8d
<br />23 3" OoCa ALL EDGES AND 12" 0,C, FIELD,
<br />2, ao BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8" DIA. x 12" A,R'S @ 16" OZ D/Sl
<br />h OR BOLT (2)x SILL PLATE TO CONCRETE w/ 5/8' DIA, x 10' 2 24" OZ
<br />3, NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d @ 4" O,Co
<br />4o FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE PER DTLS, ON Sl & S2o
<br />5, USE (2)2x STUDS @ 16' OZ OR DETAIL D/ S1. & (2)2x STUDS @ ABUTTING
<br />PANEL JOINTS,
<br />SHEARWALL SCHEDULE
<br />- == INDICATES SHEARWALL w/ PLYWOOD ONE SIDE,
<br />L SHEATHINGi 1/2" PLYWOOD OR 7/16" Oo&B., ONE SIDE, BLOCKED, NAIL w/ Sol
<br />@ 2" O.C. ALL EDGES AND 12" 0,C, FIELD,
<br />20 BOLT 3x SILL PLATE TO CONCRETE w/ 5/6' DIA, x 10' k&'S @ 12' OZ
<br />3, NAIL BOTTOM PLATE TO FRAMING BELOW vi/ 16o1 9 3' O,C,
<br />4, FASTEN DOUBLE TOP PLATE TO JOIST OR BLOCKING ABOVE w/ SIMPSON LTP4
<br />e 10" 0,C, PER DTLS, ON Sl & S2.
<br />5, USE 3x OR DBL STUDS ALL FRMNG MEMBERS RECIEVING E,N, FROM ABUTTING PANELS,
<br />SHEARWALL SCHEDULE
<br />- ==--- INDICATES SHEARWALL w/ PLYWOOD TWO SIDES,
<br />1, THEAT7FIN�_l 1/2" PLYWOOD OR 0,S,B., TWO SIDES, BLOCKED, NAIL
<br />wl 8d @ 3" 0,C, ALL EDGES AND @ 12' 0,C, FIELD,
<br />2a BOLT 3x SILL PLATE TO CONCRETE w/ 5/8' DIAxIO, ANCHOR BOLTS @ 16' ECa
<br />3, FASTEN DBLo BOTTOM PLTS, TO DOUBLE JOIST OR BLOCKING BELOW w/ 2 ROWS
<br />2 LAYERS 16d 2 4" OZ OR 2 ROWS A35 CLIPS @ 16" OZ
<br />4o FASTEN DBL, TOP PLTS, TO DOUBLE JOIST OR BLOCKING ABOVE w/ 2 ROWS
<br />2 LAYERS 16d e TOE NAILS 4" OZ & 2 ROWS A35 CLIPS 2 16" 0,C OR PER DTLS
<br />ON SHEET Sl & S2
<br />5, USE 3x OR DBL STUDS ALL FRM'NG MEMBERS RECIEVING E,N, FROM ABUTTING PANELS,
<br />SHEARWALL SCHEDULE
<br />INDICATES SHEARWALL vil PLYWOOD TWO SIDES, (DO NOT USE 7/16' 0,S,B)
<br />THEAT_HING7: 1/2' PLYWOOD, TWO SIDES, BLOCKED, NAIL
<br />w/ 10d x 2 1/2" LONG @ 2' O,C, ALL EDGES AND 2 6` OZ FIELD,
<br />20 BOLT 3x SILL PLATE TO CONCRETE w/ 5/8' DIAx12', ANCHOR BOLTS 6' 0,C,
<br />3, FASTEN DBL, TOP PLTS, TO BEAM ABOVE PER DETAIL Z2/S2
<br />4, USE 3x OR (2) 2x STUD w/ (2) ROWS 16d @ 3' OZ
<br />ALL FRMNG MEMBERS RECIEVING E,N, FRO ABUTTING PANELS,
<br />TYPICAL ROOF SHEATHING
<br />7/16' 0,S,B, PLYWOOD, INDEX 40/20, UNBLOCKED, w/ FACE GRAIN
<br />PERPENDICULAT TO FRAMING BELOW, NAIL AS FOLLOW&
<br />DIAPHRAM BOUNDARY, OVER EXTERIOR WALLS,
<br />SHEAR AS, & DRAG STRUTS, 8d @ 6" 0Z
<br />ALL SUPPORTED EDGES
<br />FIELD 6d @ 61, O.C,
<br />TYPICAL FLOOR SHEATHING 8d 2 12" OZ
<br />3/4® T&G, 0,S,3,, INDEX 40/20, UNBLOCKED, LAID UP
<br />W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER
<br />END JOINTS, GLUE & NAIL AS FOLLOWS:
<br />DIAPHRAGM BOUNDARY AND OVER 66 AT 6' OC
<br />EXTERIOR WALLS, SHEARWALLS
<br />& DRAG STRUTS,
<br />ALL SUPPORTED EDGES Sd AT 6' OC
<br />FIELD ScI AT 10� OC
<br />NOTESI
<br />1, USE3'x3"xl/4' PLATE WASHERS ON ALL ANCHOR BOLTS,
<br />2, EDGE OF PLATE WASHERS MUST BE LOCATED WITHIN 1/2' OF THE
<br />INSIDE FACE OF THE STRUCTURAL SHEATHING,
<br />3, ALL POWDER DRIVEN NAILS SHALL BE 2 3/4' LONG (MIN,)x 156
<br />SHANK DIA, wl MINIMUM 1 1/4' PENETRATION,
<br />4. a, I6dl MAIL$ SHALL 5E Jro" LO.
<br />b. 5d NAILS �ALL 5E .113x2 31
<br />1/21/2" LONG U117"Ii"
<br />c. 206 NAILS SHALL 5E J'32x4" LONGRE-VIEWED FOR PERMIT
<br />5USE 20d NAILS c 3x FRAMING MEM5ERS
<br />CN,
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<br />FILE NUMBER
<br />DRAWN BY
<br />R5E
<br />REV.
<br />Sheet
<br />
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