|
STAGGERED
<br />STANDARD TRUSSES
<br />PER PLAN
<br />8d @ 4"o.c. STAGGERED
<br />STANDARD TRUSSES 8d @ 4"o.c.
<br />ROOF SHEATHING
<br />PROVIDE GABLE END PER PLAN
<br />SIMPSON ST6224 STRAP
<br />ROOF SHEATHING PER PLAN, NAILED
<br />PER PLAN
<br />SHEATHING PRIOR RAISING ROOF SHEATHING PROVIDE GABLE END
<br />Wf(14)-16d EACH END,
<br />�nrf 8d NAILS @ 6' o.c. @ PANEL EDGES
<br />THE GIRDER TRUSS PER PLAN SHEATHING PRIOR RAISIN
<br />DON'T PROVIDE STRAP IF
<br />& 12 o.c. ALONG 1NTERMiDIATE
<br />THE GIRDER TRUSS
<br />BEAM LOCATED UNDER THE
<br />TOP WALL PLATE
<br />FRAMING. (NO BLOCKING)
<br />DESIGN GIRDER TRUSS TO
<br />VI
<br />BEAM PER
<br />TRANSFER LATERAL LOAD
<br />I IN
<br />OVER -FRAME DESIGN GIRDER TRUSS TO
<br />PLAN
<br />SIMPSON H1 SEISMIC CLIP @
<br />150 PLF FROM UPPER
<br />OMITTED TRANSFER LATERAL LOAD /
<br />OVER
<br />24"o.c., IF H 1 LOCATED AT
<br />TO LOWER CHORD
<br />150 PLF FROM UPPER---'- �°
<br />INTERIOR SIDE OF THE WALL,-
<br />STANDARD TRUSSES���
<br />EFRAME
<br />TO LOWER CHORD OMITTED
<br />ADD RBC ROOF CLIP @ 24"o.c
<br />PER PLAN
<br />8d @ 6 o.c. STANDARD TRUSSES/
<br />FROM BLOCKING TO WALL TOP
<br />PER PLAN - 8d @ 6"o.c.
<br />W
<br />2x JOB RIPPED"I
<br />PLATE
<br />EX. RAFTER PER
<br />�i BKLG. w/ (6)-16d
<br />TO GIRDER TRUSS
<br />PLAN
<br />EX. RAFTER PER I
<br />TOP PLATE
<br />8d NAILS AT
<br />_I
<br />�� j� PLAN
<br />(4)-16d To
<br />6"o.c. SHEATHING MANUFACTURED
<br />TO BLOCKING ` TRUSSES PER
<br />y
<br />°
<br />a
<br />STUD ��V
<br />L
<br />LAN
<br />f`
<br />rl
<br />POST or STUDS
<br />GIRDER TRUSS WITH 14"
<br />SIMPSON H2.5
<br />SEISMIC CLIP EX. CEILING
<br />PER PLAN
<br />DROPPED BOTTOM CHORD
<br />® 24"o c JOIST PER PLAN GIRDER TRUSS WITH 14" EX. CEILING
<br />THAN STANDARD TRUSSES
<br />DROPPED BOTTOM CHORD JOIST PER PLAN
<br />EDGE NAILING
<br />SIMPSON A35 THAN STANDARD TRUSSES
<br />PER SHEAR
<br />@ 24"o.c.
<br />WALL SCHEDULE
<br />SIMPSON HANGER
<br />2x JOB RIPPED PER PLAN
<br />BKLG. w/ (6)-16d
<br />BEAM PER
<br />TO GIRDER TRUSS
<br />PLAN
<br />SHEAR WALL
<br />PER PLAN
<br />CREAM TO PLATE CONNECTION
<br />TRUSS TO BF -AM CONNECTION
<br />OVER FRAM N G @ RAFTERS
<br />OVER FRAM/ N G �... RAFTERS
<br />�
<br />C RF-60
<br />7 RF-12
<br />DB STUDS 6 L _TU w 1 d@ 6 o.e. or
<br />f
<br />POST PER PLAN.
<br />SEE HOLD-DOWN DBL STUD OR
<br />SHEAR WALL PER
<br />16d @ 6"o.c.
<br />SHEAR WALL PER
<br />SCHEDULE FOR STHD STRAP PER PLAN, POST PER PLAN
<br />PLAN & SCHEDULE
<br />PLAN & SCHEDULE
<br />IF SMEAR WALL ADJACENT TO
<br />SIZE & NUMBER STRAP MAY BE PLACED
<br />OPENING WITH (2)-2x
<br />TRIMMERS; NAIL KING STUD TO
<br />OF NAILS OVER SHEATHING
<br />PANEL EDGE NAILING,
<br />PANEL EDGE NAILING, 16d ® 6"o"c.
<br />4'-0" MIN.
<br />TRIMMER PEP. SHEAR WALL
<br />BOTTOM PLATE NAILING PATTERN
<br />PLYWOOD I °RIM
<br />PER SHEAR WALL
<br />SCHEDULE, (HDG TO
<br />2x JOIST wf 10d
<br />PER SHEAR WALL
<br />SCHEDULE, (HDG TO 2x RIM GIST w/10d TOE
<br />8 - 16d COMMON
<br />SHEATHING ! °
<br />I
<br />SILL PLATE)
<br />,i— TGE NAILS @ 6"o.c,
<br />NAILS
<br />SILL PLATE) NAILS ® 6"o.e,
<br />r---C r� (12) - 16d BOX
<br />HDU HOLD-DOWN PER PLAN
<br />PER PLAN I"'
<br />�
<br />2x BLOCKING @ 16"o.c.
<br />MIN. @ SPLICE
<br />i °
<br />LOCATE SHEARWALL PANEL
<br />LOCATE SHEARWALL PANEL (BEARING WALLS), @ 48"o.c.
<br />(U.N.Q.)
<br />DO NOT NAIL I °
<br />JOINT ONTO COMMON
<br />JOINT ONTO COMMON (GABLE WALLS)
<br />FLOOR SYSTEM PER PLAN
<br />SOLID BLOCK SHEATHING AT g
<br />MEMBER (RIM JOIST) OR
<br />-
<br />MEMBER (RIM JOIST) OR
<br />FOR FULL HOLD-DOWN I '
<br />PROVIDE LTP5 PLATE @
<br />PROVIDE LTP5 PLATE @
<br />I
<br />I
<br />BEARING I'
<br />JOINT PER SHEARWALL
<br />JOINT PER SHEARWALL
<br />I�
<br />FULL BLOCKING
<br />I -�- BELOW THE POST
<br />UNDER POST I
<br />I
<br />FLOOR JOIST, SEE
<br />SCHEDULE. (FOR P1-6, PLAN FOR SIZE
<br />LTP5 PLATE NOT REQUIRED'
<br />) SPACING
<br />SCHEDULE. E. (FOR P1-6,
<br />LTP5 PLATE NOT RE UIRED Q )
<br />a
<br />Z
<br />j
<br />- 2x6 P.T. PLATE w/ANCHOR BOLT
<br />2x6 P.T. PLATE w/ANCHOR BOLT
<br />SIMPSON CNW COUPLER NUT
<br />if
<br />i
<br />°o a PER PLAN 12" MAX FROM ENDS
<br />z PER PLAN 12" MAX FROM ENDS
<br />I
<br />Lit 7" MIN. EMBEDMENT w/®
<br />& 7" MIN. EMBEDMENT w/
<br />I
<br />#4 BAR g a .
<br />FINISH GRADE q 3" x3"x1 /4" PL. WASHER
<br />FINISH GRAD - q 3"x3"x1 /4" PL. WASHER
<br />I I
<br />SIMPSON SSTB/SB ANCHOR
<br />BOLT EPDXY GROUTED ALL
<br />b
<br />a b a .I b
<br />P g
<br />UNBALANCED (ELSEWHERE USE 5/8'°dx10" A.B.
<br />BACKFILL ! 1EIGH — @ 60"o.c.)
<br />- (ELSEWHERE USE 5/8"dx10" A.B.
<br />UNBALANCED _ a @ 60"o.c.
<br />BACKFILL NEIGH - )
<br />or
<br />THREADED ROD PER HD
<br />I I
<br />g
<br />a a� --
<br />b
<br />30' MAX. — q !�
<br />4 BARS VERTICAL @ -
<br />30" MAX. I
<br /><C
<br />r
<br />I , SCHEDULE
<br />! I
<br />I
<br />P b
<br />b D
<br />a b.
<br />g6
<br />ALTERNATE " HOOK,
<br />AND
<br />I I n
<br />- �• HORIZONTAL @ 18"0.0.
<br />-
<br />q 49> BARS VERTICAL @ co
<br />- - 32 o.c. w, 6 HOOK,
<br />Lli_
<br />- -
<br />-z
<br />as
<br />`\ CONCRETE
<br />1 r
<br />a
<br />_ — J
<br />4" TIGHT LINE �voUoOo. �
<br />co _ ALTERNATE BENDS AND
<br />pl _
<br />- �u°UoOo � HORIZONTAL @ 18'o.c.
<br />j0
<br />° q REINFORCEMENT
<br />o O o o-_
<br />-
<br />r _ o 0 0 0 0
<br />2x STUDS PER PLAN
<br />1 6" O.C. TYPICAL
<br />r
<br />f1
<br />0 LL_o
<br />LL
<br />a I a
<br />I' I .
<br />4, I
<br />I I
<br />STEM PER PLAN
<br />1 /2" @
<br />CORNER
<br />Q
<br />a
<br />,�000�o�o�
<br />JQO�O O�.q A
<br />q I I � � I I-
<br />.0°O° 0` �.,
<br />�0
<br />LJ 06. O O q 9
<br />4" TIGHT LINE �O0oo0 uo00oC _
<br />- JOU0( Os ( I
<br />ixa
<br />r)O c
<br />! I
<br />I
<br />a �q
<br />„ CONDITION
<br />4 BAR x 30
<br />00 0c �_.
<br />00000o FooC
<br />0
<br />00 00 occ�,
<br />°moo°moo o 4I�I -
<br />_
<br />,!-FT
<br />3 ;
<br />MIN. LENGTH CORNER OF STEM
<br />III. I II I �
<br />III III —
<br />�=
<br />a
<br />WALL AS OCCUR
<br />-�
<br />a
<br />LL_4"
<br />PERF. FTG. DRAIN, ( ) c
<br />i
<br />5" �n a' 5" 2 4 BARS,
<br />`C a' PERF. FTC. DRAINS �Pa 6Pa 5ra
<br />q (2) 4 BARS, CONT.
<br />w/GRANULAR FILL CONT.
<br />w/GRANULAR FILL
<br />LATERAL DETAIL
<br />O
<br />TYPICAL
<br />HDU HOLD—DOWN
<br />'f STHDRJ STRAP TIE HOLD-DOWN
<br />12 _
<br />FND fJST. PERPEND.
<br />FND-02
<br />F� D JST. PARALLEL
<br />14 FND-04
<br />—
<br />FRMGB- 2
<br />,--� INSTALLATION
<br />AT RIM JOIST FRMGB-32
<br />RIM JOIST INSTALLATION I=RMCB-4�.
<br />SHEAR WALL PER
<br />NOTE:
<br />1'-6"
<br />SHEAR ��ti',ALL PER PLAN
<br />PLAN & SCHEDULE
<br />SHEAR WALL PER
<br />AT BEAM SPLICE USE 2x6
<br />w/CONTINUOUS SHEATHING
<br />�---PLAN & SCHEDULE
<br />GUSSET w/(3)-10d EACH
<br />EDGE NAILING PER
<br />BEAM, EACH SIDE & (3)-10d
<br />SHEAR WALL SCHEDULE
<br />BOTTOM PLATE NAILING
<br />PANEL EDGE NAILING,
<br />GUSSET TO POST EACH SIDE
<br />BOTTOM PLATE NAILING PER
<br />PER SHEARWALL 2x10 P.T. JOB RIPPED PLATE
<br />SCHEDULE w/ANCHOR BOLT PER PLAN 12"
<br />PER SHEAR WALL BOTTOM PLATE NAILING
<br />SCHEDULE (HDG TO PER SHEARWALL SCHEDULE
<br />4 ,® q�
<br />�4
<br />d.
<br />SHEAR WALL SCHEDULE
<br />-
<br />.
<br />MAX FROM ENDS & 7" MIN.
<br />PANEL EDGE NAILING, EMBEDMENT w/ 3"x-Y'0/4" PI...
<br />SILL PLATE)
<br />2x6 P.T. PLATE w/ANCHOR BOLT
<br />n
<br />8d NAILS AT 6"o.c.
<br />EXISTING
<br />PER SHEAR WALL WASHER (ELSEWHERE USE
<br />187x6" 4 DOWELS PER PLAN 12" MAX FROM ENDS
<br />I
<br />Q�� TYPICAL CORNER
<br />SUBFLOOR
<br />SCHEDULE, (HDG TO 5/8"dx10" A.B. @ 60"o.c.)
<br />@ 18"a.c. & 7" MIN. EMBEDMENT w/
<br />I BEAM PER PLAN
<br />a�.l.. DETAIL
<br />SILL PLATE
<br />3"x3"x1/4" PL. WASHER
<br />!
<br />4
<br />18"x6" #4 DOWELS
<br />@ 18"o.c.
<br />4" TH. CONCRETE
<br />(ELSEWHERE USE 5/8"dx10" A.B.
<br />4" TH. CONCRETE � @ 60"o.c.)
<br />SLAB W/4 @ -
<br />18"o.c, EACH WAY �
<br />-1- —
<br />°
<br />2x6 GUSSET EACH
<br />MATCH SIZE and to
<br />DIAMETER OF I
<br />HORiZ. N
<br />NEW FLOOR JOIST
<br />w/HANGER PER PLAN
<br />SLAB w
<br />SIDE OF BEAM _- `
<br />REINFORCEMENT
<br />a
<br />4
<br />W/(3)-10d TO BEAM
<br />A35 @ 24o.c.
<br />2x10 FLOOR JOIST PER PLAN
<br />- ®-- ' --°
<br />AND POST
<br />EXISTING 2x P.T. PLATE
<br />w/ANCHOR BOLT PER PLAN 12"
<br />W/LB210AZ TOP FLANGE
<br />' d i
<br />- HANGER, PROVIDE MOISTURE
<br />a s-----___ --�-
<br />�� . PROTECTION BETWEEN JOISTS
<br />� � .Q q AND CONCRETE
<br />-III- a
<br />UNBALANCED
<br />_
<br />I POST PER PLAIN (2 A23 ANGLE
<br />)
<br />,
<br />� a _� .�,_�.�A.�
<br />� MAX FROM ENDS & 7" MIN.
<br />UNBALANCED
<br />��
<br />BACKFILL HEIGHT .
<br />OR EQUAL
<br />NEW 2x LEDGER
<br />-�
<br />� a
<br />BACKFILL HEIGHT
<br />30" MAX.M,AX
<br />2 LAYERS OF 30 W/POWDER-ACTUATED
<br />�.
<br />w/(3)-16d @ 16"o.c.
<br />a EMBEDMENT wf 3 x� x1/4° PL.
<br />30" MAX.
<br />�
<br />COMPACTED
<br />ASPHALT PAPER _ PINS TO CONCRETE
<br />°. WASHER (ELSEWHERE USE
<br />-
<br />q _
<br />GRANULAR FILL4 BARS VERTICAL @ 32°'o.c. co
<br />i
<br />q 5/8 dx10 A.B. @ 60"o.c.) O.K.
<br />i },
<br />a COMPACTED ° #4 BARS VERTICAL @
<br />w/6" HOOK, ALTERNATE BENDS
<br />_
<br />TO USE RFB; 5X10 WHEN
<br />_
<br />GRANULAR ° iXJ
<br />! 32"o.c. w/6°' HOOK,
<br />!
<br />"j0UoOo AND HORIZONTAL @ 18"o.c.
<br />ix� a a
<br />REQUIRED TO ADD
<br />FILL ALTERNATE BENDS AND
<br />a.�
<br />_
<br />o 0 0 0 � r
<br />�o 0 0
<br />-)0000000� a
<br />a � � .q ��
<br />TYPICAL INTERSECTION
<br />a
<br />a
<br />woUoO0. HORIZONTAL @ 18"o.c.
<br />o 000 o ° -
<br />_
<br />��Ooo0oo0o0o0C
<br />c 000 o� —
<br />!�
<br />I �� �-
<br />e ° � I�
<br />� , ,a � �' i
<br />DETAIL 1` F �
<br />�o°�o°Do°�c a . .
<br />C
<br />o0 o0 0�
<br />OOOO OC
<br />J
<br />� e pgis "7 .t ,, "? " . � � !g �.
<br />�R a,: �9 �� k� °.A.' L N
<br />---q--
<br />J O O O O
<br />O O O O
<br />- �0000 0�
<br />o` I� I
<br />00000 0� � a —I—� �
<br />_ —
<br />0 0 0 -
<br />i
<br />III I_ T I �— �
<br />FOOTINGP
<br />PER PLAN
<br />.�
<br />TYPICAL CONCRETE WALLS
<br />4 ao°o°
<br />q 1
<br />4" PERF. FTG. 5f9 6" 5"
<br />, CONT�
<br />(2) #4 BARS19
<br />DRAIN, w/GRANULAR ,,,
<br />and FOOTING INTERSECTION
<br />III —III
<br />4" PERF. FTG. 599 6" �5(2) #4 BARS, CONT.
<br />FILL
<br />DRAIN, w/GRANULAR
<br />NEW 8c EXISTING FLOOR
<br />FILL
<br />CRAWL— S PAC E POST &
<br />CONNECTION
<br />FND. W TOP FLANGE HANGER
<br />!
<br />FOUNDATION AT ENTRY
<br />BEAM CONNECTION
<br />15
<br />16
<br />17
<br />1 8
<br />FND-04
<br />FRM-11 D
<br />AT ENTRY
<br />FND-16
<br />
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