|
SHEARWALL EDGE DIAPHRAGM EDGE NAILING
<br />SHEARWALL EDGE NAILING
<br />-- SEE WALL SECTIONS TO BOTTOM PLATE DIAPHRAGM EDGE NAILING 1
<br />NAILING TO BOTTOM
<br />FOR SIZE AND SPACING
<br />PLATE 16d INTO EA BLOCK
<br />OF WALL REINFORCING 16d INTO EA JOIST PRESSURE TREATED SILL PLATE
<br />PRESSURE TREATED SILL PLATE
<br />PER SHEARWALL SCHEDULE. A34 EACH BLOCK
<br />PER SHEARWALL SCHEDULE. USE spa;
<br />A34 EACH JOIST USE 2x6 w/Yz O A.B. @ 48 O.C. BLOCKING @ 48 O.G. w/ (3)
<br />" ..
<br />ALTERNATE BAR 2x6 w/Y O A.B. @ 48 O.C. MIN (7 JOI PE MIN (7 EMBED) 10d NAILS STUDWALL/SHEARWALL
<br />DIRECTION EMBED ST R PLAN
<br />) PER PLAN �..�
<br />EDGE NAILING PER u
<br />PLAN/SCHEDULE
<br />�- NAILING PER
<br />SHEARWALL EDGE NAILING
<br />PLAN/SCHEDULE' ff .
<br />- - SHEARWALL - LEDGER PER PLAN w/
<br />4 •°
<br />TO SILL PLATE
<br />„w
<br />_. EDGE NAILING
<br />SIMPSON A34 RIM
<br />LAG SCREWS O.C.
<br />16" O.0
<br />JOIST TO TOP PL
<br />TO SILL PLATE STAGGERED TO (E) RIM
<br />,
<br />JOIST @ 16" O.C. MAX
<br />„.
<br />JOIST PER PLAN ,.5 :... f .....
<br />42 BAR DIA. 42 BAR DIA.CD DIV co
<br />� �-
<br />(24 MIN) (24 MIN) . ,1
<br />t
<br />( a,
<br />_; ,_____, ; €.__....._, _ ;__ ...., 2) #4 BARS @ ..ea.,)
<br />.. _.. ,...____ ....._.__; 2 4 BARS
<br />_.
<br />1.. ,
<br />] 3 .
<br />I
<br />a
<br />:
<br />: ,.._.._.k . TOP OF WALL a „(
<br />TOP OF WALL —
<br />,t
<br />,E
<br />_.... ,_._.__.I BREAK SHEARWALL�3 S
<br />CORNER BAR SAME — #4 16" .C. ALT
<br />#4 16 O.C. ALT E
<br />SIZE & SPACING AS
<br />6 M N @ SHEATHING @BOTTOM 6 M N
<br />W DIRECTION OF OF SILL PLAT � DIRECTION OF ,
<br />HORIZ. WALL EINF.
<br />` : <C E JOIST &HANGER E
<br />A R � _> _ HOOK IN FOOTING � : E JOIST PER PLAN
<br />_ HOOK IN FOOTING _ e PER PLAN ( )
<br />cV ° cv cy k v
<br />Owner.
<br />Lockhart Family
<br />z
<br />:- Uj .: .
<br /><t -. _ ._ ; ? ; :._ _ SILL PLATE ANCHORS
<br />er
<br />Co, 0I ,I i �. E CONC STEM WALL
<br />P SCHEDULE
<br />PER
<br />I ,
<br />T-4"
<br />UNO PER PLA UNO PER PLAN,
<br />„ „ ` 12" MIN NOTE:. ,
<br />4 O PERFORATED PLASTIC PIPE.
<br />12 MIN 4 O PERFORATED PLASTIC PIPE. `
<br />FOOTING PER PLAN w/ (2)#4
<br />SEE 2/S3 FOR REMAINING
<br />CENTER ER IN ONE CUBIC FOOT OF
<br />FOOTING PER PLAN w/ (2)#4 CENTER IN ONE CUBIC FOOT OF
<br />, LONG & #4 10" O.C. U.N.O. LONG & #4 @ 10"'O.C., U.N.O. INFORMATION
<br />FREE DRAINING GRAVEL AND @ FREE DRAINING GRAVEL AND
<br />APPROVED TFALL. — -----
<br />DRAIN TO APPROVED OUTFACE. DRAIN TO OU
<br />" . u w�
<br />JOISTS PERPENDICULAR Arch
<br />A `Y � "� �-�i' �j+� d.� � i.':^:a C 9 5Y,. .S
<br />42 BAR DtA. JOISTS ALL
<br />�
<br />24 MIN
<br />n J3 AI"CliitCC"iS, I..L.0
<br />Ty PCORNER REINFORCEMENT 2 �WALL TO Fue'UNDATION 3 WALL TO FOUNDATION
<br />P® Box 82581,
<br />A 1 t 1 _ 1 i _. _ .. _ _ .. 11 1 i 1 - ,. 11 1 11 ' Kenmore, �' A 98028
<br />S31®p 3 1 ®1-� 3 1 ®1®
<br />w:www.j3arc itoctsll;.,-ol
<br />p:206-4-12-9296
<br />2x4 DIAL. BRACE @ 2X CONT. BLKG w/ -- —
<br />NAIL ROOF SHTG TO TOP 8'-0" O/C w/ 3 16d (3)10d TO DIAPHRAGM 2x4 24" O/C 8,
<br />NAIL SHEATHING TO � � 1 w �
<br />BLOCK W/ 8d 4" O.C. CHORD w/ 8d @ 6 O.C. EACH END .. t u ra
<br />V-®" MAXNabil K usal- dye Pew
<br />(Lateral Ordy)
<br />- ----
<br />r
<br />TRUSJ PER PLAN .. ,
<br />2x4
<br />; , •' _; (2)16d EACH END
<br />EDGE NAILING INTO
<br />0 2x4 24" O/C VkIA°
<br />BLOCKING PER PLAN, 4 16d NAILS FROM <n @
<br />8d @ 6" O.C. MIN O rr� SHEATHING TO MATCH
<br />BRACE TO BLOCK
<br />SHEARWALL. NAIL TO GABLE 4 8EE O/C
<br />A3 @ 4 16d 8„ O/C
<br />H1 CLIP @EACH �`. PER SCHEDULE. (WHERE 10d _ @
<br />MAX)2x4 BLOCK EACH
<br />TRUSS 24 O.C. C NAILS ARE REO D USE 10d x
<br />{ ) CON L. 2x4, w
<br />C
<br />DIAGONAL BRACE 2„ LONG.) � DIAPHRAGM
<br />TRIM FOR o 4
<br />r. FIRM BRG.
<br />EDGE NAILING ��� ,�F�46136�0
<br />ST,R,
<br />"- 2x4 DIAGONAL BRACE
<br />@ 48EE O.C. 2x FLAT @GABLE �� ,
<br />_ �� S/0i"SAL
<br />SIMPSON A34 EA�i 8/:�30i'.21
<br />BLOCK 24" O.C. MAX MAIN ROOF FRAMING
<br />_ BREAK SHEATHING ON PER PLAN
<br />— -IVI TOP PLATE ONLY
<br />©2021NI<HEngineering
<br />These drawings are the property of PIKH Engineering and
<br />SHEARWALL PER PLAN
<br />NAIL SHEATHING INTO EA
<br />MEMBER OF TOP PLATE
<br />w, an are not to be used or re roduced in manner;ritiout
<br />P Y m
<br />Prior written permission.
<br />2x BLOCKING @ MAIN ROOF
<br />JOISTS w/ 3 16d PER BLOCK TO
<br />eVlla
<br />IF SHEATHING IS NOT BROKEN JOIST BELOW �
<br />ON TOP PLATE, USE A35 @ 12"y
<br />Revision Issue Date
<br />O.C. �
<br />MAIN ROOF FRAMING 1 // ,� !
<br />SHEARWALL PER PLAN INTERIOR EDGE
<br />4 OF TO SHEARWALL C�ONNECTION 5 SHEARWALL TO TRUSS 6 FALSE FRAMINUO"WOVERFRAMING AT ROOF
<br />_3 91 � 1® I t : < 11.E t � i 9 i 1 1® I 1 � .:....,.~�_ ,�. ,,,,�.,.,....�,...�.�,-.�..,.....m......�.,.
<br />g 1 1 1 1 1
<br />BEAM PER PLAN (DRAG STRUT)
<br />NAIL FLOOR SHEATHING TO DRAG I��:a Of71i
<br />STRUT/BEAM w/ 10d @ 4 O.C.
<br />Issue � it
<br />Ai_Ib4i TM�t 0"" "1, 202"
<br />4'-0"MIN SPLICE LAP 19,
<br />AH
<br />(2) ROWS 16d NAILS STAGGERED
<br />(WITHIN (WITHIN AREA OF SPLICE @ 6"O.C.)
<br />DOUBLE TOP PLATE POST/STUDS PER PLAN
<br />Sheet Nam e:
<br />BREAK LOWER PLATE @ E
<br />STUD CENTERLINE SHEAR R ALL PER PLAN—
<br />SIMPSON MST48 OR ©SC2
<br />FROM BEAM TO
<br />STUDS & SPACING
<br />SHEARWALL TOP PLATE.
<br />PER PLAN.
<br />C ST
<br />RAP TRAP ON
<br />INTERSECTION
<br />MEMBERS. AI ®PER Sheet------
<br />MANUFACTURER'S SPECS.A
<br />y
<br />:,.
<br />OF
<br />ax a R
<br />,,
<br />PLATETT
<br />TYPICAL uP
<br />SPLICE 8 DRAG STRUTMALL CONNECTION
<br />:
<br />g �q g� RIMIT
<br />I-) FOR RE
<br />— -�_
<br />Job Number: 21-107
<br />
|