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PANEL EDGE NAILING N___// //
<br /> OVER ALL HOLDOWN STUDS P.T. 2x PLATE W/ A.B.
<br /> PER SHEARWALL SCHEDULE
<br /> POST, PLINTH, & FTG. HOLDOWN (where occurs) 5 8"O @ 48"oc elsewhere) JP JONES
<br /> 11 (/ ENGINEERING
<br /> PER PLAN W/ A.B. PER U.N.O. (E) SILL PLATE
<br /> HOLDOWN SCHEDULE
<br /> 711 Saint Helens Ave — Suite 208
<br /> POST PER PLAN 901 FELT SNUG FIT E WALL PER PLAN Tacoma, WA
<br /> SHEARWALL PER PLAN BTWN. JOIST AND WALL O p: 253.448.7331 jpjonesengineering.com
<br /> I
<br /> ABU SERIES r`, 8d © 6" oc VESIN
<br /> 10"sq. PLINTH REINF. W/ POST BASE W/ NAILING PER SHEARWALL (4) 8d INTO EA. BLOCK 16d ® 6" oc
<br /> (4)#4 x L VERT. & #3 x r \ , / 5/8" x7" A.B. SCHEDULE (typ.)
<br /> JOIST DIRECTION AND 2x4 BLOCK PETER
<br /> 6"0„ I
<br /> )#3IN Ye
<br /> kpR PLINTHLiiii �,, _ ,;a. side of a.b.) _ -�_ )1PI .0
<br /> .. TTTT -
<br /> E I \ k r
<br /> Y,
<br /> /\ ,>/ee,,-\\ i� , /`4�' \""�`/ �. �- ,,� ,. s ,r A; O� �PFGIST ER� ���cv,°'/,4, ,,r,. I " ,// 7/, / // ,, \���,/�,�"� /\°��'\�./\/\'. � \\I (E) FDN PER PLAN a FS av
<br /> FOOTING SIZE & % \ , \ X #4 ® 12"oc \„/ O WHERE JOISTS ARE a
<br /> REINF. PER PLAN \\` I `��°\ g HORIZ. �/�� PARALLEL PROVIDE �, ,,. �r �, ,. , �, `
<br /> NY/ >,/>"/ _� `e\` o/%%\``4y/4//`\/f`//=/�,%a , JOISTS PER PLAN
<br /> ``\\�`\ / / 4 ® 18"oc '�-`' o TJI BLKG. ® 48"oc \ \ \ \ \ \�/�\
<br /> d' ,,; , \,,. '°7 V,./X "�s *E io # /�` e/\\/ /'°a/`./\/� / a DRAWN:
<br /> //r f�\//`\/°`\'� '�/,,\./ \//,/° i e,� ti/-,//\//,,//,//�//,,",✓'
<br /> /\\//\\/�\/\/ ./\\// �//�\//\\//\\ VERT.(alt. bends) /\\ `, \`, r d , JP]
<br /> \\,!�\,,r\ o\;y�, �\ e\ \/c �\'% _ ›/,s\/ ITS SERIES TOP �t \t. \ DESIGN:
<br /> ;tj\\ FLANGE HANGER / /\//��, a JPJ
<br /> z i\);:/. \\/\4\/\\ \\/`\.\/\\�.\\\,,i\ \//4'a , a :a `\// Z/X./\�;\ ./ ��\✓/\\
<br /> 0o /\// ^--- - /\ \ \//\\//\\//\\/�`.\,,,:c `\\//\° i\\/\' \\i'�'
<br /> \ / / / ALL FASTENERS INTO PRESSURE
<br /> \ \ \*� ,�, ��� �,/t\< ALL FASTENERS INTO PRESSURE /\//i�`/;/\/ //\//\,`/�f K TREATED WOOD SHALL BE GALV.
<br /> ,W- //' /,,,,g/\/\\/\//; TREATED WOOD SHALL BE GALV. \.\/:...\&/,\ `%/\\�\\.\
<br /> (2) #4 CONT. `f. `,,\/. � e /\/A, OR STAINLESS STEEL PER
<br /> BOT. OR STAINLESS STEEL PER GENERAL NOTES
<br /> 5" 8" 5" GENERAL NOTES
<br /> Deck or Canopy Post Footing — Square Plinth
<br /> 1 2 3 /1
<br /> VEREI
<br /> REVISIONS:
<br /> A35 PER SHEARWALL• 8d @ 6"oc
<br /> SHEATHING SCHEDULE
<br /> PER PLAN (2)16d TOENAILS THRU EA. 2x FULL-HEIGHT BLKG.
<br /> NOTCHED LSL 13/4" RIM BLOCK BOTTOM FLANGE (may be drilled for
<br /> TO LET OUTRIGGER THRU FULL DEPTH BLOCKING (5)8d INTOSHEATHING EAPER. BLOCKPLAN ventin 9)
<br /> W/ 8d @ 6"oc (may be �' - 2x4 OUTRIGGER @ 48"oc ROOF FRAMING &
<br /> drilled for venting) �/
<br /> /
<br /> MEM
<br /> H1 EA. TRUSS /� FASCIA PER ARCH. j j� _T L A III DPD:
<br /> III
<br /> FASCIA II II
<br /> a IIU 1,
<br /> FASCIA PRE-MANUF. TRUSS PER ARCH. �,
<br /> PER ARCH. PER PLAN
<br /> HU24TF HANGER\ \ -:_-.A
<br /> LSL PER PLAN
<br /> 1'-6"
<br /> max. c— RAFTERS PER PLAN per arch. A35 PER SHEARWALL
<br /> per arch. \/ ,� r SCHEDULE
<br /> BEAM PER PLAN i\ "
<br /> POST PER PLAN c_ TJI BLKG. ® 48"oc \/�
<br /> POST CAP PER PLAN /\ \
<br /> BEVELED BLKG. AS REQ D.
<br /> PANEL EDGE NAILING c_ N
<br /> SHEARWALL PER PLAN
<br /> // PER SHEARWALL SCHED. H2.5 EA. RAFTER
<br /> SHEARWALL PER PLAN HEADER/BEAM
<br /> // PER PLAN
<br /> //
<br /> Ems
<br /> PROJECT TITLE:
<br /> Vo Residence
<br /> 7 Exterior BearingWall 8 2681stStSW
<br /> 5 6
<br /> Everett, WA 98203
<br /> NEW 2x10 ATTACHED TO EA. EX.
<br /> WALL STUD W/ (2) 1/4"x4.5"
<br /> // LAG SCREWS
<br /> 8d ® 6" oc
<br /> ARCHITECT:
<br /> NEW RAFTERS PER PLAN NEW TRUSSES PER PLAN - 2x4 BLOCK PLACED BETWEEN NEW TRUSSES Strobl Design, LLC
<br /> HANG FROM EX. BLOCKING - SHEATHING
<br /> HANGERS PER TRUSS NAILED TO EX. BLOCKING W/ 16d ® 6 oc PER PLAN P.O. Box 20764
<br /> k�� - _ MANUFACTURER 2x6 x CONT. W/ (2)16d " Seattle, WA 98102
<br /> EX. BLOCKING BETWEEN EX. TRUSSES CI) EA. TRUSS TOP CHORD 8d ® 6 oc
<br /> � - FULL DEPTH BLOCKING PH 2O6.661.3633
<br /> EX. WALL PER PLAN �' W/ 8d @ 6"oc (may be OVERFRAMING PER PLAN
<br /> drilled for venting)
<br /> EX. RIM JOIST (� geMIS
<br /> �� , / \ N N ISSUE:
<br /> EX. FLOOR JOISTS PER PLAN �s
<br /> ;�/ H1 EA. TRUSS "
<br /> i
<br /> NEW 2x BLOCKING BETWEENA s.�i �. Permit
<br /> EX. JOISTS NEW CEILING JOISTS
<br /> ' 7 - FASCIA c\r PRE-MANUF. TRUSS
<br /> MEM
<br /> PER ARCH. PER PLAN SHEET TITLE:
<br /> N \ c_ TRUSS PER PLAN
<br /> M \ NAILING PER Details
<br /> . \
<br /> » " REMOVE EX. OVERHANG EX. TRUSSES SHEARWALL SCHEDULE per arch.
<br /> NEW 1.75 x11.875 LVL SISTERED TO EX. RIM / ,
<br /> JOIST W/ (2) 1/4"x4.5" LAG SCREWS ® 12" oc PROVIDE A34 CLIPS ® 24" oc ALONG WALL HEADER/BEAM
<br /> ALONG LENGTH OF WALL EX. WALL SHEARWALL PER PLAN PER PLANEms
<br /> SCALE:
<br /> EX. WALL _ 8d ® 6" oc 3/4" = 1'_0„
<br /> // DATE:
<br /> 10-10-2019
<br /> I• (3) 2x STUDS IN WALL BEYOND //
<br /> NEW 1/2" (nominal) SHEATHING - NAIL AT PANEL CITY OF EVERETT SHEET NO:
<br /> O. EDGES AND EX. JOISTS W/ 8d ® 6" OC REVIEWED FOR PERMIT
<br /> A35 CLIP © 12" oc
<br /> 9 1 0 11 OverframingConnection 12 S ...3 . 2
<br /> NO: OF SHEETS:
<br />
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