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(2) 16d END NAILS
<br /> PER PLAN PER ARCH / 2x CONTINUOUS BLKG W/
<br /> 2x4 BLOCKING W/ (3) 10d NAILS TO DIAPHRAGM
<br /> 19-128
<br /> 8d @ 4"OC TO BLOCKING— FLAT 2x4 HORIZ LSTA24 STRAP
<br /> OUTRIGGERS T/SHEATHING MID—DEPTH AT SPLICE WHERE SHOWN
<br /> �T/ROOF @ 24"OC1111111I •-----------———__ r SPLICE, TYP PE NCOLUMN RAWN BY S
<br /> - _— _ E R PLA QD G
<br /> SHEATHING P " -" " "-
<br /> ' '� -EI COLUMN
<br /> H6 CLIP EACH TRUSS EACH SIDE l - '• -- .. „� ,� "CCQ" SERIES COLUMN
<br /> + + REVIEWED BY; GS
<br /> OF MULTIPLE TRUSSES (2) 16d END +—±— PI r' �t 2x4 @ 24"OC CAP AS REQ'D TO FIT
<br /> EDGE NAILING PER PLAN @ BLKG `� II 2x4 DIAGONAL BRACE @ T/BEAM, BEAM AND POST,
<br /> NAILS EACH END
<br /> (MIN 8d @ 4"OC) i EDGE NAILING PER PLAN N� 8'-0"OC W 3 16d
<br /> (MIN 8d @ 4 OC) ,` / ( )2"0 VENT HOLES PER ARCH @ Q, �/� —� -1 NAILS EA ENDMAX (3) PER FULL BLOCK -�/\ 2x6 MIN TRUSS TOP CHORDj-
<br /> S •. •°.
<br /> ��`-�.�. V * 1 - NOTCH FOR OUTRIGGERS Ir4r4i, 2x4 @ 48 OC W/ S S S
<br /> T/ROOF PL ' 2 16d NAILS EA END ' • -
<br /> PANEL EDGE NAILING MAIN ROOF -,` O • °
<br /> FRAMING PER PLAN ,` CONTINUOUS 2x4 TRIM ° . . • • °• « ' ° i'
<br /> L �� GABLE END TRUSS �••'•-`j FOR FIRM BRACING
<br /> �i 2x BLKG @MAIN ROOF '��
<br /> TRUSS PER PLAN X IS R��� / O •� ) _._.
<br /> JOIST W 3 16d NAILS I �••---•
<br /> i •�� PER BLOCK TO JOIST BLW '"'""�
<br /> METAL HARDWARE PER INTERIOR BEAM PER PLAN
<br /> ►'I ti EXTEND SHEATHING TO
<br /> SHEAR WALL SCHEDULE OVERHANG FASCIA PER ARCH ROOF TRUSS PER PLAN, TYP 101
<br /> ' TOP OF TRUSS "'
<br /> PER ARCH k BEAM PER PLAN
<br /> 2x4 @ 24"OC
<br /> " " "ECCQ" SERIES COLUMN
<br /> DOUBLE TOP R 2x6 BRACE @ 48"0C W/ 2x BLOCKING @ 48 OC A34 @ 48 OC PROVIDE 2�/2" MIN CAP AS REQ'D TO FIT ( ,
<br /> SHEAR WALL PER PLAN (4) 16d FACE NAILS EACH END I W/ (2) 16d END NAILS
<br /> 16d NAILS @ 8OC '�
<br /> BEARING EACH SIDE / ,
<br /> o
<br /> BEAM AND POST
<br /> & SCHEDULE I
<br /> `�\ POST PER PLAN Li.: o
<br /> DIAPHRAGM EDGE
<br /> 1-- N
<br /> FOR BRACES OVER 6'-3"LONG, SHEAR WALL PER ----�
<br /> ADD 2x4 FLAT BRACE W/ PLAN & SCHEDULE NAILING T/SHEATHING / Q
<br /> 16d NAILS @ 6"0C /
<br /> METAL HARDWARE PER
<br /> MAIN ROOF POST PER PLAN
<br /> SHEAR WALL SCHEDULE FRAMING PER PLAN
<br /> EDGE DETAIL
<br /> ___\/k.___ ZVELT
<br /> WHERE OCCURS
<br /> ENGINEERING DESIGN PLLC
<br /> 1 TYPICAL EXTERIOR SHEAR WALL PERP TO ROOF TRUSS 2 TYPICAL EXT E SH AR WALL PARALLEL TO ROOF TRUSS 3 TYPICAL ROOF OVERFRAMING DETAIL 4 TYPICAL COLUMN TO BEAM DETAIL
<br /> STRUCTURAL ENGINEERING
<br /> HORIZ LSTA24 STRAP —,t— - 6619132ND AVE NE,#126
<br /> MID-DEPTH AT SPLICE, SPLICE WHERE SHOWN
<br /> TYP PER PLAN KIRKLAND,WA 98033
<br /> R COLUMN •�'
<br /> R NAILING PER SHEAR "CCQ" SERIES COLUMN SHEAR WALL PER PLAN
<br /> —4--- Zvelt.Eng@outlook.com
<br /> R NAILING PER SHEAR CAP AS REQ'D TO FIT AND SCHEDULE �•
<br /> WALL SCHEDULE WALL SCHEDULE BEAM AND POST •i:
<br /> SHEATHING PER PLAN EDGE NAILING PER PLAN
<br /> EDGE NAIL SHTG @ BLOCK T/BEAM
<br /> EDGE NALING PER PLAN
<br /> \ ,
<br /> (2) 16d END NAILS TOP & SHEATHING PER PLAN
<br /> T/SHEATHING BOTTOM INTO EACH JOIST ,/
<br /> �'• • DBL STUD @HOEDOWN MIN � '
<br /> , r� « .. �. ,,,- �, ,-. .. ,-� .� ,,, i f,, , (2) 16d END NAILS TOP &
<br /> a % 1 t/" TIMBERSTRAND RIM BOARD, TYP T SHEATHING •
<br /> BOTTOM INTO EACH JOIST S
<br /> 4 / WALL FRAMING �1ELA SI
<br /> / < ° ° • PER PLAN WHERE w
<br /> II $ � .z .z ,. �z z. iri. ,Ji r{ �, �� MSTCxx63 STRAP PER PLAN H RE OCCURS 'cN .0E . 9
<br /> ! I n 1 /4 TIMBERSTRAND _ AND SCHEDULE �� r• c
<br /> S : SPLICE SHEATHING @ � + I n I II RIM BOARD, TYP
<br /> RIM BOARD WHEN ABLE
<br /> I I j % 1 o I i SPLICE SHEATHING @ '"""'"E -vLI -
<br /> ��� ,Q 52184 �� ��
<br /> RIM BOARD WHEN ABLE FJ, FGISTER Vti�
<br /> / J'
<br /> I ! v ADDITIONAL BLOCKING @ STUD 2x4 WI + III •
<br /> 2 8d NAILS I % ADDITIONAL BLOCKING @ GLB PER PLAN • IDNAL E
<br /> POST LOCATIONS & BEARING WALL @ EACH WEB i i
<br /> STUD POST LOCATIONS &
<br /> TJI JOIST PER PLANy` 1 " T SHEATHING •
<br /> �� SHEAR WALL SHEATHING & NAILING //i ,�1► BEARING WALL PROVIDE 2 /2 MIN $ / „ „J, „ „ „ „ „ „ l �� ,� ,� „ EXPIRES: 07-07-20PER SHEAR WALL SCHEDULE BEARING EACH SIDE / \ •o.
<br /> TJI JOIST PER PLAN / SHEAR WALL SHEATHING �,
<br /> METAL HARDWARE PER f & NAILING PER SHEAR
<br /> SHEAR WALL SCHEDULE �^ WALL SCHEDULE 1
<br /> STUDS PER PLAN & GENERAL TJI BLOCKING @ 48 OC
<br /> 10.
<br /> STRUCTURAL NOTES POST PER PLAN s ►• z
<br /> PROJECT NAME:
<br /> "0x5" WOOD
<br /> —I= STUDS PER PLAN & GENERAL • 1� S REWS4AT BEAM EACH
<br /> METAL HARDWARE PER „, STRUCTURAL NOTES •°
<br /> SHEAR WALL SCHEDULE _ SIDE OF BLK'G
<br /> \ 0
<br /> �/`- 4x SOLID BLKG BEHIND STRAP '"'
<br /> WHERE MARKED ON PLAN c
<br /> MEMBER ALIGNED UNDER FACE OR ono
<br /> STUD SHEAR WALL ABOVE U
<br /> 5 TYPICAL EXTERIOR WALL PERPENDICULAR TO JOISTS 6 TYPICAL EXTERIOR WALL PARALLEL TO TJI JOISTS 7 TYPICAL INTERIOR COLUMN TO BEAM DETAIL 8 TYPICAL W N E
<br /> C SHEAR WALL HOEDOWN AT MEMBER BELOW � � �
<br /> '� '..,' '� WALL OR ROOF FRAMING PER
<br /> ti ti •--.._., WALL SHEAR WALL WHERE
<br /> WALL FRAMING PER PLAN, Z
<br /> SHEAR WALL WHERE LOCATED LOCATED (NOTE-2)
<br /> (NOTE-2) BOTTOM R EXTEND SHEAR WALL O
<br /> BOTTOM R SHEATHING & NAILING TO TOP �l
<br /> CHORD, EXTEND PAST SHEAR
<br /> \_,
<br /> , „ „ „ „ „ ., „ „ „ , WALL MIN 24" EACH END
<br /> 0T/SHEATHING
<br /> coT/SHTG , „ „ „ ", „ „ — „ „ „ „ „ „ ,1 „ „<, ,
<br /> SHEET TITLE,
<br /> SHEATHING PER PLAN
<br /> SHEATHING PER PLAN S
<br /> 5
<br /> 0 0 - -o-----o
<br /> RIM JOIST OR BEAM
<br /> RIM JOIST OR BEAM ( PER PLAN (NOTE-2)
<br /> \.....
<br /> PER PLAN (NOTE-2)
<br /> DOUBLE TOP R STRUCTURAL
<br /> DOUBLE TOP R BOTTOM R DETAILS
<br /> HEADER PER PLAN HEADER PER PLAN
<br /> WALL FRAMING PER PLAN &
<br /> TRIMMER STUD, MULTIPLE STUDS \ WALL FRAMING PER PLAN & _ GENERAL NOTES
<br /> GENERAL NOTES IBC 2015
<br /> PER PLAN OR GENERAL NOTES, TRIMMER STUD, MULTIPLE STUDS --4-- �,
<br /> WHERE LOCATED PER PLAN OR GENERAL NOTES,
<br /> __l/`— ,-.., WHERE LOCATED
<br /> NOTES: SHEET NUMBER;
<br /> 1. WALL SHEATHING NOT SHOWN FOR CLARITY
<br /> NOTES: 2. WHERE ROOF ABOVE. RAFTERS OR PRE-MANUFACTURED
<br /> 1• WALL SHEATHING NOT SHOWN FOR CLARITY TRUSSES PER PLAN REPLACES RIM JOIST S 4
<br /> 2. WHERE ROOF ABOVE. RAFTERS OR PRE-MANUFACTURED CITY OF EVERETT
<br /> TRUSSES PER PLAN REPLACES RIM JOIST '
<br /> REVIEWED FOR PERMIT S 5
<br /> 9 TYPICAL HEADER FRAMING FLUSH WITH BOTTOM OF JOIST 10 TYPICAL HEADER FRAMING DROPPED BELOW JOIST 11 NOT USED 12 NOT USED
<br />
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