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<br /> PANEL EDGE NAILING ���..�
<br /> � OVER ALL HOLDOWN STUDS �
<br /> iziz4 Third Avenue-Suite�oo-Seattle,WA g8iz�
<br /> HOLDOWN �where occurs� PANEL EDGE NAILING p� 206�443�62�2 ssfengineers.com
<br /> � 18 PER PLAN W/ A.B. PER
<br /> �+ 934 Broadway- Tacoma, WA g84oz
<br /> j #4 x .� � 18 0� HOLDOWN SCHEDULE OVER ALL HOLDOWN STUDS p� �53•2H4•947o ssfengineers.com
<br /> FACE OF WALL BEYOND P.T. 2x PLATE W/ A.B. P.T. 2x PLATE W/ A.B.
<br /> � � PER SHEARWALL SCHEDULE SHEARWALL PER PLAN PER SHEARWALL SCHEDULE co ht 2017 Swenson Say Faget-All Rights Reserved
<br /> #4 CONT. AT OPENINGS � SEE PLAN FOR SLAB SHEARWALL PER PLAN ; ; (5/s"0 (� 48"oc elsewhere) (5/s"� C� 48"oc elsewhere)
<br /> � THICKNESS AND ' '
<br /> ; � SLAB ON GRADE �/s"0 PAB (� HDA (7" embed) -
<br /> : REINFORCING (typ.) (2) #4 CONT. TOP � ti � „ -
<br /> � ,, ,, PER PLAN 1 � PAB � HDB 17 embed
<br /> (1 ea. side of a.b.) ;; _ ;� HOLDOWN (where occurs) � � .� ���,�
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<br /> �� BY MANUF. SEE PLAN � �' .
<br /> °° '� �� � FOR MORE INFO. SLAB ON GRADE ��G � _''�' �x�
<br /> � �����,��,��,� � ti o �-� ° °�_ r°��° _ � ° � r�n PER PLAN _� � �
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<br /> VERT.(alt. bends) � `-- , -' �
<br /> 2 4 CONT. � � DRAWN:
<br /> � �# #4 (� 12"oc HORIZ. • -__�--- , � � �
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<br /> ___ '"� � ' ' � DESIGN: •
<br /> ; � JRC
<br /> 5" 8° 5" oo �-t-- (2) #4 CONT. BOT. ; � � CHECKED:
<br /> , ALL FASTENERS INTO PRESSURE ALL FASTENERS INTO PRESSURE � -8 � �A
<br /> � TREATED WOOD SHALL BE GALV. TREATED WOOD SHALL BE GALV. ; � APPROVED: ABB
<br /> OR STAINLESS STEEL PER OR STAINLESS STEEL PER ; , ;
<br /> 5" 8" 5" GENERAL NOTES GENERAL NOTES ' '
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<br /> � GRADE BEAM, PILE
<br /> 1 T ical Turned-Down Slab Ed e � Exterior Wall w/ Slab on Grade 3 Interior Part Wal) w/ Grade Beam �
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<br /> ��" " ���� R ONS:
<br /> SHEAR ��/4" W/ (2)5/8"� THRU-BOLTS 2 5 2 �
<br /> THROUGH HORIZ. SLOTTED HOLES � II � "
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<br /> �IN
<br /> FACE ��/2"x CHANNEL — �
<br /> � ��I
<br /> DEPTH x 0'-9" W/ (4)5/s"� 'N �
<br /> EXP. BOLTS
<br /> BAR GRATING PER PLAN �
<br /> � ;
<br /> WALKING SURFACE BY 3�16 PROVIDE MIN. CONN. HSS COLUMN PER PLAN ; ; ^N '�' SHEARWALL PER PLAN
<br /> OTHERS � PER GRATING SUPPLIER � ; ��-`V� — P.T. PLATE W A.B. PER
<br /> —.. ��`V � ; BASE ��/2"x8"x1>_6» W /
<br /> —� —� - - � PANEL EDGE NAILING OVER- SHEARWALL SCHEDULE
<br /> , _ 12"x24" CONC. PLINTH W/ ; ; (6)3/4"0 A.B. (7" embed) ALL HOLDOWN STUDS (5/8"� (� 48"oc elsewhere)
<br /> __ _ --�; (10)#5 LONG. (5 ea. face) ; ; ON 1" SHIM & GROUT (3x SILL PLATE REQ'D. C�
<br /> " " & #4x 0 t� 5"oc VERT. � � DBL. SIDED SHEARWALL) � �
<br /> #4 � 12"oc HORIZ. » �,�, REDUCTION IN SECTION PER , , CHAMFER PER ARCH. HOLDOWN PER PLAN r , DPD:
<br /> 2 r- CHANNEL PER PLAN, GALV. ARCH. SHALL NOT EXCEED � � � � (4)#5 CONT. TOP & BOT.
<br /> � �� �1� i i
<br /> 2�„ PER GEN. STRUCT. NOTES 1 EA. SIDE 2 SLAB ON GRADE PER PLAN ; ; SLAB ON GRADE PER PLAN
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<br /> #4x � � 18 oc ; � PROVIDE (4)#4 TRANSV. � � � �
<br /> 9" 8" 6" �, 6" �' 0" 6" TOP & BOT. (� PAB LOCS. �'-8'' PROJECT TITLE:
<br /> � ; � ; (2 ea. side of pab) ; � PIN PILE PER PLAN, REFER Everett Safe Streets
<br /> � � , �
<br /> , � , �
<br /> ' ' ' TO GEN. STRUCT. NOTES &
<br /> ; � ; PIN PILE PER PLAN, REFER ALL FASTENERS INTO PRESSURE � � PLAN NOTES FOR INSTALLATION Supportive Housing
<br /> 6„ #4 (� 12"oc E.W. HORIZ. � TO GEN. STRUCT. NOTES & TREATED WOOD SHALL BE GALV. ; � '
<br /> IN KEY � PLAN NOTES FOR INSTALLATION OR STAINLESS STEEL PER
<br /> COL. PLINTH (omit (� sim.) GENERAL NOTES � GRADE BEAM, PILE, HOLDOWN, WALL 6200 12th Dr. S.E.
<br /> � , .
<br /> FTG., PILE Everett, WA 98203
<br /> 5 , Brid e Over Bioretention Swale 6 T ical Concrete Plinth 7 Interior Corridor Wall w/ Grade Beam �
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<br /> ARCHITECT:
<br /> SHEARWALL PER PLAN — -
<br /> (non-shearwall C� "SIM")
<br /> EMBED �3/s"x10"x2'-0" PANEL EDGE NAILING OVER �� y
<br /> ALIGN W/ RAIL SUPPORT ALL HOLDOWN STUDS
<br /> environmental
<br /> LOCATIONS, PROVIDE 24
<br /> �2n (6)5/e"0x4" W.H.S. (� 8"oc E.W. #4 x 24�(� 18"oc HOLDOWN (where occurs) .T. PLATE W/ A.B. PER �/�KS
<br /> BY MANUF. SEE PLAN FOR SHEARWALL SCHEDULE
<br /> blockout MORE INFO., HOLDOWN MANUF. (5/s°� � 48"oc elsewhere) Community Design Center -
<br /> �-- ---, TO INSTALL A.B. (� SLIGHT 402 15th Avenue East
<br /> ANGLE IN ORDER TO CENTER SLAB ON GRADE PER PLAN Seattle, WA 98112
<br /> 5 � � o � � o � � o � __ __ ,a � o � ,� a G � � ,� ROD � FLOOR ABOVE 4" INSULATION PER ARCH PH 2O6.329.8300
<br /> CAP � /s"x8"x0'-8" ^ � FX 206.329.5494
<br /> (4" conc. embed) (2)#4 CONT. TOP �
<br /> ISSUE:
<br /> ELEVATOR PIT (1 ea. side of a.b.)
<br /> ,� �� VERIFY SIZE AND � • ;i• Permit Correction
<br /> ;; ;; PIPE SLEEVE BY OTHERS DEPTH W/ ARCH. „ , . , � , , ,�, �, ,
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<br /> ;�----� FOR SNUG FIT DRAWINGS �� , �; � '��'� ° �� ^��� Construction Set
<br /> 316 ; ; -- #4 � 12 oc HORIZ. CTRD. #4x L� 12»oc �� � � G�������r�a������ �
<br /> / ' ; �� �� SHEET TITLE:
<br /> � #4 x � � 12 oc VERT. CTRD. (alt. bends) � ;� �
<br /> � ; � (embed 7" into pit slab) `V • • , «,; • (4)#5 CONT. TOP & BOT. T ICq�
<br /> ; ; 6 � PIN PILE ;; yp
<br /> � � WATERSTOP BY OTHERS TYP. - �� Concrete
<br /> � � , „
<br /> ' ' � _�-�__ �/8"� PAB (� HDA (7" embed) Deta i Is
<br /> ; �
<br /> � ' o #3x�(� 6"oc - �_ _'___ 1"� PAB C� HDB (17" embed)
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<br /> - �--- ==r� � ' - � � � sc
<br /> O ; ; ; ; FOOTING DRAIN BY OTHERS r'' � ' ` ' � �, 3/4" _ �'-o" U.N.O.
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<br /> ATE:
<br /> January 26, 2018 �
<br /> ; ; ; ; ; i
<br /> ; � ; ; NOTE: PROVIDE MISC. ALL FASTENERS INTO PRESSURE 5" � 10" � 5„ PROJECT NO:
<br /> as re uired to ; 8„ � � ; #5 (� 12"oc EACH WAY METALS AS REQD. BY TREATED WOOD SHALL BE GALV. ; ; 00306-2016-07
<br /> � � ; � TOP & BOT. ELEVATOR MFR. OR STAINLESS STEEL PER � I � PIN PILE PER PLAN, REFER �
<br /> facilitate wall forms � � � ; GENERAL NOTES � ' TO GEN. STRUCT. NOTES & SHEEf N0:
<br /> ; , , � ,
<br /> ; ' � ' � PLAN NOTES FOR INSTALLATION
<br /> � GRADE BEAM, PILE
<br /> � PILE & WALL TYP. •
<br /> T ical Pile Ca 9 T ical Elevator Pit � � Exterior Wall w/ Grade Beam � 2
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<br /> NO: OF SHEETS:
<br />
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