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<br /> I I I I ! I I 1 I I I I I ! I �
<br /> � 2 x 6@ 16"oc TYP AT PERIMETER. � LINE AT SHEARWALL CALLOUT INDICATES � � '
<br /> ' � ' ' ' 2 x 4@ 16"oc EA SIDE TYP ' ' EXTENT,TYP. PROVIDE CONTINUOUS ROD ' �— 1"GYPCRETE OVER 1/4"ACOUSTIMAT ' � ' 1301 First Avenue, Suite 301
<br /> AT UNIT DEMISING WALLS. , HOLDOWN(i.e. EARTHBOUND)AT EACH ' OVER 23/32"APA SHEATHING AT FLOOR ! -- FL311 TYP AT OPENINGS Seattle, WA 98101
<br /> � �� END OF EACH SHEARWALL EXTENT,TYP. � i � � IN EXTERIOR WALLS
<br /> i i i i i i �� i � � i i ! i i
<br /> � � � � i http://www.gglo.com
<br /> ; I � DESIGN-BUILD CURTAINWALL SYSTEM
<br /> i i i i i �- TYP FRAMING AT CORRIDORS: \� i i i � i BY OTHERS. PLACE FP511 AT ELEVATION � � i
<br /> -F�311 RIM AT ALL CORRIDOR WALLS �� OF INTERMED LANDING. � I
<br /> -51/2 X 6 GLB CROSS BEAMS AS SHOWN !
<br /> � -11 7/8"TJI 210 16"oc BETWEEN � 11 7!8"TJI 210 @ 16"oc � � p
<br /> � � � � � @ � � � � ' AT STAIR MAIN AND ' ' ' '
<br /> CROSS BEAMS ,
<br /> ( � INTERMEDIATE LANDINGS,TYP I I
<br /> �i I
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<br /> ' � 5�� , � I MICHAEL NOUWENS
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<br /> I I tructural Consultants
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<br /> SWE-3D
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<br /> ��� � ��� � ! �' � �� SFioreline, WA 98177
<br /> �� � � � � ' ��� � � / ���� CMSTC16 x 30' , ' �', -
<br /> r� i i i i ; i M � � �i i� � � t �� ��- i i � i michaei@nouwens structural.com
<br /> i � m ¢ Q ���- FP311 16' oC I� www.nouwens-structurai.com
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<br /> �'� `� � 11 718"TJ I 560 16"oc � � ' �� � � , � � � '� I� �'�
<br /> � @ ` i _ ,�� �� ,� � i �.m..__ i ��'�� � � F�. � ,.�a �� � �i i �.� � � �� t cn � � M 1 ON(2) i
<br /> , a �; f E �a F ; � �,� � � i S DES OF SHAFT
<br /> PROVIDE BLOCKED DIAPHRAGM PER GEN STRUCT NOTES , G � � t a I � I �
<br /> E A S T O F T H I S L I N E. N � � � � �p , � � „_.._._., M � � I I — GL 51/2 x 6 CORRIDOR CROSS i
<br /> °�_� � � , �m-- z�w:.�-�m.,,.� r- i B E A M S @ E Q U A L S P A C I N G F R O M � i 7�
<br /> i � � i ,�� CTR BEAM ON �'�--` v i �� ' �; i � € �
<br /> : 1, `° � i G�_, `--�.-� � ----�-�-' -----<��- �-�.'�-�---- 5 ----- u. F GRID 3 TO 15. PROVIDE DBL CROSS� �,, L•.`\TO
<br /> � � I FL311 N EAST/WEST WALL I �, � " � ;�� 7�--" � r J 11 @ 16 oc BEAM AT FRONT OF ELEVATOR � g�s
<br /> � ���J-� � ALIGN THIS CORR CS16 x 50' , �FL311 � ���" � �� / �P3 �� '
<br /> � .. „ ��. .� .,a� ' � i ��� � ��i� � 16/S411 i � � � '
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<br /> � � � � � 5 � �� � �
<br /> �- �� ,� CROSS BM W! �`�° �5 � � � w , �� � i ' AS SHOWN. PROVIDE WNP66 HGR , �
<br /> - � HHUS410 HGR —t-� � � ��;� � � ,� , � � �����; ��-� �� ELEV WALL ` �-, � � � , � EA END OF CROSS BEAM TO RIM.
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<br /> � I �- : � (I , � � � ,� ° ;I �I �I ��� � �'' � ....e...,a.� � � SWD-3B s � ��� = � � �''� � � �
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<br /> I FP311 @ 16"oc � LL� SWD-3B � � _ , I � / � - - -- - - — - B
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<br /> i SWD-36 SWD-36 i i �- � SWD-2A o '2� � � Sjp�L �l
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<br /> `�� � 1�; ► SEE 11IS410 FOR REQUIREMENTS AT ! 12-8-2017
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<br /> II � _ � � ( � � � � � � � � � �- � ►- ' � � �' � CONT FL311 RIM OVER CORR WALLS, uon. ;
<br /> OFFSET BEAM �,..:' c.,,.. .mr-=�_� � s ' � �r ' � �` �
<br /> ! � ` m � ��� �� (NO JOINTS ALLOWED WHERE NO STUD I ; Cocoon House Youth
<br /> ��� i 6 FROM GRID � �, � � ; i i � �� - � �; X I' WALL OCCURS BELOW. � *
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<br /> f � ` � I � ��.-:_, f� �� ___-; 4 x 25 � ���"�� .�.� � �,.� � Cen LeC ' BaSe ��n�CaCi�
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<br /> � � � FL319 ON E , �� � �� �- `� � � � L3 DIAPHRAGM IN ZONE
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<br /> .�...�:., - ,,�, � + €� '� � � SWE� D 2x4 ST 5 � F 11 J
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<br /> �, - - - � : SIDES OF SHAFT.._,,,� ` ,�„� �, �, � � �1 4 �� � ��9 � BETWEEN COLLECTOR
<br /> �
<br /> ��
<br /> �`" `-- AND SHEARWALL.
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<br /> � � ��.
<br /> CONT FL311 RIM OVER � � � _� ` � � �r ��'''� � � � ���� ;� SEE 20/S411 WHERE �` � �� �- I� � FLOOR JOISTS PER ���
<br /> � � � � �
<br /> � SCHEDULE UON."
<br /> , CORR WALLS, uon. "'�; ; - f ' CMSTC16 x 31'� cn JOISTS ARE PERR TO / �. c`"� iI `- -� . / �
<br /> � � (NO JOINTS ALLOWED ��� � `- �� � X � �� INTERIOR WALLS. i �, i , �� m
<br /> � o � �' i
<br /> � WHERE NO STUD �� � � � � ��° � -. � i �' �� o �
<br /> WALL OCCURS BELOW). j � � , �-- w � � , �� � ;
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<br /> - - -� PROJECT ADDRESS:
<br /> :, i _
<br /> I SWC-3A; � � � SWC-3A � i SWC-3A
<br /> , ,, a � ; I � i
<br /> ; 3530 COLBY AVE.
<br /> � �
<br /> -�- �� ��$ � �� �is°TJI 560 �s°oc EVERETT,WA 98201
<br /> � � ,
<br /> PROVIDE 2-2X6(OR 3-2x4)STUDS � `�" `�" � : � � @ � ' � ' � � �— SEE 19IS411 FOR BLOCKING REQMNTS ' ' � i
<br /> TYP AT CORR WALLS BELOW ROOF � � # .m.� � n � i SEE DETAILS FOR STEEL I TYP WHERE JOISTS ARE PARALLEL TO ��, '
<br /> LEVEL CORRIDOR CROSS BEAMS ABOVE. � � �� � , � 2 x 6@ 16"oc UON I PLATES TO SUPPORT � INTERIOR WALLS. ' '
<br /> � 1 a+� � � � AT INTERIOR. SEE ARCH'L � i -ELEVATOR RAIL BRACKETS- — - — - L— - - i _ _ _ _i_ _ _ � _ _ _ _ _ � _ _ _ _ _ _ _ _ _ � ��
<br /> ° I' '�� � � � � � ����� � ���� � � WHERE WALL WIDTHS VARY. �� �
<br /> ,��� ; SWD-3B � �� �
<br /> �����\,��� �,� I, �� OWNER:
<br /> ( G _ — _ � " �� � . — _ _ ����� �_ — _ _ ; _ — _ ��� � � � ' ' ' � FLOOR FRAMING PLAN NOTES�� 0 ' �� � COCOON HOUSE
<br /> � > ' 2929 PINE STREET
<br /> .� i I a � � - PROVIDE FL311 CONT RIM ALL SIDES OF STAIR � � �
<br /> INDICATES COLLECTOR STRAP i I� `L 11 7/8"TJI 560 @ 16"oc i ' AND ELEVATOR SHAFTS,TYP � � ' � 1. TYPICAL FLOOR CONSTRUCTION SHALL CONSIST OF 1 1/4"MAX GYPCRETE TOPPING(1"THICKNESS WHERE ACOUSTIC ! EVERETT, WA
<br /> TYP PER 18/S411. � 5\ � � MAT SPECIFIED ON ARCH'L)OVER APA RATED SHEATHING(THICKNESS AND SPAN RATING PER GENERAL STRUCTURAL ; 98201
<br /> � � ' '�`�` � ' NOTES)GLUED AND NAILED TO JOISTS PER SCHEDULE ON THIS SHEET, UON. NAIL SHEATHING @ 6"oc AT PANEL
<br /> �1 � � �� � I I � I � I I I t I ��
<br /> �
<br /> � � � � �� � �� � EDGES,4 oc OVER SHEARWALLS BELOW AND 12°oc TO ALL INTERMEDIATE FRAMING MEMBERS, UON. SHEATHING '
<br /> �' �' x � � I NAILS SHALL BE PER GENERAL STRUCTURAL NOTES. SEE ARCH'l FOR GYPCRETE AND ACOUSTIC MAT SPECIFICATIONS.
<br /> `° � _ _ ', � I
<br /> �� � � � `2� � � � � � � � ? SEE ARCH'L FOR TOP OF FLOOR SHEATHWG ELEVATION. �
<br /> � _ o � ,� _ GL 51/2 x 6 CORRIDOR CROSS 3, ; I j _
<br /> \ H � � BEAMS EQUAL SPACING FROM
<br /> �/ :.. . ,. , . , ,, @ ,
<br /> � i ��'�tl • � "' � 'i � � GRID C TO J. PROVIDE WNP66 HGR i i i i i PROVIDE(2)BEARWG STUDS MINIMUM EACH SIDE OF OPENINGS AND EACH END OF HEADERS AND FLUSH BEAMS i
<br /> �; ; � I i EA END OF CROSS BEAM TO RIM. , ABOVE,UON. MULTIPLE BEARING STUDS SHALL CONTINUE THROUGH LEVELS BELOW TO FOUNDATION. PROVIDE SOLID 5 12I08I2017 BASE CONTRACT PERMIT
<br /> � I I 4. BLOCKING THROUGH INTERMEDIATE LEVELS. SEE ALSO 2&6/S410. RESUBMITTAL
<br /> � �¢� �"�''` � ' ' ' ' 2 10/0912017 ADDENDUM 2 �
<br /> i !� � `: � '_ �� i � i i i i i i � � � i
<br /> � �� �w,,.a...� � , ' X� �� ; � � 5. SEE 16/S410 FOR STUD TO STUD NAILiNG AT ALL SHEARWALL ENDS AND INTERSECTIONS,TYP. i 1 10/0212017 ADDENDUM 1
<br /> ' � � I � � MARK DATE DESCRIPTION
<br /> B I I � �� � � iI � - FP511 ON 3 � � � i i 6. SPLICE TOP PLATES PER 1/S410,TYP. ; � B ----
<br /> � ° 0 - ( > i i � REVISIONS
<br /> \ J
<br /> � . _ . r R . � , ,�� ____ . .. _ :!L � SIDES OF SHAFT 7. SEE 9/S410 WHERE PLATE OR STUD NOTCHES OR DISCONTINUITIES OCCUR DUE TO PLUMBING,SPRINKLERS,WIRING, !
<br /> _ ., �,. , _.- �. , _-�..., �,.,��-�.. u.�., „-. . ,� . .. ._k i ETC i
<br /> - - - -� - __ i i i i i i
<br /> ��� SWC-3A ! 8. VERIFY DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWiNGS. ���
<br /> SEE 14 AND 15/S411 � � � � � � � � � � � � � � � �
<br /> ATEXTERIORWALLS � - - � - - - - - � - - - � - - - - - - j - - - - � - - - - - i - - - - - - - - -'� 1'�
<br /> � �
<br /> ! i i i i i i i i i i i , i i i i
<br /> � �
<br /> i i i i i i i i i � i � �
<br /> I I WOOD BEAM SCHEDULE
<br /> � � � � � � � � � � � ' MARK ; BEAM ' MARK BEAM �
<br /> i i � i � i i i i i i i i B26 2-2x6 i L19 13/4x91/2LSL i
<br /> D 12/0$12017 BASE CONTRACT PERMIT
<br /> ; B28 2-2 x 8 L111 1 3/4 x 11 7/8 LSL ; RESUBMITTAL
<br /> �- C 10/06/2017 PERMIT SET
<br /> � � � � � � � � � � � ' '6210 2-2 x 10 � L35 31/2 x 51/2 LSL ' ---
<br /> ' B 09/2212017 BASE CONTRACT BID SET
<br /> � B212 2-2x12 L37 3112x71/4LSL
<br /> � ' � � � � � � i � i �� i A 08I25/2017 DESIGN DEVELOPMENT
<br /> ! i i i i 838 ; 3-2 x 8 � L39 � 31/2 x 9112 LSL
<br /> � � I 6310 ' 3-2 x 10 L311 3 1/2 x 11 7/8 LSL ' MARK DATE DESCRIPTION
<br /> SHEARWALL TABLE (ref 18/S410) � ISSUE INFORMATION
<br /> �
<br /> 648 4 x 8 P39 3112 x 91/2 PSL
<br /> LEVEL LEVEL LEVEL
<br /> MARK � � 3 6410 4 x 10 P59 5114 x 9 1l2 PSL i
<br /> SWA W66 - _ 6412 4 x 12 P79 7 x 91/2 PSL
<br /> B68 6 x 8 P311 31/2 x 11 7l8 PSL PROJECT NO.: �������•��
<br /> � I FLOOR JOIST SCHEDULE PRINCIPAL IN CHARGE:
<br /> B610 i 6 x 10 P511 5 1/4 x 11 7l8 PSL
<br /> ' SWB W4 - - � 40 psf LIVE LOAD PROJECT MANAGER: Michael Nouwens
<br /> B612 � 6 x 12 P711 7 x 11 7l8 PSL � OWNER APPROVAL:
<br /> A — SWC W3 W4 '; W6B LV17 1 3!4 x 71/4 LVL P714 7 x 14 PSL CLEAR SPAN ' ��IST � � --
<br /> SWD W2 � W2 W4 P514 5 x 14 PSL P716 7 x 16 PSL 14'max 11 7/8"TJI 110 @ 19.2"oc � II A
<br /> � SHEET TITLE
<br /> � P516 5 x 16 PSL P718 7 x 18 PSL 16'max 11 7/8"TJI 210 @ 19.2"oc
<br /> ' SWE 2W2 2�2 WZ � LEVEL 3 FRAMING PLAN
<br /> FLUSH-FRAMED BEAMS ARE NOTED WITH AN"F"PRECEDtNG 17' max 11 7l8"TJI 230 @ 16"oc �jJ
<br /> THE BEAM MARK: FB212,FL311,etc. 18'max I 11 7/8"TJI 360 16"oc a
<br /> SWx SHEARWALL MARK PER THIS TABLE. LINE AT FLOORS,TOP OF FLUSH WOOD BEAM IS AT TOP OF JOIST @
<br /> � L EVE L 3 F RAM I N G P LAN 3x INDICATES SHEARWALL EXTENT. NUMERICAL ELEVATION, AT ROOF, BOTTOM OF FLUSH WOOD BEAM IS AT 20'max � 11 7/8"TJI 560 @ 16"oc (.� �
<br /> � j CALLOUT(1A, 3A,etc.)INDICATES CONTINUOUS BOTTOM OF TRUSS ELEVATION.
<br /> �
<br /> � 11 7l8' TJI 560 @ 12"oc � �
<br /> � � � ROD HOLDOWN RUN EACH END OF 22'max '
<br /> � � � � 1/8"=1'-0" SHEARWALL. SEE 18lS413 FOR HOLDOWN � ;,
<br /> � ����� TABLE, � i SHEET N0.
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<br /> a m � COPYRIGHT MNSC.ALL RIGHTS RESERVED.
<br /> – ORIGINAL SHEET SIZE IS 24'k36"
<br /> -- � -- — ---
<br /> 1 2 � 3 i 4 5 ,
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