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� ; 2 ; 3 � 4 , 5 <br /> � <br /> ---,.. <br /> �, � �� ' 4 �� 5 �! � 7 �8�� � ,�� 11 12 �,13 14 �� ��15 � �� 16 ��� z <br /> � �, � 1 , <br /> � �� ,�, � � W <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 <br /> i i i i i i i i i i t � i 2 i i <br /> ' � 5�� , � I MICHAEL NOUWENS <br /> I � <br /> � <br /> I I tructural Consultants <br /> � r. . . .. --- - , , .. _., ,,, i , . .,. -------- ---� _ . . _. _ . � <br /> , . --�-�, .w .. ..._.: <br /> .. ._.__..w_ i i <br /> �. /1 I-- _ _ _ - - - -_-- �, - - - - - - - - - - - - - <br /> :,.. _ _�_ <br /> � FP511 <br /> SWE-3D <br /> - - -:, - — - — _, ... . .., .:. . - - - - - 3 — - - - — - — - - - — - — - — - ;- - - �- ;. .,.. . . w =_� - �� A 305 N W 178th Street <br /> .,. �,. _ _. _ ___. � <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 <br /> -- _ � � p V � V � ��F�3�� � P 206.546.8446 <br /> , _- I, •– <br /> � - " � � � �,�TraM i i i i � ,, c�'n i i c�i� { N �` � # m I �_ I �, <br /> ��� w __ LL � <br /> -� �� � � `' / � � � � ��� I I!� <br /> ; <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 � � � ' <br /> �--�� � i _. � i i <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. <br /> , _ a � <br /> , � _ <br /> � I �- : � (I , � � � ,� ° ;I �I �I ��� � �'' � ....e...,a.� � � SWD-3B s � ��� = � � �''� � � � <br /> ; �, <br /> , � , i � ; € i � , <br /> I � � � � i . '� i ! � i i � i ; i�;; €� __ LL _ . � �� i d ,� <br /> m_ i <br /> � � _.. <br /> � <br /> - - - - � � � - - � - - I <br /> � , ::� ,� �_ . p �w.. ....� <br /> � <br /> � { .�,.: 4, . ,;, : , _ _ m_ <br /> - - - - - - -- - ---r- M . - - - ,� - - - ...-., .. �. .....,.<.,. �f .<,:,. ,., <br /> _ ` e� 24644 <br /> �'� --� � �. u:. ,.._ ,�.. �.� w� � -�. <br /> _ � �,,�� _ w.�:_.. _ - , <br /> I FP311 @ 16"oc � LL� SWD-3B � � _ , I � / � - - -- - - — - B <br /> � <br /> i SWD-36 SWD-36 i i �- � SWD-2A o '2� � � Sjp�L �l <br /> � <br /> � � <br /> _. <br /> `�� � 1�; ► SEE 11IS410 FOR REQUIREMENTS AT ! 12-8-2017 <br /> ` ' � <br /> I � � �-3B� � � I � 5� � � � � � ; 5 � <br /> � . � �...,�. _, ra ��� � .s .w K,.., , ,r � ,,,v.. , � - — - - ,— - .�.W..,m . - � � '��, <br /> � i i i i i i � v i i i ' � <br /> - - - - - - - - � 2x4ST -�'= - - - -� ` -, , <br /> , - — -r�---, cn FL311- - , — -------� — - — - - - - - - — - - — - I <br /> , I WI HIN HEARWALLS TYP <br /> : s ���M�.n ;, , , # : � � � , I � � <br /> � ' F ' ' s � PROJECT <br /> � <br /> �� . ,/ � � � ,; � ,. �E - . <br /> , <br /> ; <br /> � � �� � � • , } � � ,,, � ��.� � C� � 3 � I� _._..__._.� _ <br /> � <br /> � ' �� <br /> _._.._ �._ <br /> , � <br /> ; __�a� � � � <br /> , � • I �, . <br /> .�,�..W�,. ' <br /> � _:� ...�. <br /> I i � � i I � �� �; �� �., _ � :' L "� i <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. � * <br /> I <br /> f � ` � I � ��.-:_, f� �� ___-; 4 x 25 � ���"�� .�.� � �,.� � Cen LeC ' BaSe ��n�CaCi� <br /> � C I � + N � �p � � <br /> � � ; .� <br /> , � � ; � � _-- �� �.� Q ,, CS1 � a, �� ----_ ;;��...... PROVIDE BLOCKED I i C <br /> , �; <br /> � r-�----�= F � --- � � � ;� , ,� i � <br /> C �� i i ` � �` � — (3)� �' — � <br /> �� <br /> � . <br /> � � � FL319 ON E , �� � �� �- `� � � � L3 DIAPHRAGM IN ZONE <br /> - — - — - — �x ...� �.� .,�:.�..,,� : . �: �-- .� _ �..,-� .�: m - � - <br /> .�...�:., - ,,�, � + €� '� � � SWE� D 2x4 ST 5 � F 11 J <br /> _ <br /> �, - - - � : SIDES OF SHAFT.._,,,� ` ,�„� �, �, � � �1 4 �� � ��9 � BETWEEN COLLECTOR <br /> � <br /> �� <br /> �`" `-- AND SHEARWALL. <br /> �o ���� � �� �SWE-3D } il` 5 � ��� M � �� � � � ( �' �� <br /> . <br /> � : � ��, �„ ��:e� �? <br /> . <br /> � � � � �`—� --: '�_- �. ,__ .�: ; _ ,� � --- ��� I� V < � � .s � 1' �� �i � 1( � '��� ; � <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 � � , �� � ; <br /> ! � � i u' � � � i � � i �-v� <br /> � <br /> _ <br /> �_. � <br /> cn � , � X � <br /> � � � ��� �� <br /> x.. �,;. ,, .,. �;. ,_ m.; : ...:. ,. ' ,.. . , <br /> :�. ...,.:� , ..,-,. m_��.. �__._ ..,,r .�, � �. ,. ...,,. , _ _ .,y.. , .. . _., r� � � i <br /> - — - - - -- - , �_,.. <br /> _�__�._ .: _ _.._ <br /> ; :� �m.._,_ - - - <br /> _._ � � �� - - -- - - - <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. <br /> � O <br /> c � � S-� 12 <br /> W <br /> a <br /> o Q �� <br /> a m � COPYRIGHT MNSC.ALL RIGHTS RESERVED. <br /> – ORIGINAL SHEET SIZE IS 24'k36" <br /> -- � -- — --- <br /> 1 2 � 3 i 4 5 , <br />