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� 1 � 2 3 __ _ � 4 5 � <br /> i � <br /> i <br /> 1 2\� �' �4� � 6 7' � ( 9 � 10 ( 1 �� 12 13 14 15 ! ��� , 16 ; Z <br /> � � � � � , � <br /> � _ <br /> �, � � PROVIDE CMSTC16 STRAP OVER THIS BLKG; �;� � <br /> � � ( , I �EXTEND 36"OVER FP511 TO THE EAST. p <br /> � i 1 � � i i i �5 i i i LINE AT SHEARWALL CALLOUT INDICATES � � �, <br /> I � 2 x 6@ 16"oc TYP AT PERIMETER. I I � ��; ! EXTENT,TYP. PROVIDE CONTINUOUS ROD , <br /> ; HOLDOWN(i.e. EARTHBOUND)AT EACH � <br /> i � � � /� 2 x 4@ 16"oc EA SfDE TYP � Hx INDICATES BEAM HANGER I � INDICATES STAGGERED 2 x 4@ 8"oc i i END OF EACH SHEARWALL EXTENT,TYP. � , , 1301 First Avenue, Suite 301 . <br /> i I / AT UNIT DEMISING WALLS. ��— CONNECTION PER SCHEDULE W�TH 2x6 PLATES,TYP. WHERE HOLDOWNS � � Seattle, WA 98101 <br /> I / I / THIS SHEET,TYP. OCCUR IN THESE WALLS, HOLDOWN STUDS i <br /> i i i � ; i i � i SHALL BE 51/2"WIDE.i i i i i � <br /> � DESIGN-BUILD CURTAINWALL SYSTEM http://www.gglo.com <br /> I � ' r- ROOF DECK AND PLANTER ARE ' � <br /> SEE 13/S411 TYP � /� " BY OTHERS. PLACE FP511 AT ELEVATION I � <br /> AT JOIST TO FLUSH � ' /� � ! ' BID ALTERNATES;EXTEND TYP <br /> OF INTERMED LANDING. LOW FRAMING INTO THIS AREA i <br /> � � � � � � � � � � 2-2x4 16" � , � FOR BASE BID. � <br /> i WOOD BEAM. �-�—� � (2)LSTA24 STRAPS FROM ENDS THIS WALL LINE - �� � � ; � � D <br /> I � SEE 131S412 FOR � � � I� FL39 TYP AT EXTERIOR OPENINGS I <br /> D � I / I I � I OF 10'LONG FP711 BEAMS TO <br /> � � ' 2x4 12" ' i AROUND LOW ROOF. SEE 9& 10/S412 ' <br /> , CANOPY FRAMING , i ; i i i i PANEL EDGE NAILED STUDS BELOW. i i <br /> i �5 \ @ � / � ' � � �AT P/�RAPETS AROUND THIS ROOF. ; <br /> I THIS WALL LINE -i- <br /> i FL111 CONT RIM BELOW ' ALLOWANCE FOR 25 PSF �;" `� '� <br /> ; i � i � i i i � � i i � i o i �5 i � i THIS WALL. PAVER SELF-WT AND ii � �I C H A E L N O U W E N S <br /> � � , � � � � 100 PSF LIVE LOAD. ' '�� <br /> � � I N V H 1 1 F L 3 1 1 H� � � ; H g F P 3 1 1�, H 9 H 9 F P 3 1 1 H g H 9 F P 3 1 1 H 9 H 9 F P 3 1 1 H 9 H 9 � F P 3 1 1 H 9 H 9 F P 3 1 1 H S � H 9 F P 3 1 1 H 9 �/ ' SWE-3D �� _ _- %� S t r u c t u r a 1 C o n s u 1 t a n t s <br /> _ _.__._. L311 <br /> �___ F �_ w.._ � <br /> � � � � <br /> - - - -�� - - - - - - � _ �. � � FP511 - � i � <br /> ( A _., �� . _ — - - - - - � - — — � __ � — --- --- -- — -- — - - <br /> � _., � � � _ ���_—�-��� „_:�..—�- �� ,�,�, �- .:�: .,. � � � . '� i 305 N W 178th Street <br /> � r � , �� � � ,-. � � ; ', � ; <br /> ( M � � � 1 11 FL311 o FL311 � FL391 FL311 FL311 \ shoreline, wA 9s177 <br /> � � � � � FL311 � FL3 m X �� � � �3� � � � I Ii � � michaei@nouwens-structural.com <br /> / � � � <br /> x / cp ( <br /> I I � X � r� �' � � r`� ti l�, � � I � www.nouwens-structural.com � <br /> H1 z � n. � � o � � � � � �, � � � � � ���� � L2J8 AT � ! SLOPE ROOF DECK AND PLANTER � P 2o6.s46.sa46 <br /> _ . � LL � � � �, � , a � �.�. ,1 �� � � � \� FL311 a � / N �� � ROOF DECK � L2J9 AT PLANTER � , JOISTS TO THE SOUTH PER ARCH'L. ; <br /> ; p I FL311 z i i �- " � i � � v� � cn � � � �� � � _ `� °�,,° � �- c� i i � i � � I <br /> � � � � � a � ..�.:.:..m_��.: ��..��m� � i u�'a. � � � ! �` �; ` � PERBCH�EDULE � � � � � �-� c.� � X ' - - �� � J ��.� �:�� W10x26. SEE �� � I � I <br /> � , � � � : � ��d�s.., _,-- � �'. ' i�� <br /> � �� L2J13 � � � L2J11 �� � ...,�.�,. � �� � ; ��.�� _ � ��-�--m � �, v� i - ��� � � �121S412 EA END � <br /> , �� � � __: i5 I � <br /> � � I � .,�� � THIS SHEET, UON- � � � � �� <br /> � ;. <i 4 �.._ " . :.� , � / . -- �� � �. <br /> PROVIDE BLOCKED DIAPHRAGM � � �I I � � � �'� � � L2J 11 �� ' �; � [ � ' �� � � � � , �� �� � � � � ALLOWANCE FOR 2'(90 pcfi�SOIL AT 3'MAX <br /> � � � I � I �z i � � �� <br /> PER GEN STRUCT NOTES I ���� � '� I I '� � �$ �-+��� ` �� �� � ��� � �� ; � � ����_a��.FL311 _� _ _ -� WIDE PLANTERS AROUND ROOF DECK. <br /> � - - -- , � <br /> �_�m__ <br /> ; �� �- I._._... �-€°-�- � � ��_____� • . ; � � E � � �.. � �� �.."�� � � � � � � I.. <br /> EAST OF THIS LINE. � � H15 SIM� �� cn � �---� r =_== � H15 �� i�--�:-: , � � � ---•---». � � � � - - - , �- � =_- - - -- � , � ,'�`,� L �� <br /> � `���`�`�� = I FP5� H5 � ` H2 �'� i N � �5� a; � 7 SEE 2/S411 TYP AT ---- ,n � FL311 a N H2� I � � M L2J9 AT PLANTER �12J9 AT PLANTER I� <br /> �, � FP711 � I 5 ; � � II p <br /> � ��-,� 'C� <br /> a-u---�-�-� � 5� ;§ �� i � 16/S411 0 � r ' JOIST TO STEEL BEAM. -�' � � � ,� <br /> '� € � � � � � � a LL � �4 BPKG�� _ (PEN)FP511� � J � ' <br /> / I , , 4 x �" � r. � �'� H4 � I 1 <br /> � � --- - ---- - - - <br /> . <br /> ��� i L2J91 i � � YI �LZJ12 �� � �� � � �� i � ;� � � �s � � �� � `� � C� � �----� � �� ���`�� "�� --- �� ------- - - � i� � <br /> ` � I a �� ;� �' � � ; �� �� �� �.m....��.�� � M � � I I SWD-36 � I I i <br /> � ; � � m i FP511 H7 � -�-��- � F1311 ��H10 � �FP511�°��� -�4 � � �-�----------�-w-- �-- ---�, FL311 � �;FL311 `�""� FP511� �"�'�; L2J4 � I I L2J5 ��� i L2J11 I ���� 24644 � <br /> - — _ — - - - - _ _��. - .' - � _ _- � ` v ,r . . ..;v;,_ .;>,,. _ - - _ . ' . ..._.. ,�_ ..s-�,. -.; : � � _ ,.,. ..�_, ,.„ ..,,:. . , - - .. , _ - _ , m— - - M— _ - — - �. _ _ � R j <br /> . . . . .. > � .. .. �.r:.,.:-.-._,�- . . ._ 2 . �- ✓ <br /> . � I w`� '� �-, WD-3B L2J11�� �i� L2J11��� � H6 �H6 FP2J11 I H6 H6 L2J1P511 ii � � � ��--, � �,� FP511 H4 , 2x4 12 THISWALLLINE�� FL311 , W10x26 � � � � ; <br /> z �, ����L2J12 5�� SWD-3B i SWD-3B , � i ��li " @ SWD 26, � o � � � % SIOp,�j,$� <br /> FP511 � � ' ��` � FP711 � � � ' ���� �� I L2J11 I I L2.111 � � � / L2J11 � �' ��,.��-�-`� ��j � __ � SEE 11/S410FORREQUIREMENTSAT 12-8-2017 <br /> ` H13 SWD-36 ' _. �* L2J12 � � , L2J11 � L2J11 I I � -..--- I <br /> 5� ° � ��-- �� �� I /� ="�° ti 5� i ,� � I I I I ,r, L2J 11 5�� ARWALLS,TYP. <br /> II � FL311 H16 M16 � �� � ' '�-J � i OPENINGS WITHIN SHE <br /> � �� II I <br /> i � �.� �p���__ � � � _ _H16 H16 FL311 FL311 „� FL311 � , � FL311� ,,�,_ � FL311 � � FL311 FL311 � FP511� � ; <br /> � FL311 I �� �� <br /> -��r '� - — - - � - - � 2x4 ST t; , H3- ;� � —� - <br /> � � �� ... - - � � - �- - - - - - - - - � <br /> - � - - � .�rz , "` _.�. �s _.�.FP511 � � I � g � �'� � � <br /> I I ` �' ���'�` ��� , ' � , ' ��w � "�� � � ��,_..,�.,� " ; � ��� ' �� �._�am _ � � '--- - - - --- - ' . '�'�`,, �'�,� ;� � PROJECT: <br /> � i � �,� � ;; L2J12 , 11- � � � � � ! � H15: �� H15 �� � � ��3/S411, REPLACE ,_,_._._M..�_.e 3 ;, � � � ;� I I � �� <br /> n�k.�-. � I � I i �., ' <br /> � � �..�..�� � � _._..� . �. � � � - - - - -- --- - <br /> � � ��, �i �� � <br /> r � � <br /> � , 9112"TJI 110 24"oc UON AT LOW ! <br /> ; (2)LINES OF COLLECTORS FROM GRID E � �.--..-��w_� ��� � � I I ? � , � �� � 5 ��" � L2J6 �� '' <br /> � !i � � °� i FL319 � � t I�I � � I � � ? � � �I SIDE PLATES W/ ; � �� � �� L� � ; @ <br /> TO NORTH EDGE OF BLDG. (PEN)=PANEL , a r- �_�� � �� � ��� `- � � � , � � ;� I� � KERF PLATE. ��� H15 �' � ' ��� �- ��.� m � � � � � L2J14�, o� � SOUTH ROOF. SLOPE JOISTS DOWN � <br />� EDGE NAIL FLOOR SHTG TO COLLECTORS. M � � � ;,--�, ��.,;,,�`��.� ������ ����� � �! � � ' � � � � � '.` '� � -� � °' � � � � cn �� M n �� l� � � I � '� � "_� COCOOI7 HOUSP. YOUth <br /> _ i <br /> ��� / �� � , g I I INTERMED � � � � (� TO THE SOUTH;SEE ARCH'L FOR � <br /> SEE COLLECTOR SPLICE SCHEDULE THIS LL � � : �2J3 ; �` � ' - '�i �,w�. ' <br /> SHEET AT JOINTS IN COLLECTORS. W W a � I I � ' I �o C° _ , "' "' � j M --�.�.. , � ^ � � l �, EXACT SLOPES AND ELEVATIONS. <br /> ^ � <br /> , h I z �, ,; , � ' � " ' � � �°-� � BEARING -��l _ � Center - Base Contract <br /> � ALIGN COLLECTORS WITH SHEARWALL ' � a a`L _ --- ;!-- --� .,H11, � � � � ���� - a _ -- �� ; -=_ : -�-�; CS14 x 25'� "' �j-� �� _-. �.� TYP LO ROOF � ��' I C <br /> -- - � - � �'� � �� <br /> � I �_ � I a � ___ ¢ ___ _ � -- - - € 12/S411 , PROVIDE BLOCKED � <br /> C ; ABOVE AND SHEARWALL BELOW. PROVIDE FP711 --- --- --N2 _ v�� ,1 1 '� � _ > - - M > -- � < , --- - !� - <br /> ! � = FP511 � � � � a $ �� � �- ����� , � �!- --� �' ;� � � �� TO BLDG WALL DIAPHRAGM IN ZONE � �5 <br /> �._..�..� ; � � ' � <br /> C BLOCKED DIAPHRAGM BETWEEN COLLECTOR— �� �� _ � ��� � ��� � �� _� _ � _� _ �t- � ' ` �� � � o c.� 2x4 ST � � �' � H2 � <br /> , ti _ ; <br /> i ` LINES AND 'W _ -, ! I SWE-3D � CMSTC16 x 31' ; ; a �__ , x � � � � �� �_ � � � FL311 AT BMS � 4 � � BETWEEN COLLECTOR <br /> 6 E S T O F C O L L E C T O R L I N E S. �„ ; , � o� �,p,��� M LL a � ������! i`" S W E-3 D X � � N O T N O T E D — �,._..� ;,_�,,� FL311 LL y'�, A N D S H E A R W A L L. ' <br /> i �---� z� i J c -_ - �.�--�g � <br /> I��' a � i I �J <: \ , , w- --- � �,s c.� :� �'S I� ,� �.t � � �� ) ___ : �n � ,n �; �{ /� -�� I I �/�' �' � PROVIDE►NTERMEDIATE BEARING <br /> --u- , � � Y-Ya = �� � � � a / � v � � �� ��.� ., M M ;; L2J5 - l I I /�, � AT GRID F FOR 18 AND 20 TJI JOISTS. <br /> � � rn � � I�� �� �I � � � �X � LL- / / ,.�..,....�. . _,,,� � � � �� o �� m I I ��� � <br /> �- �� � oa � �; � , � i � � `- .- � � � -'co � � � SEE 14&15/S411 `� ��� ��� , �� � �n � <br /> SEE 3/S411 TYP � �� � <br /> M --' FL311 AT BMS_. ' � �: o; � M -� � �-�..�- � � �.�_�. > X � I I <br /> � � � M =� � ,� � AT EXTERIOR WALLS SEE DETAILS FOR STEEL / (� � � � v � <br /> " I NOT NOTED;� ' `''� � � `" "- � '� ���� � � AT WOOD BEAM � � �� 11/5412 ��1 �. � , � � �� <br /> I <br /> , � � �- -' cn ,� N AROUND L2 FLOOR. ; PLATES TO SUPPORT � � : � �� cn _ _ ______ _ _ <br /> �� � TO HSS COLUMN �' �� c�� <br /> FL111 RIM/BLKG TYP UON I FP711 x 6' '� � � N� � �7 � X � = ELEVATOR RAIL BRACKETS � ' ' H14 H15 I <br /> ; � w, � . <br /> OVER EXTERIOR WALLS ;,_ � ' e, .. .. . �� ... :_.,.:� : ._ _ ._ . / J . . .. , W 27 x 129 H14 SIM FP511 � ' ; /��\ <br />� _. .. ,. . _ �_ _ _ �.. .< . _. ___.. _ . ._,.. .__:. �r .�. .,..�. ,� . . ,:. _ ..�__..�_. F - -- - � - - � PROJECT ADDRESS: <br /> , ., . �...A ,. ._ _-_ __.__ ,. .. , � HU W/CONCEALED FLANGE —� E <br /> BELOW WHERE FLOOR - - -i - - I � <br /> EXTENDS OVER WALL. SWC-3A, � SWC-3A INDICATES STAGG SWC-3A � � � .� X '� TO DBL STUD <br /> � �FP511 i � � � 5 �' � � <br /> � � <br /> � ;' , �` ' ERED 2 x 4@ 8"oc � � � �� � SIM FRAMING AND � � BA3.56111.88 ��� �., � ! i � 3530 CO�BY AVE. � <br /> ��-°-�� �j �� �� � �-` WITH 2x6 PLATES,TYP. WHERE HOLDOWNS i � I� DBL JOISTS AROUND HGRS FROM N 2 x 12 @ 24" � '� i EVERETT WA 9820'I <br /> v� �- , FL311 AT PERIMETER <br /> PROVIDE 3-2X6(OR 4-?�4)STUDS � � � ii �� � � � � ��� �� � � � OCCUR IN THESE WALLS,HOLDOWN STUDS� OPENINGS,UON � � ROOF HATCH AS � L2J5 TO W12 � / 2 ' � <br /> I <br /> TYP AT CORR WALLS BELOW L3 �.�- -�=��` N � N � � SHALL BE 5112"WIDE. ' I 16lS412'� AROUNQ SKYLIGHTS. .I � FLUSH � I <br /> e- i ; i CANOPY PER ARCH L. � _ �_ � <br /> - - = - l <br /> CORRIDOR CROSS BEAMS ABOVE. — � " ' � � �? '� � � , � � � `�`- � _ � _ �� 4 x 12.' � � � <br /> TYP AT SW --- ; 2 x 6 16"oc UON ' SEE CANOPY AT SOUTH � � " -� ----fi- + � � I t C - �-- � <br /> SWD-3B w ;a� � @ � � I i I I �- � GL 6 3l4 x 19.5 - ,/ � HU W/CONCEALED FLANGE ��; OWNER: <br /> --�x� �-� ; � H12 ! AT INTERIOR. SEE ARCH L END OF BREEZEWAY i � � � � I � � , � f' / <br /> __�_ —= = ; � � COCOON HOUSE <br /> G � �' � � � 714� � ��� WHERE WALL WIDTHS VARY. FOR MEMBER SIZES. � � � 2� � �� �� ���� 2929 PINE STREET <br /> .., � y I I I I � � ; '' �,5` � <br /> � + � �� ��� � � � i � SEE 8/S412 FOR CONN OF ( HUCQ EA END 2-2x12 �� <br /> FP711 x 6 , FP I H12 <br /> INDICATES GOLLECTOR STRAP � M � III L2J11 i '� I � � � i /� THIS 4x12 TO BLOCKING , i i FL311 � i AND NORTH END 4x12 � i � -,����� � 1 3/4 x 11 7/8 LVL RIM. PROTECT EVERE�, WA <br /> TYP PER 18/S411. �5 I I r � !N WALL. � � -� ��� <br /> �� ,,_ , o C___ TO WALL STUDS - 2 � a-- P59 HEADERS ALONG THIS FROM WEATHER. 9820'I <br />� %1��\ � I �� � � � FP511 I � � � i 1 _- _, � ' � '> ELEVATION W/HUC HGRS ��� <br /> � �, �' � � �;�, ���` SEE 17/S411 FOR BLOCKING � � i � i i � TO MULLIONS. � <br /> I � �, INVERTED <br /> X ` r � ' AT DISCONT WALLS,7YP ' � <br /> � � � ' ` � L2J1 � ' � I I : HU412MAX '; �'/ � EXTEND 2x8 MULT STUD MULLIONS TO TOP PLATES. , <br /> � 4 � , � cn I ; � � � � 18 TJI 360 @ 24' oc OVER � � � � � � i � � PROVIDE(3)BAYS OF PERP 20 TJI 360 BLOCKING <br /> ' �-' � - — - - rt.. � ,. -. ,.� ��:. � ��. .� � � �� _ � _ �, FP718 CORRIDOR. i ---�--- � ,.: � � � .. _ � ON. <br /> � � FP711 x 6 !� v � � � H12 KITCHEN,UNISEX RR AND � � AT EACH MULLI <br /> �� �', <br /> � �� � �� � � � � i i � N�� i i � i i i i i ' , i � 2 i 5 12I0812017 BASE CONTRACT PERMIT <br /> � HGRS PER GEN I � �.��, ;�______ _ , _��, ; I : � o f � RESUBMITTAL <br /> � � i o � II <br /> � STRUCT NOTES,UON —� I � �� ' FP511� •- ' � , ° �--"'-�- N I , � 2 10I09/2017 ADDENDUM 2 <br /> ; � ; �t � � � Hx INDICATES BEAM HANGER/ � '' � � � � � oi SKYLIGHTS PER ARCH L. PROVIDE DBL JOIST I <br /> � I , 'i � �I I � � � Ua - � �- � 1 10/02/2017 ADDENDUM 1 <br /> M �2��� . � � N LL � CONNECTION PER SCHEDULE I o � EA SIDE OF SKYLIGHTS AND PROVIDE FL311 ! <br /> I � � I I I � � �� �� THIS SHEET,TYP. � ° v� � ��� � �� o ;; � ; MARK DATE DESCRIPTION <br /> B ,y � � i � � �_ ` � � AT EAST AND WEST EDGES OF SKYLIGHTS. B <br /> � I � � � BID ALTERNATE: TERMINATE � y <br /> \ � " � III � � � y : � � �2�'� I <br /> � 98 AND 20"TJI JOISTS AT GRID F AND , � , `� REVISIONS <br /> I I � � � - , , ' i <br /> � / � � � <br /> . '� I ; FP711 _ � 'I g H12 j � AT(2)MECH UNITS OVER UNISEX RESTROOM, �� `- � ;' P�)ROVIDEBETWEEN GRIDS E AND F(NORTH N <br />� _ , <br /> C � - — - — - - ��" " " `"�" �"����� � � ��� �� �'� �� �-�----- �� � ���� � � ` �' ���� � � � � �� � �� i i PROVIDE DBL JOIST BELOW EACH SIDE OF UNIT i � i i �� � ' ROOF JOISTS SHALL HAVE GWB CEILING � <br /> SOUTH EXTENT PER ARCH'L) <br /> � � � SWC-3A FP714 � AND FL111 AT UNFRAMED EDGES OF UNITS. � , � �, (PER ARCH'L)ATTACHED TO JOIST BOTTOM CHORDS. <br /> TYP AT INBOARD END OF � � � I ( � � I � ,/ _� � � <br /> EXTENDED 6'LONG BEAMS: �� � � � ' r � � � � ' ' ' � � ' ' � \ <br /> MTS20 or LSTA21 STRAP TO ;� ' � � JOISTS SPECIFICALLY NOTED AS"L2Jx° � _ - — — - — - - � - - � <br /> �- I �5 , ���� ,, -C- - K , <br /> DBL STUD BELOW. PROVIDE � � � ARE INDICATED IN SCHEDULE THIS SHEET. '�" �I� � / '� /2� � <br /> „ SEE 7/S412 TYP WHERE ; � i "�'��' � i i i , , , <br /> GWB SCREWS @ 4 oc TO I; DBL STUD WALL ABOVE ; (DIFFERENT SCHEDULE THAN TYPICAL 900 LB MAX MECH UNIT � ; &10/ 412 T <br /> � � � L39 OVER SEE 9 S A � ' , ; <br /> THESE STUDS. � � ! FLOOR JOIST SCHEDULE). ; � PROVIDE H8 ANCHORS FROM ROOF JOISTS i <br /> I 2 IS LOCATED ABOVE 2x8 I � � PER MECH DRAWINGS. PROVIDE / DOOR I , ROOF PARAPETS AT ; <br /> � / WALL BELOW. � i i i i FL111 AT UNFRAMED EDGES i i i i � KITCHEN,UNISEX RR AND (SOUTH LOW ROOF AND MULTI-PURPOSE, KITCHEN, <br /> ' OF UNIT. ; MULTI-PURPOSE. UNISEX RR)TO SUPPORTING STUD WALLS. SEE <br /> i MST20 STRAP FROM BM TO � � I UPPER ROOF FRAMING FOR SPECIFIC I j <br /> ; PANEL EDGE NAILED � ; � � � � � � � � AT(2)MECH UNITS,PROVIDE DBL JOISTS i � ' i REQUIREMENTS. ',LZ FLOOR �OIST SCHEDULE � <br /> � DBL STUD BELOW. I AT EDGES AND CENTERLINE OF UNITS. PROVIDE WOOD BEAM SCHEDULE I i <br />� ; i i i i i i i i i FL111 AT UNFRAMED EDGES OF UNITS. i , i i i , `` ! D 12/08/2017 BASE CONTRACT PERMIT <br /> MARK I JOIST MARK I/5� JOIST r REsugMiTrA� <br /> l� Max uNiT wEi�HT= �,�oo�B aPi CE. �--J—� � MARK ; BEAM MARK � BEAM '� ;— <br /> `�� � 1 L2J1 I 2-11 7l8"TJI 360 16'oc L2J8 � 9112"TJI 210 16'oc i C 10/06/2017 PERMIT SET <br /> � �, , , , , , , , , , '�� � � LEVEL 2 BEAM CONNECTION SCHEDULE � � , � � � ' @ ' � <br /> ___% 626 � 2-2 x 6 L19 1 3/4 x 91/2 LSL ; l �� B 09/22/2017 BASE CONTRACT BID SET <br /> ,rw�'-� ���� � I 1 � � � _ � ��� � 2-11 7i8"TJf 210 @ 16"oc �J9 j 2-9 1/2 TJI 210 @ 16"oc <br /> � FLOOR FRAMING PLAN NOTES � � 5� � � � SHEARWALL TABLE (ref 181S410) � MARK HANGER I MARK ; HANGER 628 2-2 x$ L111 1 3/4 x 11 7l8 LSL L2J3 � 31/2 x 11 7/8 LSL @ 16"oc ���� 11 7/8"TJ►210 @ 16"oc A 08/25/2017 DESIGN DEVELOPMENT <br /> � <br /> - — --- ______ � i i i �i i � i � � i i � � � <br /> I I � B210 2-2x10 L35 31/2x5112LSL <br /> I I I ; � � LEVEL � LEVEL LEVEL H1 ' INVERTED HUC412MAX H9 I MGU3.63-SDS ONE L2J4 ': 2-11 7/8"TJI 110 @ 16"oc ���� I 11 7/8"TJI 210 @ 16"oc MARK DATE DESCRIPTION <br /> 1. TYPICAL FLOOR CONSTRUCTION SHALL CONSIST OF 1 1/4"MAX GYPCRETE TOPPING(1"THICKNESS WHERE ACOUSTIC �' i ' �"�, MARK I � ! FLANGE CONCEALED B212 2-2 x 12 L37 ' 3 1/2 x 7 1/4 LSL �j � <br /> MAT SPECIFIED ON ARCH'L)OVER APA RATED SHEATHING(THICKNESS AND SPAN RATING PER GENERAL STRUCTURAL � LEVEL 2 COLLECTOR SPLICES 1 2 3 L2J5 3 1/2 x 11 7/8 LSL @ 19.2"oc L2J12 11 7/8"TJI 360 @ 16' oc ISSUE INFORMATION <br /> NOTES)GLUED AND NAItED TO JOISTS PER SCHEDULE ON THIS SHEET,UON. NAIL SHEATHING @ 6"oc AT PANEL ; ; B38 3-2 x 8 L39 ' 3112 x 91/2 LSL <br /> EDGES,4"oc OVER SHEARWALLS BELOW AND 12"oc TO ALL INTERMEDIATE FRAMING MEMBERS,UON. SHEATHING � � i \ SWA W6B - _ , MGU5.50-SDS ONE L2J6 ' 2-11 7/8"TJI 210 @ 16"oc L2J13 I 2-11 7/8"TJI 210 @ 16"oc <br /> SPLICE COLLECTOR AT ; COLLECTOR AT H2 HHUS410 H�o ; <br /> NAILS SHALL BE PER GENERAL STRUCTURAL NOTES. SEE ARCH'L FOR GYPCRETE AND ACOUSTIC MAT SPECIFICATIONS. � � ) � FLANGE CONCEALED 6310 3-2 x 10 L311 ' 31/2 x 11 7l8 LSL L2J7 j 11 7/8"TJI 210 16°oc �J14 1 3/4 x 11 7!8 LSL 16"oc <br /> 2 LOCATION WALL ABOVE ; WALL BELOW — H�� H�us.so-s�s � @ @ ' <br /> SEE ARCH'L FOR TOP OF FLOOR SHEATHING ELEVATION. SWB W4 - i - H3 HHUS5.50/10 5� 648 4 x 8 P39 31/2 x 91/2 PSL '2'�, PROJECT NO.: 2016030.�0 <br />� 3. 2-MSTI4$W/21l2°LONG i INV H11 INVERTED HGU5.50-SDS SCHEDULE APPLIES ONLY WHERE S�IFICALLY NOTED ON PLAN. USE <br /> 0-10' I 2-MST60 6410 4 x 10 P59 I 51/4 x 91/2 PSL PRINCIPAL W CHARGE: <br /> PROVIDE 2 BEARING STUD5 MINIMUM EACH SIDE OF OPENINGS AND EACH END OF HEADERS AND FLUSH BEAMS 10d NAILS ! TYPICAL FLOOR JOIST SCHEDULE AT UNMARKED JOISTS. <br /> � ) SWC W3 W4 W6B H4 HGUS5.50112 ; H 2 HGU5.50-SDS ONE 6412 4 x 12 P79 ' 7 x 9112 PSL PROJECT MANAGER: Michael Nouwens <br /> ABOVE, UON. MULTIPLE BEARING STUDS SHALL CONTINUE THROUGH LEVELS BELOW TO FOUNDATION. PROVIDE SOLID -- � FLANGE CONCEALED <br /> 4. BLOCKING THROUGH INTERMEDIATE LEVELS. SEE ALSO 2&6/S410. 11-20' 2-MST48 2-MSTI48 W/2112"LONG SWD W2 W2 ! W4 — B68 i 6 x 8 P311 i 31/2 x 11 7l8 PSL � ,� OWNER APPROVAL <br /> � <br /> A � 5. SEE 16/S410 FOR STUD TO STUD NAILING AT ALL SHEARWALL ENDS AND INTERSECTIONS,TYP, 10d NAILS � H5 HGUS7.25/12 H13 � HGU7.25-SDS 6610 6 x 10 P511 �! 51/4 x 11 7!8 PSL (/) i — -- <br /> ! swE 2w2 2w2 i w2 FLOOR JOIST SCHEDULE � q <br /> � 6. SPLICE TOP PLATES PER 1JS410,TYP. 21-30' 2-MSTI36 2-MSTI36 Wi 21/2"LONG � , B612 6 x 12 P711 !, 7 x 11 7!8 PSL � <br /> 10d NAILS �(3)3/4' diam A325-X BOLTS, i 40 psf LIVE LOAD SHEET TITLE <br /> � H6 HWPH5.50/11.88 H14 ', 5/16"SHEAR PLATE W/ � <br /> 7. SEE 9/S410 WHERE PLATE OR STUD NOTCHES OR DISCONTINUITIES OCCUR DUE TO PLUMBING,SPRINKLERS,WIRING, � ,_ ,� SWx SHEARWALL MARK PER THIS TABLE. LINE 5 2 ',; 1/4°FILLET WELD EA SIDE LV17 1 3/4 x 71/4 LVL P714 7 x 14 PSL � <br /> ETC. 31-40 CMSTC16 x 4 0 2-MSTI26 3x INDICATES SHEARWALL EXTENT. NUMERICAL P514 5 x 14 PSL P716 7 x 16 PSL CLEAR SPAN ii �OIST ,� LEVEL 2 FRAMING PLAN <br /> CALLOUT(1A,3A,etc.)INDICATES CONTINUOUS H� � LGU3.63-SDS ONE H15 DETAIL 8/S411 a <br /> 8. VERIFY DIMENSIONS WI7H ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. , , „ , „ ROD HO�DOWN RUN EACH END OF ; FLANGE CONCEALED P516 5 x 16 PSL P718 7 x 18 PSL 14'max �, 11 7l8"TJI 110 @ 19.2"oc <br /> 41-50 2-CS16 x 2-6 2-CS16 x 2-6 SHEARWALL. SEE 18/S413 FOR HOLDOWN ~ � <br />� � %��\�, LEVEL 2 FRAM I NG PLAN TABLE. INVERTED LGU3.63-SDS ONE I 16'max �I' 11 7/8"TJI 210 @ 19.2"oc (,� ,I <br /> H8 H16 ' HWU3.56/11.83 WITH FLUSH-FRAMED BEAMS ARE NOTED WITH AN"F"PRECEDING I <br /> � ; 1 , INDICATED DISTANCES ARE MEASURED FROM SOUTH END � FLANGE CONCEALED � OFFSET TOP FLANGE THE BEAM MARK: FB212,FL311,etc. 17' max 11 7/8"TJI 230 @ 16 oc � ; <br /> .��'. �' 1/8"=1-0° OF WALL ABOVE AND WALL BELOW. AT FLOORS,TOP OF FLUSH WOOD BEAM IS AT TOP OF JOIST '� <br /> � ELEVATION. AT ROOF,BOTTOM OF FLUSH WOOD BEAM IS AT @ <br /> n , � 18'max 11 7/8"TJI 360 16"oc z jl SHEET N0. <br /> � ; BOTTOM OF TRUSS ELEVATION. �� �� <br /> - 20'max '�� 11 7/8 TJI 560 @ 16 oc � � <br /> W 22'max �I 11 7/8"TJl 560 @ 12"oc U ' S 11 � <br /> � <br /> � W <br /> o Q , <br /> ai <br /> m COPYRIGHT MNSC.ALL RIGHTS RESERVED. <br /> � � � ' _ j ORI�INAL SHEET SIZE IS 24"x36" <br /> ' 3 4 5 <br /> � � <br />