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NO. DATE ISSUE/REV. BY <br /> � 08.29.18 BLDG.DEPT.REV. MRl <br /> � 2 3 4 5 6 <br /> 2 10.05.18 BLDG.DFPT.REV. MRL <br /> � 03.05.19 TRUSS REVISION MRL <br /> ___ 1 10'-0" <br /> _ 20'-6" 20'-4" 20'-4" 22'-10" 26'-0" <br /> (N) 3/4" T&G PLYWOOD SHTG W/ 10d @ 6°OC EDGES, I I � � I I <br /> 10d @ 12"OC FIELD (UNBLOCKED) [TO MATCH (E)] @ <br /> AREAS OF (N) FLOOR FRAMING, TYP <br /> I <br /> �'j��'�� \� � ���;'% $W-4 � 3 ��' $Vil-4 � �`� <br /> E - - � <br /> � — E <br /> — ,--:�� — - <br /> � o � � � 1 � � � F,�S : �N) iNT BRc w���, TYP • ■ � , <br /> � � � � � � II — 1 <br /> I � ( ! � I ( TRIPLE JOIST � <br /> � � � A R C H I T E C T U R E <br /> � `� o ( o o ' o = _ <br /> X 1 ' rN� 6"6 �` 2x8 @ 16"OC <br /> N) �( + ' I � I `�) ( ' I O' � � O v � ` W�SpACE �`-1 � 980 South Hamey Sheet • Seattle,WA 98108 <br /> � _ _ � � � o �� I � I o� �- � �� @ CRA SpAN t:206.382.1900 • f:206.382.0450 <br /> � — __---�--- � � � � ( I `-� x �, � `-� I ,-� �� �:: gEAM, MID OCS `L��o <br /> � �_--- _ �� X ^ ( � I � --�� o �- � � � �- TYP �3� j ��1 <br /> N ' ,;,� N ' � i v z � � ^ 3 � I DB� JOIST — <br /> � N ` � � DEI <br /> N :- � � N X � K z <br /> i � — I � N z �- �, � � ) N �' � ' <br /> � � DIBBLE ENGINEERS 1NC <br /> � -� � - �� '� � � � � . <br /> o � � :�. � 8" CONC STEM STUB HORIZ REINF 3" www.dibbleen ineers.com <br /> 6x8, TYP UNO -- :� - WALL W - g <br /> � INTO (E) CONC FTG o <br /> � � ` � � °X i �ot9 Market Street,Kirkland,WA g8o33 <br /> `9 (E� 2x8 @ 16"OC � #4 HORIZ @ & STEM WALL, TYP � <br /> `v 0 ( �, 425.828.d2�0 <br /> �� �O t° `D 12"OC & #4 VERT <br /> � ��� � � � � ( @ 12"OC I <br /> � II I .� i I � (E> coNc �rc <br /> �e N � <br /> (ALT HOOKS) <br /> � � ,�� � �___ � o � � TO REMAIN <br /> � �I � -- 1 c9 1'-4"WxiO"DP CONC FTG �� 1'-4"Wx9"DP I <br /> `Q I �'i � o ( � o I � I � (2) #4 LONGIT BOTT & � I <br /> � , _ = CONC FTG W <br /> ��� ��,�� � '�� � 1'-4"Wx10"DP CONC FTG ( � I � I � �4 @ 18"OC TRANSV <br /> STEM W��L (2) �4 LONGI� <br /> a0 N I <br /> N W/ #4 @ 12"OC HORI� � (2) �4 LONGIT BOTT & � � <br /> a I ( I ° #4 @ 18"OC TRANSV ( � ( � � v � DBL JOIST ( <br /> w & #4 @ 12"OC VERT � `� �yP @ (N) SW � ( � I <br /> � � (ALT HOOKS), TYP C�? (N) St�J N F1� � I '���-��� � <br /> � � � � � � j � � � � � <br /> r �°� 2sw-4 _ J u— <br /> � — - — <br /> p � o �- � o - <br /> ________________ ___ .._.�. . � _ _ _� <br /> — — o o - o o m . <br /> � , _. - - - - - <br /> _ _ __ __ <br /> �`�J�+� ��`l'�' \���,� I o \ o � � L � _ � � 1'-4"VVx8"DP � � � _ (+ ! <br /> - h, 1�ti Q� ��' c� � m � o � � CONC FTG W/ � S <br /> SS �� G P �C, � � � � � o � � <br /> � ��',3s SxsX j � �SS`��` ��y5 GO�Qt�,���' N� � � o m o � � � (2) #4 LONGIT � z O <br /> 2 cn /�6 � _ � v, & #4 @ 18 OC, 2x4 PONY � t ' ' N <br /> X o Q ti TRANSV, BOTT <br /> � F`L F�4�� I F2 ,�, `�S � Q �� �� c��t- c� �NALL BELnW � I � � W O� <br /> � - - � � F x6 � �e �i ' 6'� 6�'6 6�6 ,,y 'y' @� d z � <br /> � � <br /> CC.7 — — — _ - � '.1-� — — —��/ `�s S-�s�J o � N~ � ~ — - S�'�� �� — POUR AGAINST �E� ( 3 -F-- � z <br /> .S- _� - - -L 6� 2 � '' � � FTG AS REQ'D W/ (E) 2x 8 @ 1 6°O C � �' •`�.,� <br /> � I � o �rS �2) �4 HAMMERSET 6 � ��� � � O . <br /> � 3�S300 � o ' �� � C.6 — — � � - — -- 4„ MIN WTO (E) FTG ,F%G� � ��� "� ^/ (� <br /> � -- ��-- i.�_. z <br /> TYP � m n <br /> l I ) � _ <br /> _ � �`��' I 5 I o w � � I I � +°` 9/S300 ;-� � cr> <br /> � 1'-2"W x 1'-0"D P C O N C F T G I � �S S 5 F'�� _� m o � 3��� ` �1� TYP (3) LOCS � `" �O � Q <br /> N W/ (2) #4 L O N G I T & �4 @ n } x o � � 6 (E�2 x 8 @ 1 6 O C F�5 � > <br /> 18"OC, TRANSV BOTT, TYP @ �j � � --p� � � �'js 1 � I (E) 2X8 SISTER (N)2x8 TO � <br /> STAIRWAY BRG WALLS �� � _i <v I � @ 1 6"O C E JOIST W�Od � � <br /> � <br /> �I2, 5�`��I 5 `- I N I �� @ 6"OC T&B, TYP (E CONC STEM � I- <br /> � � I I I ) Q� �.-- <br /> SS ��� � �SS � I I � �NC P�GN � � � I .��� 4�rALL Q EXT WALL ,.}_ W L1J <br /> N� I I G R p,R ���5 ti�s : +�+ c� (E) 1'-3"Wx8"DP �f--- TYP UNO — /�� W <br /> F�� .�I l� P� �� '`�� S I � I =� F�' CONT CONC FTG Q LL_ > <br /> �'. — — — � _ _ _ -C(P � 6 •S �S�j � $�5300 �,`�G' 4 TYP INT UNO (Ej CONC FTG W <br /> � 5�5� I� �.J o �J F��"6 2 TYP F1 S I @ EXT WALL o � <br /> �S �( � <br /> ;.�, � �SS cMi� I I I � o� SW-6 i TYP UNO -� "�✓ � <br /> n F�5 � ' 4" CONCRETE SLAB-ON-GRADE ' c`�n � � '' <br /> � <br /> `j ( — -- 3 .__..�__..—--—— ———--— --—-- � — — � � <br /> � WWF 6x6-W1.4x1.4 MID-DEPTH �— — —� — � — , — �— — d �� _ _ _ _ _ _ _ G' W <br /> ` SLAB EL = PER ARCH 1 -0"Wxl'-0"DP CONC GRADE BEAM W/ �� �'� N , I � '— � � <br /> / �> �� ��. � Q <br /> (2) �4 TOP & BOTT, TYP C�? STAIRWAY - I <br /> & #4 @ 18'bC, TRANSV, BOTT ��� a (E) 3/4" T&G PLYWOOD Q � <br /> � � � � ' F�� � ' SIAc �HrER (E) 3/4 � m <br /> ( I � B.Q � , �- D S G, TYP UNO �/ � O <br /> v — — — '� U <br /> I I I I I I ��6� �\�, � ° � <br /> F'�� �����- `� '� �� •� —.—� � <br /> �c' � �`O C 1� O N <br /> �`� I I �F-1� `��� ��'i5 �'���'�� ' . <br /> 1 1 .3 1 .8 2 .2 . 3 3.3 3.8 4 �ye � ��� °� U <br /> 3��P p �� (E) 2x8 @ 16"OC � � � �, <br /> 4" CONCRETE SLAB-ON-GRADE <br /> ��+ N N i <br /> FIRST FLOOR FRAMING/FOUNDATION PLAN NOTES wwF 6X6-w�.4X�.4 Mi�-�EPTH _ (E) 2x8 � 16"oc N � <br /> 1�SLAB EL = PER ARCH <br /> 1. REFERENCE S101 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA AND SPECIAL INSPECTIONS. ��� 12 S300 2x4 PONY <br /> 2. DIMENS�ONS: VERIFI' ALL DIMENSIONS AND ELEVATIONS NOT SHOWN WITH THE ARCHITECTURAL DRAWINGS. F�- �P WALL BELOW � $ A. Dl8 <br /> 4. SO ATEDCPOST BAS�ERSHA�LfD BWN AB D SOEMATCHLPOSTHEDN�LES. FOOTING SCHEDULE B. — �-- � � CONC FTG W/ F1� 4�g �As81,y1'�' <br /> � � <br /> 5. ALL WOOD IN CONTACT WITf� WEATHER-EXPOSED CONCRETE OR W11H!N 8" 0� FINISHF� GRADE SHALL TYPE SIZE REINFORCENG F�S (2) �4 CONT '� <br /> � <br /> BE PRESSURE 7R�ATED. <br /> & �4 @ 18"OC, I 6 S102 � � � <br /> F1.5 1'-6"SQ x 12"DP (2) �4 EA WAY, BOTT — — SW-6 � — �„ � ;� TYP .� s�� � rp' <br /> �. � TR�,,�S,i � � � ' � <br /> � — — _. <br /> p B � � 37445 <br /> � ---.�.��-----r—�---�..�..�--�.....�� i — -- — <br /> F2 2'-0"SQ x 12"DP (3) �4 EA WAY, BOTT v C� � N _ _ _- ,, FG� R� <br /> a-- p � - � O S z E � <br /> F2.5 2'-6"SQ x 12"DP (4} �4 EA WAY, BOTT �'A�'�h'���NTy I � � ` �I�L� <br /> ti � <br /> F3 3'-0"SQ x 12"DP (4) �4 EA WAY, BOTT — — - -��J���5 6 �� F� 11/TYPOO I I � T "�" �� <br /> .� — <br /> F3.5 3'-6"SQ x 13"DP (5) #4 EA WAY, BOTT u <br /> _ _ � � , �D� <br /> 1 0 Wx1 0 DP CONC (E) 2x8 @ 16'OC �'��� <br /> GRADE BEAM W/ +� DRAWN <br /> ��) #4TY OP � BOTT, ��� ��5 ����'�� SAT/MRL - -- <br /> ( I I <br /> CHECKED <br /> 6 +o� (E) 2x8 @ 16"OC � - <br /> � � �F`L �"��� � � N JAC/MPM <br /> a <br /> Z DATE <br /> .4 — �E)2X� @ �6"oc a <br /> SISTER (N)2x8 TO � 06.04.2018 __ <br /> " �E JOIST W/ 10d z SCALE <br /> z <br /> LL @ 6"OC T&B, TYP -:- <br /> � �* R 8 'a.d�'� ie. �v ....�'�:,� � <br /> ' �`L1`L� � .,:s.t P"* r^'f9 ra �",!.", � AS NOTED ------- <br /> � (N} INT BRG Q JOB NO_ <br /> i WALL, TYP � � <br /> ��1�� <br /> `� � — — — — <br /> � <br /> _ z �7-637 <br /> , �— — - A o <br /> E SHEAR/BRG WALL I � O � <br /> o � � I �� a SW-6 �,� _ <br /> ;� FLR FRMG <br /> �a � <br /> � (PROJECT) H� �� NOTE: CONTRACTOR TO VERIFY ALL EXISTING � <br /> m FIRST FLOOR FRAMING/FOUNDATION PLAN FNDN �oNo�T�oNs ANo AR�H�TE�T�RA� oRAW�N�S o <br /> � PRIOR TO FABRICATION & CONSTRUCTION. � <br /> ° SCALE: 3/�g'� = 1'-0" NOTIFY DEI OF ANY DISCREPANCIES FOR � <br /> � N BUILDING ELEVATION KEY 4.7 .rJ 6 Fur�THER �iRECTioN � Q <br /> � Q <br />