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� I � I � <br /> � r c h o t e c t u � e <br /> Architect of Record: <br /> BRR architecture,Inc. <br /> Kansas City 6700 Antioch Plaza <br /> sentonville Suite 300 <br /> anoenix Merriam,KS 66204 <br /> , � � � � San Francisco <br /> Philadelphia <br /> Atianta Te1:913-262-9095 <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Miami Fax:913-262-9044 <br /> 19 <br /> Consultants <br /> � I I I I I I I I I Z43'-3 1 8" � I ! I I I I I <br /> i � � i i � i � i � i � CONSULTANT I.OGO <br /> � 9'-115/8° � 13'-6" 13'-6° � 13'-6" � 13'-6" � 13'-6° � 13'-6" � 13'-6° � 13'-6° � 17'-21/2" � 13'-6" � 13'-6" � 13'-6" � 13'-6" ' ' <br /> � � 13'-6° � 13-6' � 13'-6° � 13'-7" <br /> � <br /> I � � � � I I I I I I I I I I I I I 3'-5 1/4"-\ Z 3/4" <br /> , 10-1 3/4" , �� , <br /> 2 1/8" 3 3/4" I 3 3/4"� 3 3/4" 3 3/4"� I 3 3/4" 3 3/4°� I 3 3/4" <br /> � � � � � 02 � � � � � <br /> aI I szoz � <br /> � � � � � � � � � � � � � � � � � � � <br /> � szo9 <br /> I <br /> � � � I � � � HOLD DOWN � � � � I i I i i i i <br /> I� 01 01 I � 'c <br /> - - (TYP.)-SEE NOTE 4 � 01 I <br /> � I � o � 5209 S20 I o - - - - — i— �- I -� — � — F.B.E.-98.00 I f � pY 9 <br /> _ Co ri ht Not" e <br /> 5209 . <br /> �-- — — — — — — — — — — — — — — — — — — — — — — — — — — —�-'� O � I i o I This drawing was prepared for use on a specific <br /> � _ _ — F.BTE.=98.00 .-+ - _ _ _ T _ _ T �' _ _ _ _ _ _ _ _ _ - � — — — — — — — — — — � site contemporaneously with its issue date and <br /> �i l 1 l Q � I I I ( it is not suitable for use on a different ro ect <br /> I —' � I � v � �Y'� ��T � T � � T�� � �Y'� �Y'� � I J-- F.B.E.=98.00 p � <br /> — J L d� '"r site or at a later time.Use of this drawing for <br /> • � I — •� ^ � I � I I � I ,y/ � � � I I � I I � ' I � � _ _ _ (� - - � —' � reference or example on another project <br /> I �-- —— — — —r —T— — — — � — — — , _ _ p T . _ _ requires the services of ro eri licensed <br /> I I I I � ' I I I I ' � ��� T � i � ��� —' �P� "—' � I I architects and engineers Repr duction of this <br /> ) � I author9ed and may be contraPy to the law. <br /> � I � I ' ' Iil Ii � � II III � I � � llm I I �� � I � � II � I � � I ) I � I �m m� l ) ( � <br /> I I t CJ.(TYP.) 10'-0"� � � I I� I I I� I I m { i� I I;° � I�' I I m I I� I I M I I� I I `" I i� �,I I I I <br /> � � o I � � I I I MAX ) � I � � (�! ( I� I I rn � ui �'-' � rn � � � � 00 I Issues&Revisions <br /> r. I � (w I � I ��. � � �w � � �m � I � I o? ( � I � I � I w I � I rn I I I w I � I u; I I I�9 m I � I �� I � N�J. DATE DESCRIPTION <br /> � �' I I I rl Im m� I oz � I Im I Im I I m I I I� I ILL � �. �" I I m I Im I I �' I Im I I m I I" 03 �I I szo9 � � � <br /> , m I , , � � , I I , I I , I � , � � , 02 a � 05 � ELEVATORfI� - I ' I I ' I I ' I I ' I � � � � � � szo9 � � — � � <br /> � � � �w w� � 5209 � � { � 5209 ,PIT � � � f— I <br /> I � I � � � � ( � � I � I 5209 � / \ �� � °o � f � _ � � � � � � _ _ � � _ � � TYP. � I � <br /> � � � �`° m� � TYP. _l . L_ — FBE-98.33 _ _.. — S i Z - - � - - - Jbl� - - - - Jo � _ , _ — � o � _ _ � m !� _� i —l_ �1 � L� - - - - -I-e-�- - - � TYP. <br /> � J � J � �-- - - - -� 4L _. � � —L — JmI- - -� _. _161_ - - - - � o p F.B.E.-98.33. � <br /> i- - �- - - - - J L � � � <br /> I � -' ---��-' - - -�- - -�- - ��� - - �- - � -1- - - -j- - - -�o , � - - � - - - -� - - -� - - �- - -� - - - - � - - � - - — � � - - - - - - -��- - - -� - -�- - -� — — � _..02_.. ( - -��- —L° � — � - - - � —� J- � <br /> � I 8'-11 1/8" 6'-11" 14'-10 1 2" — � � � � � T � r� 01 � <br /> � 01 Ii i I I i i F.B.E.=98.33 i i ' - - - `�`L�, - - - - - I —/_ � -L _ F.B_E.=98.33�- - - - - - i - - - - 5209 � - - I - - I - - - - - - I - - - �i � 5209 � _ <br /> 5209 � � t o � o �-- - - -�- - - �o � o 0 0 T o C � o I o 0 0 T 0—� — - -ro 0 0 0 0 �o� <br /> _ � <br /> ' I-- - - -) O m - - - - � O I� - - - - --t � � — � - - � Q � _ _ .�- � � � - - - - � f � - - - � I� i m- - - - � p �m- - - - � �r - - - — � _ J- - - I � - - - - �� � - - - - �� � - - - � v � �_ _ � � - - � — � I T - - - ���- - - � I <br /> TYP. � r <br /> � � _ _I � � � � � ( � � � � � � � � � ( °� � � c�`L �'L 4�'� � � m � � � � I � � � � � � � <br /> , ►- I w I I I I w w • • � I I T Y P. I � <br /> � �I _ � m TYP. I � � � � ( � � � � � � � � � m � � � m � � ( m � � � � � � � � � � � � � � ( I � I � f � � � � m � ' O m <br /> m � � � I .�+- 03 � � M � � M � I m � ( M � � � �.i u- � � m � m � � m � � m I 02 � � m � � �'�? � � ' o N <br /> �'`� W W W 00 � � it t � W � � � <br /> � I �� I I rn I I rn I I m I I rn I I �l FIN.F R.EIEV.(F.F.E.)=100-0 (100.00) � � oi I " I I °i I I rn m S209 I I rn I I °i' I °i ' <br /> I� I � I 5209 I � ( w I � I w I � I w I � I w � I ( m 4"COMC.SLAB ON GRADE-W/16x6- I I I w I I / I I ' I I w I I I w ( I I � I I I w � I I w I ( w <br /> S209 m cm m ci u: m ai m om <br /> I I I ( I ( 'l I I 'i I I "- I I '�- I ( W2.9�UV2.9 W.W.F.(SHEETS)� MID-DEPTH. � ( „_ I � T H I C K E N E D � I � '�'- I I m I I °� I I I m I I � I I " <br /> ROCK ASE PER SOILS CONSULTANT REC.(4" WASHER SLAB- � � W LL <br /> �i I I I ( I i I I I ` i � I i I I i I MIN.).�SUB-BASE PER SOILS CO NSULTANT REC. � I ( i I I I I I I I ( i I I `° I I ( I I I <br /> I COORD.SIZE& � � "' ( I � <br /> I � — _ _I I— � _ _ _ �L�� — I I _ _ _ � � PROVI�EA 10 MILVAPOR BARf�IER. I I I � LOCATION W/ I � � _ _ _ _ � I <br /> � - � - - - - � - - - - , - - - - -�- � � - - - - -�- - - - _ -L�- - - - - �- - - - - � I <br /> 'O 'P � � ARCH.-SEE � <br /> - -� - - — � — - - - - - - - - - - - - - - <br /> - - - - -r — _� — _- -� � { � � � 1 1 i � � � r - — � -L� 4 ��- — - - -r - - - - - - <br /> — — — — — o <br /> � �- - - ��� - - - - -�-�J- - - � � L11S208 _ � J � _ = F.B.E.=98.00 i <br /> ( � � F.B.E.=98.00 � v � — q Q - - \ \� -} � � o 0 <br /> - - -J" _ � IT — �- - - -�' I - - - — - - - - - � �+ ( <br /> � `� � - - - - - - - - - - - - - - - - - �+ — <br /> i i i i i i i i i �� _ _L�i � i i i i i i <br /> � <br /> _ oz � <br /> 2 1/8" � I I 01 0: 3 3/4" i 3 3/4" i 3 3/4�� I I i a 3 3/4" � F.B.E.=98.0� �,y� I J 3 3/4 � � I I 3 3/4,I 5209 � I <br /> I � 5209 � � � � 01 � 06 . � i i i i , <br /> S209 � 5209 � I HOLD DOWN(TYP.) I 3 3/4" 2 3�4„� Project Name <br /> I � � I I � I i � rl � f� -1 � -SEENOTE4 I � � I �1'Y������I�C� <br /> � � , � J L �, I � I I I ' s��t�� <br /> � I I I I I I I I ��� I I I �� I i I I I I ���n����� <br /> I I I QI' }� � I <br /> I I I I I I I I i I 1 S pg � I I I I I I <br /> I I Project Address <br /> 7707 �roadway <br /> � � � � � � � � � �1�4���, 29'-6"� � 71/4" � � � � � � Everett, WA 98203 <br /> I I I 'I°� r� I <br /> � I � � i u � i u � i u � i u � i u � � � � i u � � � � � � � � � � I � I <br /> i 9'-11 5/8" 13'-6' 13-6 i 13-6 i 13-6 i 13-6 i 13-6 � 13-6' i 13-6 17'-2 1/2' i 13-6" i 13'-6" � 13'-6' 13'-6' i 13'-6" 13'-6" i 13-6' i 13'-7° <br /> I I I I I I i I � � 243'-3 1/8° I I I i i i i i I <br /> � <br /> 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1S 16 17 18 ► . <br /> NT GO <br /> 19 � <br /> �� <br /> �Y������I�V <br /> . . � ��'���SN <br /> AN EXTEND6D S7AY HOTEL <br /> Project Manager: <br /> BL , <br /> Checked By: <br /> Drawn by: <br /> 7M <br /> Document date: <br /> I 05/12/2015 <br /> Project No. <br /> J J,OOOO�� <br /> Projest Phase <br /> CITY PLAN REVIEW <br /> ProfessionaiSeal <br /> NOTES: <br /> FOUNDATION SCHEDULE 1.)SEE DRAWING S200 FOR GENERAL NOTES,SYMBOLS LEGEND, <br /> MATERIALS LEGEND,&ABBREVIATION LIST. ,,, <br /> MARK DIMENSIONS REINFORCEMENT F.B.E. COMMENTS �� ' � �� �,r' <br /> � / <br /> f1 4'-0"x 4'-0"x 1'-4" #5 @ 12"SPA.EA.WAY.TOP&BOTT. 98.00' 2.)REFERENCE DRAWING 5208 FOR TYPICAL FOUNDATION DETAILS �� ��y+/ ��� � <br /> F2 4'-0"x 4'-0"x 1'-0" #5 @ 12"SPA.EA.WAY.BOTT. 9833' WCLUDING ANCHOR ROD DETAILS,FOOTING STEP DETAILS,CONTROL �� '"� �� �'� <br /> JOINT&CONSTRUCTION JOINT DETAILS,REINF.LAP LENGTH TABLE, ar "'`M` �, <br /> �4. � <br /> ETC. � ����x <br /> ��� �y <br /> , ,�{{ <br /> " x✓�X 'i �..��,. <br /> 3.)SEE DRAW�NG 5201&5202 FOR ISOMETRIC VIEW&FULL �� �f���� <br /> BUILDING SECTIONS. "�� $� <br /> ��,�'J�� : . <br /> ,� <br /> 4.) o INDICATES HOLD DOWN LOCATION-REFER TO TYP.DETAILS �`��� <br /> L� � <br /> 5.)MASONRY CMU WALLS ARE 8"U.N.O. <br /> ��"��]�+�� �� Sheet Title <br /> 1 lg I�r <br /> ��� � ����5 FOUNDATION PLAN <br /> N BSE StructuKal Engineers LLC <br /> F O U N DAT I O N P LA N 01 j�3z�We�t»�,�tree� Sheet No. <br /> 3/32"=1'-0" 5203 lenexa,Kansas 56214 <br /> Phone 413.492,7AQ0 <br /> wvuw BSEstructuraLcam <br /> C� BRR Original printed on recyded paper <br />