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<br /> PLAN NOTES ���"
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<br /> FOU11CIatlOtl PIa11 NOt(.'S: AmericanPropertyDevelopment,lnc. •
<br /> 110110th Avenue NE suite 550
<br /> Beilevue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> ,
<br /> 7 g 9 10 11 12 2. Architectural backgrounds are shown for reference only. ccoNsu�TaNrs�o�o ANo AooREss�
<br /> 28, _�„ 28,_9„ 28._9.. 29� _��� 16� - $�� The dimensions shown apply to structurai elements only.
<br /> For dimensions not shown, see architect of record submittal. 1 ���h��
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<br /> � EXTEND VERTICAL WALL REINFORCING AT COORD. WITH y �
<br /> JAMBS OF OPENING FOR GARAGE -� 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> ARCH. PLANS i dISCt"@ ancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> i i i ENTRANCE AT LEVEL 2 TO FOUNDATION. i 2 p Phone(208) 342-7168
<br /> FOR ADDITIONAL INFORMATION SEE 2 ' alld Stl"UCtU►'a� Etlgln2@t' b@fOt"@ p@I�OClllltlg a�t@I'atlOfl WOfk. LE JOB# 154191.00
<br /> � � 1�„ � ( S4.O3 � I SF).O� TOF PLANTARE COPYRIGHTI C U OD OCHSA
<br /> i � � " -14'-3 1/8"
<br /> TOF TOF «W1zB 5 4. Top of concrete floor reference elevation shall be ENGINEERINGOFIDAHO�HERE-USEOF
<br /> I � _�3'_$�� -11�-$�� � CF 1.5 C� �X'-X11 _ `/ � ANY DETAILS AND CONCEPTS IS NOT
<br /> , CF1.5 � _ Illafk2d aS -iY-- verif, with architectural lans ACCEPTABLElMTHOUTWRITfENCONSENT
<br /> A - - a - a-. _. , a ; . , a a a _ a °:. - _ - _a a ' _ - • - _ - ' - ' _ OF LOCHSA ENGMEERWG OF IDAHO.
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<br /> �-- ., i - - - - - - - - - - - 5. Slab on grade shall be 5" thick concrete with 4x4 W2.9xW2.9
<br /> -
<br /> - � - _ , � � � welded wire fabric,
<br /> ' � .� _. ; ' -'i ,1' i -9 -8" TOF U P p p P oF ry ,
<br /> laced 2" clear from to of concrete over va or �,P M�W H FN,y
<br /> _ , ; � , �, = , . _ , - � - - - , - � -.� _� ` _ , . ; , _ -�--- -�� -s� -s�-s° � � � barrier over properly prepared subgrade. See geotechnical report
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<br /> - ,- 'I ' - " • . ' - � ' • � • - " ' -• - � " S6.01�'- - � , � � CW6 - for additional information. See architectural drawings for
<br /> 12' 3 1/8"
<br /> i,. ', _ - , _ � • _.• -G� � ., .. , , -, ' • ,� i - �ti � v '_ - • , . , i G^ i � I 2 �. �
<br /> -� � - � C , �; : ,�-; ;, ', ' - • � � • �� � , • - ' ' TOF i slab depressions, slopes, etc. � - �
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<br /> � � � - - . � .-" r --- � _. .� � -� � - � , - �� � F' � � F9 lab on rade shall be 6 thick concrete with #4 bars at 12 oc.
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<br /> - - � -- _ , F9 F9 � 6. S
<br /> F10
<br /> 601 '
<br /> F$ ' - , - Fg � � - � - - ' - < _ � g �� cr ��� �,
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<br /> , _ � . ,_ ' : � . : `. `. ,. � � . � ._ ._ _`, _.- � �- , _, � . - _ � :� -, � � � � � 6„ � Q each way, placed 2 clear from top of concrete over vapor ,�� �RA� EN \ �
<br /> _ ��., '� ,� _ . . _ - - _ _ __ _ _,_ __ _ _._ _ -_ _ _ _ _ _ _ _ _ __ _- _ __ - _- - -corvcRErE - - -o �- barrier over properly prepared subgrade. See geotechnical _ SS,oN A� EN`'
<br /> B -; - - - - - - -,-- - - �,� - - � _� - � � . - � ; � � � } s�aa oN � = re ort for additional information. See architectural drawin s for 05-29 1
<br /> . � �- -: , ';. . I -, � ' -.- � - -" _ _ - , ; �- . - - , - . � -� ,_ , -, - _ � - ( , � o � sl b de ressions, slopes, etc. g EXP.01/07/202
<br /> GRADE, SEE O U
<br /> - . ' - � � - ' - - - ' , , � - i I I i TOF _� NOTE 6 U Q p
<br /> �;��I�. �� '- , . - , " ' - - � '� - �' _ - TO�F - • , -, - ,- - � � � � -14'- 31/8�� � � -° N COPYRIGHT CO2005: ALLRIGHTSRESERVED
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<br /> , _ �. . : . , , ,, , , ' TOF i TOF ,� � 5"'�` � 7. Top of footing shall be marked as X°X�--�
<br /> I, ,. - ' , T ' . , , , . i `. . . , � . � � -11 -0 G� -10' -8�� I ----� U SUBMITTAL/REVISIONS
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<br /> OF G _
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<br /> -�2� -6" . , .,SLAB CONTROL • S6.02�' $ oordmate slab o ade contro � ints
<br /> _ . .� ., � . . , _ . . 9 .
<br /> - • . � . : ' -i ,. .. ' ' . • . � ,JOINT SEE, , . , - .-'F�DN ��°( Contractor to c n r I �o�
<br /> _ ' - • . - : ;_ . ^ _• ' � � � NOTE 8 TYP. : _ . , - �• � -. - i ,-..,6�. � WItII � /SS.OZ . # DATE oESCR�PT�ON
<br /> 1 03/28/18 ADDENDA#1
<br /> , � . -. � -15 91/8 U ,
<br /> I , _ �' .� _, , - � .-._ . ,'_ _ - ' - � • _ . . - -- _ TYP.AT
<br /> , - DDENDA#4
<br /> , , . . . 4l20/18 A
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<br /> ,- . � - _ , - , �- . , , , , ; , � _ _ - ._ , , _ , A��R,aMPs , , - 9. See Geo-Tech report for underslab and footing requirements.
<br /> ;r, _, , . � ",.- �, ' � - _ -' ' � _' : . , ' - . • , • -' , = - " ' , • _ . . �� I 5 05/29/18 ADDENDA#5
<br /> , -9'-8
<br /> N - ; _"; �� -,� - `�,, � -;_ - . - :� _ � _ _ -.- �,.` � �-, - - - . -�- , -.- -- -. _ � . ; = - , . - . _ „� _ , . - � CF1 cws - TOF 10. For typical concrete/foundation details, see sheets S5.01
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<br /> ' _" .�_ "._; - ' _.�, . ,, � . • . . . _, . , - . - - _ -_ , �i ' _ - ' ' •_ _ - `, - • - - ' - , . � � TOF -14'-3 1/8°
<br /> ,. , , ] , • : -: ., ,- , • - • - 14 31/ and S5.02.
<br /> , - , _ 4' I �. . :- �.�-' -'� : , �-. - , : .'- .� ,. . � � I�, '�- � �, .�- •- • - :,, .-. - TOF
<br /> • - ' - � ',' . ' i : ' • _ -. _ . _ • _ -' . - - - ' '' - - .- '. ' 10F_g - - 8'I -13' -g��
<br /> ` � • - - -' -' - " � � � - � ' ' ' SEE NOTE 18 TYP.AT G^ TOF G�. - 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> ' C - ; �, �
<br /> _ - ,' - - - -. - -TO � - F- - - � 16 1/8��
<br /> - TOF, _ _ • -' _. "_ ; _ -- " _ _ - � - F - - =T� I ELEVATOR �B � - '-3 ( -:
<br /> � - I � " - - _�2�_6�� - �- ,- ` � �` � -. " � , =, , _-��� -o�� " - - :-���-o°� �� , � , 3' -5' � 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> � � - - _ ! - � - � - � � I TOF to the footin s or stem walls with detail 1 /S5.01 or the footings
<br /> -, (• ' �F� .. - ' � .- ; • - ,"- - +. • - � r�9 1 - , - _ , - ' ' : _ F8 � ``' �. _ � rF9 � -11'-8" g
<br /> ,. - _ - - _ � , , r 16A �+� � � , � may be stepped per 2/S5.01 at contractors option, typ.
<br /> -: - �;�I. _ -�_ " -_. ,, � _.`, . , � -. `, .= .,- , _ , (�_ ,��,� � = - � ` ->_ , �",_ ,_- �,, -,,;-,.;= - ,- _ , -j-,, I; ,__; - I - - M - - - - - - - - - - - - - - - - - - - - -- ( �. - . . -
<br /> C _ _ ._.�,�,� _ ; - -#=�= .=�= --_=,_,= = =. - - =� -=-- - �_ -.�--� - ;=.-,,, -= . ��- =. , - - . - � � � 13. �--5 Indicates step(s) in footing, see 2/S5.01 � .
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<br /> _. �. �� � � ; -� , : - - ' �� - � � _ _ ` _ } .-- , � _ ��; . � . . , "� -. . . , ";", �, ,,- : , ; �, � �. ' � ' ' I ' I I a
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<br /> . , � � 7 T o �, _ _ _ ,J a 14. C# Denotes concrete column type, see 1 /S4.02
<br /> J I' , Ty.. J . � ' ' . . • T • �'� -*'� � , • . . • , , . ' : - , i -.S6.01 � �i � � TOF
<br /> - � � I' . , � . - �� ' � � - • � � � �, G� � °` I -10�-a° 15. Denotes recess, sloped or elevated floor
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<br /> �. ', ' �I - ' . • i. , , � " �; ; . ,, �, ' , , ' �' � • , ° 14�-o°, , � - , , � - �� , �� elevations, coordinate size and location with
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<br /> � �, arc A e 3/S5 01 here I able. ,
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<br /> TOF'. � .'; �.�. ,, ; TOF '. , . � TOF " - �, , - - • � 'TOF _0 � . . pp
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<br /> 1 I � TOF i I ° S6 01.s
<br /> -14' - 5" � � -12'-5", - - � � . ' i - � -12'-5" - ' �_ ' . ,. -, '-19' -0" ' � � cwea -14'-8" �
<br /> _ � _ „ , 16. For typical elevated concrete pad or curb construction
<br /> � � _ - _ � , �� I = - � - -. � - M � q SEE NOTE 19 S2@ 4/SS.O� or 2/S5.02 . Coordinate size, location, and
<br /> � �.. _ �l. .� - s;-_ �.-�, - - r--" -9'- 8" I .
<br /> , , �. _ _ �. - - - - - - - - �___ , � .
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<br /> M _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ thickness with equipment supplier.
<br /> �. - � , � , .
<br /> � CF2 TOF TOF
<br /> � � � _12�_$�� _�2� _s° ' «\�, 17. �"� Denotes concrete wall type, see 2/S4.02 -�
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<br /> 1B � 4� -o° , 4' -o" � _9�_s�� , I sEE NOTE 2� � 18. Top of footing (TOF) elevation indicated is based on a 5'-0" deep �
<br /> TOF TOF U � I -�- � TOF N
<br /> � -11� -s° -�o�-s° -9'-8° I . I (� _�o, _$„ rFg � , I etevator pit. Verify elevator pit depth prior to placement of footing.
<br /> � � � _, -. _�--- I : � � L I � I � ° � cn
<br /> N _ � _ _ _ _ _ _ _ _ _ _ _ � F$ "') I ( r$ � I ._ I 1 9. F o o t i n g h a s b e e n d e s i g n e d f o r t h e P o t a i n M D T 1 7 8 t o w e r c r a n e.
<br /> � ( � 1B Coordinate with tower crane manufacturer for all necessary footing �
<br /> � ' I . � � - -1 � � � - - - - - - - - - -- ' - - - - - - - - �S �
<br /> p - - -N- - - - - - - - --fi- - - - - - -- - - - - -! - - - - � - � --�- � embeds. � �
<br /> I � -- � � � �
<br /> � � � ' � '_ � TOF ��"$ � � I ° " It is the presponsibility of the crane manufacturer to retain the servies > z
<br /> -� , - - �� o f a r e g i s t e r e d p r o f e s s i o n a l e n g i n e e r, r e g i s t e r e d i n t h e s t a t e o f �.�+ Q
<br /> � � i � i -10�-$� , TOF �� TOF washingtion, to design all necessary embeds to support the tower � L E--
<br /> -10'-8 � � (�
<br /> G� � N G� 4 'a G� G'� -10 -8' °
<br /> , � � crane.
<br /> i I � S6.01 ,TYP. � z
<br /> � � � � TYP.AT STAIR � I
<br /> UNO. The foundation has been desiqned for the followinq loads: � � �
<br /> � I Maximum Overturning Moment Mo=2,137 k-ft(ASD); 3,419 k-ft(LRFD)
<br /> � i � i � i i � Maximum Vertical Load P=115 kips(ASD); 184 kip(LRFD) � Q
<br /> ",' 5"CONCRETE SLAB ON I Maximum Horizontal Force a Top of Footing H=19 kips(ASD); 31 kip(LRFD) � �
<br /> N � � r � GRADE, SEE NOTE 5 Maximum Skewing Moment at Top of Footing Ms=147 k-ft(ASD); 236 k-ft(LRFD) � ,
<br /> i 14'-31/2" �
<br /> CENTERLINE OF i �� � � � I ~
<br /> i TOWER CRANE I � ( ° MO Mo � O W
<br /> � EXTEND VERTICAL � Ms � S� �
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<br /> � I � I � TOF � TOF � d WALL REINFORCING AT ' ' P ~ � W
<br /> i _���_g�� -11' -8° TOF JAMBS OF OPENINGS ��� W >
<br /> _I_ _i_ �p�_g�� I FOR THE ELECTRICAL H H O W
<br /> � I � _ r rF9 � - � VAULT ROOM, DOOR
<br /> co OPENINGS AND � � �
<br /> � ( I I � I I I i I ( GARAGE ENTRANCE ON
<br /> � - - - - - � - - �- - -- - - - -LEVEL1T0 �5
<br /> � � - - -- - - -
<br /> • - - - - - -- - - - - - - - - FOUNDATION. FOR The contractor shall verif with the crane manufacturer that reactions
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<br /> � d a ADDITIONAL
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<br /> F36A � � � � indicated are not exceeded. z
<br /> � SEE NOTE 19 _ _ _ _ _ � I I � I I I - + - 5 INFORMATION SEE " 2
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<br /> r I I Q ( ( Q � sa o3: For additional information see footing schedule on S4.02 and detail �
<br /> o G� ( TOF _ G� ( ( TOF G�. I I I� G� I � I � G� F10
<br /> � -11' -8" 4 6/S6.02. �--
<br /> � -11' -8" I I � M
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<br /> � �� ' � � � � � � � ' � � 20. At the contractors option the concrete wall indicated may installed as
<br /> ( ( � � I � -s�-s" a wet-mix shotcrete in lieu of a conventional cast in-place formed � � Q
<br /> � � � � � �
<br /> , � concrete wall from the top of footing to the bottom of concrete slab at �z z W
<br /> - - L - - - - - - - - � �- - - - - - - - -� �- - - - - - - - -� �-- - - - - - - - - - - _ _ the1stfloor. � � �/
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<br /> F ( CF1.5 «�W1zB> CF1.5 � cF�.s cF�.5 roF 21 . At the contractors option the concrete wall indicated may installed as 0 Q
<br /> � �/ � 5 `� � ; -���-$�� a wet-mix shotcrete in lieu of a conventional cast in-place formed o � i
<br /> 4 SEE NOTE 20 ' �S��6.0�
<br /> s s o� ,> �-�o c. � �,_ ,. c o n c r e t e w a l l f r o m t h e t o p o f f o o t i n g t o t h e b o t t om of concrete slab at � N z
<br /> G,� I G�. G�. ° � � � the 2nd floor. � Q
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<br /> � EXTEND VERTICAL WALL REINFORCING AT
<br /> NORTH JAMB OF FIRE RISER ROOM ON � � �
<br /> �' LEVEL 1 TO FOUNDATION. FOR Z W
<br /> o ADDITIONAL INFORMATION SEE , " 2 <<
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<br /> � LEVEL P02 FOUNDATION PLAN - AREA B
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<br /> � 1 - - SHEET NUMBER
<br /> N 1/8" = 1'-0"
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18
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