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<br /> PLAN NOTES
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<br /> American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> 1 2 3 4 5 6 7 Foundation Plan Notes: Be��evue,WA98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> (CONSULTANT'S LOGO AND ADDRESS)
<br /> i 15' -7" i
<br /> so�-o° i 19�-s�� � 2s�-s° � �s�-s�� � 28' -�" ' 2. Architectural backgrounds are shown for reference onty.
<br /> The dimensions shown apply to structural elements only. ������
<br /> � � � EXTEND VERTICAL WALL REINFORCING AT g' _6" � e ``� ,�`` ' " " E r` ' ,; J
<br /> JAMBS OF DOOR AND GARAGE ENTRANCE For dimensions not shown, see architect of record submittal.
<br /> AT LEVEL 2 TO FOUNDATION. FOR � � 201 OISEpIDAHO g37te04100
<br /> i i i ADDITIONAL INFORMATION SEE ;�� 2 '` i 3. Contractor shall field verify existing structural conditions. If any Phone(208)342-7168
<br /> TOF 5 � `. S4.03;� � TOF ITOF discrepancies are found, contractor shall contact the Architect LE JOB#154191.00
<br /> -�rJ' - rJ" f } + + ALL STRUCTURAL DETAI�USED ON THIS �
<br /> I I I I <CW12B � al�d SICUCIUraI EngIl�eGr befOre pe�OCCrIICIg alteCallOC� WOrk. PLANARECOPYRIGHT(C) OFLOCHSA
<br /> CF 1.5 E -15� - - - ENGINEERING OF IDAHO'�r�E RE-USE OF
<br /> A - - - - - . - . ^ - - _ a _ - - --- - ----_ - ANY DETA LS AND CONCEPTS IS NOT
<br /> SE NOTE 21 5" 13' 8"
<br /> CF1.5 i
<br /> a. - - ° -. A. -. - a - a a. . • a , _ - °. °.=Q a ACCEPTABLE WITHOUT WRITfEN CONSENT
<br /> � �T � � � � �� � � � �� � � � � � � � � �� � � � r�_� � � � �� � �^ �_�+ '��.�a,T �_� � � � ��.� �_� �� ,�� � �� � �^��,,�,^ ; � 4. Top of concrete floor reference elevation shall be OFLOCHSAENGINEERINGOFIDAHO.
<br /> � - - � � marked as X'-X�� verify with architectural plans �
<br /> _ -13'-5" ., , - �, . . -. - „- � �_ �- . _ I_' , - ' I . � . � :
<br /> , , M
<br /> .
<br /> ;� � I 3, _5„ � �. � TYP. � = , . � �. .- , ; � � = � ..- � _. �,� � t , , , , . ,� - -. ' _ , , , ` �� ; � _ , _ 5. Slab on grade shall be 5" thick concrete with 4x4 W2.9xW2.9 �P oF W H�titi,
<br /> , �^ ' 4 ' . �, . �'� - ' ' ".� -. � . � ' � ,. - � � �"� ",� � . - � �'� . - '. � ��. - ' � � . welded wire fabric, pla d 2" cle crete over vapor P�P`� �"�To
<br /> - � , � �- I 1
<br /> ce ar from top of con
<br /> � S6.01 ' ' , , , - . , , . , . - , • -
<br /> r F10 � ' � ,-. , ,� � ,, , � k � � � . .� �. ,_ ; . . , � . � - . _ ,� - �, ", , � � barrier over properly prepared subgrade. See geotechnical report � i
<br /> � � . ,� � _ , _
<br /> ;, - - _i - �- ; �� ; , , - � , . - ��� - � � , � � � � , ,- � , . , ( � for additional information. See architectural drawings for ;� �
<br /> Fs �-- r - --) r$- , .. - .� , � . �s . ,. � . ; - . �a- - , , „ , . . . , -�,-�: Fs ., slab depressions, slopes, etc. � =
<br /> - �
<br /> I i i i • � � , .' . . : t , , , , ' , r ,' , , ; ; � - ,i - T ��G�
<br /> . • .
<br /> I , I I - I I - - l �,_•_ _ �� , � , , _. 1 . ' t- ' � „ „ F � �RAL EN �
<br /> g - - - - � - - - - : - - - - - - - - -- - - - � - - - - - d � ,, _, � ,; - . ,, ' - - - - -. , . " , � . - - ,� I,_�, .=-- - _.- _ - _ ��- "- - - 6. Slab on grade shall be 6 thick concrete with #4 bars at 12 oc. �ss �N�• Y
<br /> � � � � � I i_ . .- - - - _ - _ ; ., , , , - -I ". ��, ,' - ,T� � . I � � � „ ; , ; _ , . _�� . _ _ _ . each way, placed 2 clear from top of concrete over vapor o N A L
<br /> Q , , . � j 05-29-1
<br /> � -- -.- . - - -`, � . �- - - - - � - - � - - - -. - - - - �" barrier over ro erl re ared sub rade. See eotechnical EXP.01/07/202
<br /> L- - - - � �- - - - � �, -,_ �, ._ : , �.- _�.�� -_ �- � - - . -,,.- �� __ �_� �- �_ � - . . - , -. , , _ ; _ �� _�.�. -_ p p Yp p 9 9
<br /> a I � _ , - , , . �- � . _ , . , _ -( � � report for additional information. See architectural drawings for
<br /> i � - - TOF • � � - • � � � ' - SIc`�I� Cl2pCeSSIO1IS, SIOpeS, BtC. COPYRIGHT02005, ALL RIGHTS RESERVED
<br /> • . 1
<br /> ,.
<br /> TOF G TOF , ,.'- _14' -5" - ' -' • - ' � � ' � � � , y , . TOF. . - ,. �' -TOF . • . I, '' . I � ,
<br /> I � -14'-5" -14 - 5 i -,. , - . � • . , , ,_ • � - .. . � -14'-0° - i' .' : -13' -6" ° _ -'_ ' . , i
<br /> I = , - : -, - � � _ - _ . -. , " , � - � �_ - � - '_ � _ , � - " - - ;,_ . _ - _ . , ( " �_ 7. Top of footing shall be marked as TOF SUBMITTAL/REVISIONS
<br /> � _ _' _ ` _ . .. . , _. _ " _ _" _ �_ , _ y " _ . _" _ ' " ' _ _ . _ � - . . ..
<br /> .- . - , . ' . . • VI_vll
<br /> I _ n n
<br /> , # DATE DESCRIPTION
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<br /> a I � � � . uP-�--=-� � - - _ � _, " � - - �- : �-. `; ' . -� ,.�- : - . - _. , . . �:, - - -. ;. .. - � �-- ,- : - _._�, -
<br /> , 8. Contractor to coordinate slab on grade control joints 1 03/28/18 ADDENDA#1
<br /> � - " " - . � . , � � f �
<br /> _' �, I ' , , - _ � ; "_ . .� ' ,' _ ', . ' . ' I� ' .• : 5;'CO,NCRET� 5,LA6 D� _ • , � _ � ' � Wlth 1 /S5.02 . 4 04/20/18 ADDENDA#4
<br /> N � I i i i '- ..- . - - - - ' - ,. ' -. • . .. . ` _; _ _ 'i , • _ ' GRAQE,��E NOTE 5�• •',.�, • �. " �_ _ -. . . . �, t 5 05/29/18 ADDENDA#5
<br /> � TYP.AT - - - -- - -- -- ---- -- - . - � , - - -- - � ,-. . . - , - - - � I_ ._ ; ' 9. See Geo-Tech re ort for underslab and footin re uirements.
<br /> ELEVATOR � , , . ; ._ ..� _,,-,,_ ' , � ' . , . . , � . - � - � � -� - � _. ' . ' P g G
<br /> i i - : • ; - � - - .. � , . _ ._ -" E. - - - = i . - - ,- : - - � r. �
<br /> � • - - -, , � - : , :. . ' - � - , , _ , ' - - �. - , _ �. _ ' - "I = : ,, � �:
<br /> �. I __TOF TOF ; ; . - _ - , _ . .- , TOF� : . ._.- .�_ �-_ . .. _ _ , _ _ _ . _ _, _ . ; _ 10. For typicat concrete/foundation details, see sheets S5.01
<br /> � -�5�-o° - , - ` � G� � � �4' -o° , - - - � �- � - -�, - -��c,''-�� ;�, . :, - . - , -, - . - - . G� - C, - - � 1 -..- .- - and S5.02.
<br /> i � -18'-5" i .. . i ' • . �, -, ,i._ � _ . _ i. - - � ��� -
<br /> 9 I SEE NOTE 18 � � , . .. . , , . , , , • , , ,l , . , • I . ' '
<br /> 2' -0�� ,
<br /> - � - ,�c� 1B S6.01 - , - � ' ' - . - . � . -" � •-•��'- " � � y '` .� -- � � � -- � -- 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> I -13' - 5" rF9 i , 'I '� _ cws � - - I - - �` � '. - - � - - ' ' -� •I - �8' �; 4 .- - - . - -:I rz3 i '- - � � �� - . , _ . - _ F9, �
<br /> ,
<br /> - - � - " - - � � -; ' - �- - � � - , � - � � � - - � - � -�- - � �� �- " 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> � - - �. -_ , ._ , - _ _� _ _. � _ , _ ,� , . � � _ _.i- - � _ t,_ _ . . � - � - - �- ;�- -, - -- - -- -
<br /> C _ - _ - _ _ t.T -- - _ _ _ - _ - - _ _ . _ - _ _ - � - � _ _ _ _ _ - _ _- _ T,- _ _ - ,_ - , _ _ _ - _,- - _� T �1;-�T � ;_ ,__ to the footings or stem walls with detail 1 /S5.01 or the footings
<br /> �
<br /> �- �
<br /> J T _ „ - � - - -
<br /> a �.- . ,- - .. ` - „ -. , o , %' -13�-5�� ; . -� , . ; - . , ,- � . , - - - - , _ , , . ma be ste ed er 2/S5.01 at contractors o tion t .
<br /> T . � ,
<br /> a
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<br /> - . ._ _ � � - � - - - - - - - - . , pp P
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<br /> F ' 6 . . , -- - F - - ' - ' - - f � - ' -� • , ,
<br /> � TOF t �- i � i, y p YP
<br /> , • ' , - i. . ' � ' ,i ' i .. � -18 -5" . . . G., � ,i ` - - - • - . i
<br /> a -
<br /> � � TYP.AT . -'• " • ' •- • . • , . :L _ _,� , ; � _ � J � : ' . •, ' � `�, , ',''�
<br /> .
<br /> o I . .". - . �� : ss.o�, ,RAMPs / . 3 I � . , � � .� � _ EE . - , , , . , . , . . . , . , - - - _, . _ 13. �--� Indicates step(s) in footing, see 2/S5.01
<br /> � . ;
<br /> , � , _. , , , . -, . ,
<br /> ,
<br /> _ a . ,. , - 6 . - � • , - - - � - ,
<br /> I , � ,
<br /> c� • • i ,� . , ; - � - �� - . - , i . . .-, , , - ,i ' , „ , � � , , • • . ,i
<br /> .�
<br /> F _ , . . , ,
<br /> „ ,
<br /> ,
<br /> � ,_ .- . , , _ , _ , , , _ , , , . , , -, . - - ,
<br /> �
<br /> TOF = -. ' . . - -. • ," . '- �• = _ _ - . TOF � -• . - • . . ' �� 3 `'� , � . - TOF ' . . - : - -I - 'I4. C# Denotes concrete column t e see
<br /> � / I
<br /> ,, , . , � - - - - , 1 /S4.02
<br /> . . . , , Yp
<br /> - - - - . - - . ,, . _, . , . - _ � , - - - - -
<br /> , �
<br /> � � S6 02; " ,
<br /> - - , .
<br /> -15' -5' _a I : - � , , , ; ;-; � . - - � - , - ' , , _ , ' , , , � cwa6 , - _ . - - - , •, ' - ;� � ' , , - , ; � - - - , - - • � - „
<br /> .
<br /> I. S6 01 �•
<br /> , 6
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<br /> . - � - -
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<br /> - -
<br /> 1 � � .
<br /> , ,, . _ , , -. , _�� _ - . - ; 4 �-� „ . � ,�s6.oz . . ., _�� - . - - � �.�, ,,
<br /> " �, " �" � . , - - , - , a . - ; - -. _ . _ - - - - . -. , .- : - ' -, . - - - - - 15. Denotes recess slo ed or elevated floor
<br /> 16' 5 -13' '
<br /> - - - • � �i - - - . - , , I�
<br /> . ,
<br /> TOF � �I �
<br /> . , ,
<br /> � .. : ,� .
<br /> . . - .
<br /> . , . , „ . , - -
<br /> ., , ; '
<br /> ; -. • - - - • • ' , . ' • . - - - - -
<br /> - - - � ' - - - - - - - - - - - -
<br /> . , .
<br /> � " -�.� '� . - - , s - - - - � - - - - - - elevations, coordina e size and location with
<br /> � - - . .. . ,_
<br /> - . - - , - -
<br /> „ „ . ,
<br /> .
<br /> ,
<br /> ., ,. . . . ., , ,
<br /> ,
<br /> � � �, 14' 5" �
<br /> � - - - -. , , �- �� • - - - . - - , -, - - -.. - . _ .. - - -
<br /> � � _ - ' -� : . -,, ,_ ; . : �,i_ ' _ :.. -, ; _ ' ` ,- -, - ' - -', ' _ - - _ I , . , . , _ _ . . � , - . arch. Also see 3/S5.01 where applicable.
<br /> � . IL � - - �- � -
<br /> , , , , ,� - ' - - - � - , � - � � � - - - - - - - - - - �- - - - - - - - - -- -
<br /> 00 o TOF '_ . � . � �" � ,-• ' - , ' , . , 0 - _ - a . _ a 4 � ,
<br /> 2 �
<br /> � - : - - - - - ,- - I �;.� . . = �
<br /> M -�7� - �0�, - "� - - � � � . - - - ' -� - - . _, _ - - --- - - - - - - - - - - - - - - - -- - - - -- - - - - 16
<br /> a � - _ , ' _ . - _ r� �_, - . , ,_ _ , _ _ ,_ . . , _. � � �_ � , , cF2 � . For typical elevated concrete pad or curb construction .�.,r
<br /> -- - � - - - � I � " � see 4/S5.01 or 2/S5.02 . Coordinate size, location, and
<br /> . - . ; - - - - - - . : - � 5� -0° �
<br /> � - � -_ - , _ � . .� � : -_ � �_�-�. � . . -� �_ � _ -�_ . ; - � :- �_ � �.= . : ,_ = . _, I
<br /> «W,�B L , - � , - - _,, - _, , - _ �_ _ , -._ , _ : _ ,_ , -,_ ,i _ , _ .�, . ; _ a -s�-s° thickness with equipment supplier.
<br /> � a I: . , - , - • -I - , � - - :, - , - I - I I � � i -9'- 8" � � �
<br /> 4 - • - . � - cwse, .
<br /> SEE NOTE 21 , - - - - - ; - I TOF TOF �7. �� Denotes concrete wall type, see 2/S4.02 �
<br /> ° � • ' ' ,- . +. ,�. ' - - , -• - - -- - . . ;• . . . . -9'-8' �
<br /> �' • - • - . . , � � , ' -9'-8�� ��.„� � -10'-8" , � -10' -8" � /'� � �
<br /> � � � � .,� a � �� 3 �� - - - - � � V
<br /> � : '' „' ' � 'rg' ' � - � � " ' � 1�-°" T F Fs Fs 18. Top of footing (TOF) elevation indicated is based on a 5'-0" deep
<br /> , - . . � -, -, _ -.� , :. �,,�� �-,� -_ _� : _,. , �.,� � �- ,I ��� �, �,, . �WBA ' . 2 o I- � � -1 - - -
<br /> - ; , , , � s6 0 , � � elevator pit. Verify elevator pit depth prior to placement of footing. M �
<br /> � ', .� _ - . ', � . _ ; - , t' •_- � . . . �, ; ' . ' ' - . , � - � , I ".' -' .: _ �""g -14' -5" I I I - I },
<br /> o - --- - - -- - - -- � - -- - - -- - - . - - - - _ - - - - - - - - - - - - _- - - - - - - - �-- - - - - - - � �
<br /> -` � - - - � I I I I �B 19. Footing has been designed for the Potain MDT 178 tower crane.
<br /> � _ �� _ a , - � - � Coordinate with tower crane manufacturer for all necessary footing .
<br /> . �
<br /> ( -15'- 10" ; ; � , CF4 = �
<br /> embeds. Q� �
<br /> �n - -ti- - � G� i 3 �, TOF � i� � -i_ i z
<br /> � TYP.AT STAIR ,I , - ' _• " - • -16'-5" >
<br /> U . I G� TOF UNO. S6.02 G^ ; 18TOF -9 , G� It is the presponsibility of the crane manufacturer to retain the servies �
<br /> 0
<br /> i -16� - �o�� , � � � � " _- - , _9,_$�� , � � � of a registered professional engineer, registered in the state of � � �
<br /> 6 � 3' -4 1/2" _ ' SEE NOTE 19 -.S6 01�_ � � washingtion, to design all necessary embeds to support the tower
<br /> � „
<br /> I - , � �t�`"''��` V SLAB CONTROL � Q z
<br /> I ( ' �.-. - ,' '.TOF' F36A -
<br /> i i ��3�`��. i- � i i JOINT SEE � i CI"atle. � � �
<br /> - � � ���� i -15'- 10" � ,' ' � �, �-17'- 10" , , ', NOTE 8 TYP. , �
<br /> �' S601,� ` ; - � � -
<br /> a I 5"CONCRETE SLAB ON
<br /> � S6.01 , i , � • The foundation has been desiqned for the followinq loads: � Q
<br /> N ' GRADE, SEE NOTE 5 i "'.' - i _ , _�, . _ i i i
<br /> I , ) ) Maximum Overturning Moment Mo=2,137 k-ft(ASD); 3,419 k-ft(LRFD) � �
<br /> ( , �� ( ( Maximum Vertical Load P=115 kips(ASD); 184 kip (LRFD) �
<br /> I �, ( �- ` � ' I �,� � �, ` Maximum Horizontal Force a Top of Footing H=19 kips(ASD); 31 kip (LRFD) �
<br /> TOF � i � ! - i i i
<br /> ( 1 15'-3" U ( I �,- 5"CONCRETE RAMP� _'- TOF TOF Maximum Skewing Moment at Top of Footing Ms=147 k-ft(ASD); 236 k-ft(LRFD) J O W
<br /> -16'- 10" ISLAB ON GRADE, : F-
<br /> �. I � � -� .� = SEE NOTE 5 _- . ,'- i -11'-8° i -11'-8�� � i Mo Mo � � �
<br /> F-
<br /> I � - - �- -I- : � � _ r 1 r'�''- . Ms P � � �
<br /> I r$ i 1 r� i � cfl � - . i ' �' UP co � i G � i i �� O W
<br /> �� - - - - a. I - -- - � - I - - - - - - - �- � - I - - � = � � � '-' �-,�- - - - - - -� - I - - - - - I - - ' - - -- - - - --� - - - - - - - H . . H a.
<br /> � E Q - - - - � r �- � �
<br /> � I I I � I - ry � :' TOF � � I � � � N
<br /> 5 �� � I .� - . _ ; �. : , '- _ -17' - 10" I I I I � y
<br /> -'- -'- ' �_ � _ - . I � I ' I � ' The contractor shall verify with the crane manufacturer that reactions z
<br /> indicated are not exceeded.
<br /> F10 � �. � TOF � I ; A �.� ` I = Y , ' �, � �. � O
<br /> � G G -16' - 10" G G G
<br /> � i i "1 �' �, � � ' ' = . - : � i � � � � � i -
<br /> � I �s�- �o�� I _ � � For additional information see footin schedule on S4.02 and detail �
<br /> -�_-- 2' -6 1/2".�'� ( I I ( � g
<br /> i i -15'- 10" I � -, _ -9'-8�� I i ' ' i ( � 6/S 6.0 2. Q �
<br /> - - - .- - -�--- o �, o
<br /> �I � - .� ; : , i J _ L _ � _ � L _ _ 20. contractors option the concrete wall indicated may installed as �
<br /> At the
<br /> - - - - - - - - - - - - - - - �� a wet-mix shotcrete in lieu of a conventional cast in-place formed W z W
<br /> F ; d aa. _ _ _ . . a- - . . � „ . � e o . a _ _ - a. -
<br /> - : d_ �. °.- " ,a � a : a , , . , a a, ' . "
<br /> � . . - - , e - _. , . , e d a. " , ' - 4 , ,e��d ' • . . .., . ' d P _ , , d ,
<br /> , . a; . " , .. � . ° � a ' . ... .:. a -
<br /> ' CF .5 CF1.5 CF1.5 CF1.5 � a � concrete wall from the top of footing to the bottom of concrete slab at ? � �
<br /> i i i i <cw�2a i i O
<br /> TOF � roF � the 1 st floor. v Q
<br /> -17' - 10" � SEE NOTE 20 �
<br /> -17'- 10" a S6.01. i p � � '
<br /> , , , TOF G� , G� , � , 21. At the contractors option the concrete wall indicated may installed as
<br /> -�5'- �o" i a wet-mix shotcrete in lieu of a conventional cast in-place formed O �1 z
<br /> TOF concrete wall from the top of footing to the bottom of concrete slab at � 0 Q
<br /> -�s�- �o° the 2nd floor. � � �
<br /> m TOF ~ � ^
<br /> � I..L
<br /> o -11'-8" fn �
<br /> �, Z
<br /> = O \
<br /> � U /
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<br /> w
<br /> � LEVEL P02 FOUNDATION PLAN - AREA A D��BY A� j
<br /> �' � 'I/H" _ 'I�-O�� SHEET NUMBER
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