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� SLAB OPENING WHERE �_�,u,,,
<br /> DOWELS TO 2 �. OCCURS ���""
<br /> MATCH AND SLAB DOWELS SEE :, S� 24" DETAI L NOTES �J���,APD
<br /> LAB VERT. WALL _ - ..�_ �- #5 DOWELSx24"� CONCRETE SLAB
<br /> REINFORCING AT 12" OC. AmericanPropertyDevelopment,mc
<br /> CONCRETE WALL
<br /> _ - -e < . a a : : - - b a a -a a _ � . - a Foundation Detail Notes „o,Be�e�Uenwassooae55o
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<br /> SOIL NAIL -�,-o- CONCRETE SLAB _ a� °. a:� <e - .. - -� , `i ° - -a m_- � ,° � �� _- ' _ - - - - . °. � . -�-Q� ��Q, ' - 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> WALL BY : ,8 _ °- : -� ON GRADE CONCRETE WALL - � ° ° o- � a � " �``' U a - � � � - - - '- - " (CONSULTANT'S LOGO AND ADDRESS)
<br /> OTHERS � ° ° 2. Architectural backgrounds are shown for reference only. �
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<br /> - ` - - 3" DIA. WEEP HOLES - CONT. WATER STOP BY _ °.a CONCRETE WALL The dimensions shown apply to structural elements only. �
<br /> _ � �'. " IN CONCRETE WALL _ MANUFACTURER TYP. SLAB ON GRADE For dimensions not shown, see architect of record submittaL E '-' `a ` '� � E '� ' '' `-
<br /> °_ a .°
<br /> - - � - TO MATCH WEEP 3" CLR. - ' 201 N. Maple Grove Ste. 100
<br /> SLEVE. ; :_ :-a a� .. :�- �x �� " X,° ° -X`�-X= HOLES IN SOIL NAIL WALL ` a .� � , s - 3. Contractor shall field verify existing structural conditions. If any BOISE IDAHO 83704
<br /> � x ' . � =¢=� ",a xaa ._ � - x' Phone (208) 342-7168
<br /> SEE NOTES - - �° ° - - - � - - " °`� d - ° discrepancies are found, contractor shall contact the architect LE JOB# 154191.00
<br /> < 1B - °° - -
<br /> 6 AND 8 <- - 9 and structural engineer before performing alteration work. A��STR��T�RA�oETA� USEDONTHIS
<br /> �a ( � � � �-� � � � � � � � �
<br /> d�a � - - - R R O ( E G NEER N�G 0 FIDAHO�E�RE-oUSE OF
<br /> O N � � ° - � � ° - MANUFACTURER, TYP. 4. For concrete and foundation t ical details see sheets ANYDETAILSANDCONCEPTSISNOT
<br /> 9 ,- , ' �/� ACOFLOCHSAE G�INEERN OF D�AHO.NT
<br /> ss.o� .' - _ � - DRAINAGE PIPING ` � � 2�� '
<br /> . _ ��d' '� q ,e e:
<br /> " BY OTHERS - � � _ S5.01 and S5.02.
<br /> - �° � - - � � °° ` - ' -� - - � '� - 5. Footing designations are called out on the foundation plans P M� H FN
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<br /> _ ' , ,_I _ a °a :a� -� and co rdina d o hedule et S4.0 � �
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<br /> � e . Q a . , � ' SOIL NAIL ab 3�� � � 6 >
<br /> ; . . Slab on grade construction is called out on plans.
<br /> . - � �
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<br /> _
<br /> _ WALL, BY CIVIL � _ ; CLR 24�� �� Coordinate slab on grade construction with sheet S5.01.
<br /> _ ; � � �_ - -. - - DOWELSx24"� 3 .
<br /> - d - 90 DEGREE STANDARD - - - TO MATCH SLAB CLR - `�'��� 3�8} � �
<br /> s :d . �, ;�a a=: `e �tl_ e` -.-° 7. Coordinate top of footing and top of slab elevations with �,� RA� EN ��
<br /> - HOOK � < :- . .
<br /> , a <., - �� #5 AT 12 OC. HORIZ. foundation lans.
<br /> _. a= ` WEEP °� a . p
<br /> REINFORCING SIZE °° " `
<br /> ° 6. ° tr .a H O L ES SEE, 1 a ° � 1 p" AND SPACING 10" 6 p� SS�O N A L EN`'
<br /> 03-29-1
<br /> �, ` EX .01/07/202
<br /> - � �,s s.o� ' � a a _ - � .,Q a.. 8. Concrete columns are called out on plans and coordinated in the
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<br /> 4 � ° CONCRETE � � o _ ,- ° - #5 AT 12" OC. HORIZ. . FOOTING schedule shown on S4.02. coPVR��HTOzooS, ALLRIGHTSRESERVED
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<br /> FOOTING � - �- - - ° - - .-° . �
<br /> FOOTWG ' A . � ° a DOWELS TO n : `�;,;` 9. Sub-grade material below slabs and footings shall be SUBMITTAL/REVISIONS
<br /> = MATCH WALL �� a� °<=_ ,._ constructed as indicated by geo-tech report. Coordinate vapor # DATE DESCRIPTION
<br /> -I I I I I I ' i REINFORCING - I � I_ � NOTE: barrier placement below slab with arch and geo-tech report. � 03/28/18 ADDENDA#1
<br /> 1. Slab reinforcing not shown for clarity.
<br /> TYPICAL PERIMETER WALL FOOTING � STRUCTURAL SECTION AT STORM VAULT 2 10. Contractortocoordinateexteriorfinishgradewitharchitectandcivil.
<br /> 1" - 1'-0" 3/4" - 1'-0" 11. All rebar to maintain clear distances per concrete notes on
<br /> � RE/NF p sheet S0.04 unless noted otherwise.
<br /> N V �FVE��P�lNG 12. All concrete cold �oints are to be roughened and cleaned to
<br /> N � �ENGT�ENT 1/4" amplitude, uno.
<br /> SLAB TOP REINFORCING
<br /> � 13. All hooked dowels are shown with 90° std. hook, see 5/S5.03 . uno.
<br /> 135 DEGREE HOOK
<br /> 14. All rebar shall maintain tension lap splice, see 3/S5.03 .
<br /> " 1-#5 BAR CONT.
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<br /> - ° ° °� 15. All dowels shall maintain development lengths, see 1 /S5.03 .
<br /> - - ° 6 de � SOIL NAIL WALL BY OTHERS
<br /> �_ _ �X.
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<br /> � � d - . � z� z 16. Concrete strengths are provided in notes on sheet S0.04.
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<br /> �r Q _ � - Q Q 17. All exposed concrete edges shall have a 3/4" chamfer, typ., uno.
<br /> a a EDGE OF WALL BEYOND
<br /> #5 DOWEL � CONCRETE SLAB W a. ..a ,. w 18. Provide 3" minimum concrete cover between surrounding soil and
<br /> AT 12 OC. � _ ON GRADE f=- - CONCRETE COLUMN � a�=i - CONCRETE COLUMN all embedded steel including, base plates, anchor bolts,
<br /> 2" -g - a ° � a � °° i headed anchors, columns, etc., uno. �
<br /> SLAB BOTTOM WATERPROOFING �, � - �,-� � �
<br /> REINFORCING BY OTHERS � ` �i 1 9. A l l s tem wa l l an d foo ting rein forcing is to be con tinue d t hru
<br /> 24" `a. . a_
<br /> � -' columns and footings, uno. �
<br /> CONCRETE a pa _ #5 DOWELS x24" (- W � - : pa - - w �- �.
<br /> SLAB ON - AT 12 OC. Z � - - - ° - - Z - ° 20. For structural bearing wall construction, see plans. �
<br /> p. . � 6' -' , °O,, p- a^,.
<br /> � ,.X 7�-a-X � X- X X �X " �X , � `X � _I X , Xa=X " Jx , � X ..
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<br /> GRADE N Q a_ = a. - �a 4 a:a- = a ° _ "� ° - �, a 4 . a.a_ == a ° _. ` Coordinate location with plans and architectural. N
<br /> _ 9a = CONCRETE WALL � � - - - . . 4 -= z � � � i o. � V�
<br /> � X . - X�--=�.Qa a_�� _ - - Z , , - _ - -, , ,- � 21. For all interior and exterior wall finishes, see architectural. ,�x -r-�
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<br /> - - , n CONCRETE O � - a � ;Q - , d _ e W U M � ° :4 '6 d a .a -.- . - -
<br /> � - - = FOOTING Z v - � � _ °� _ _ - 4° ° e_° - a �. � `_ _.�: : °,e_�._. a : _� <Q "_,�_ 22. Coordinate all water proofing measures with architect. . �
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<br /> NOTE: V #5 AT 16" OC. HORIZ. � � z
<br /> 1. Contractor shall shore wall until concrete slab achieves design strength 90 DEGREE STANDARD HOOK 8" CONCRETE � � (_
<br /> S LAB 0 N G RAD E AN D STRU CTUAL WAL� CENTERE�D IN WALL � a
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<br /> SLAB AT WALL 3 CONCRETE COLUMN AT FOOTING 4 CONCRETE COLUMN AT FOOTING 5 ��:- � c� �
<br /> 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
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<br /> SLAB ON GRADE REINF. � �� CONCRETE M W
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<br /> 2 - 0 LAP 24�� WALL BEYOND _ . � _ -_ SLAB ON GRADE � W
<br /> TYP. #4 NOSING BAR -' - - _ �
<br /> � #4 BAR AT BOTTOM � #5 x� 24" - A Q� � SUMP PIT 4'-0"x5'-0"x2'-0" DEEP. `_� CONCRETE � - - -
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<br /> � OF EACH RISER � a ° " .�,. :,�.,�.�..a DOWELS AT 24" OC �---�� 8" CONC. WALL SHORE UNTIL ' �-- SLAB ON � - - �
<br /> o a � " • X •x `a ` •" �_ _ � � CONNECTING SLABS HAVE GRADE - o_ `e I I I I I I I I I I I �
<br /> ' � � R E A C H E D D E S I G N S T R E N G TH ` a Q
<br /> � OPTIONAL ROUGHEN d � GRATING SEE ARCH. - � �
<br /> � ,. T -"° .. ,�_ � i WATERPROOF � � J
<br /> � AND CLEAN TO 1/4 � � � X .�X � _a °X : X a"° -
<br /> � AMPLITUDE � 4 .. ° a _ �,, a x a X 9 MEMBRANE - --------- e a _ _ - -
<br /> a _ - _ , _ _ . , _ a. - WATERSTOP CONT., TYP. WRAP a -------- � .. a ° ` - Q
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<br /> � ° �,L = � � � '_ -_ _ °�_ :a` AT ALL CONC. JOINTS COMPLETELY� - °. q ;._' a 4 e - - �
<br /> � `a . f-- O � AROUND PIT - a = w
<br /> � - � Q w - - L3x2x114 LLV WITH �a - � iz Q
<br /> o� _ ` � °a ;,-��9 Q, - X „ � = W � #5 AT 18" #5 AT 18" VERT. OC. P 9 . 2-1/2" DIA. HILTI °�e I I I-� � DOWELS TO MATCH AND �
<br /> z a. #4 AT 18 � � -� f- HORIZ. OC. . � � CENTERED IN WALL _ KWIK BOLT III WITH --a ° a, - LAP VERTICAL WALL v Z
<br /> m o � � WU _ e
<br /> � �' � `'. , o o p Q -� WATER STOP, TYP. - 3 1/2" EMBEDMENT � FOOTING 6- ° REIFORCING. ALT. DIR. O O
<br /> � � � � ° a a a WALL REINF. AT � W � � a , EACH SIDE _ - OF HOOK o _
<br /> >- � WATERPROOF
<br /> o = =CH EEK WALL, SEE_ - =gOTT_BARS "' � W Q MEMBRANE WRAP a _ e • a �-6 O ~
<br /> � - -NOTE 1 �; , w -� � COMPLETELY - - ` � �" Q
<br /> � 24 LAP _ �a . � _ , „ _ - Q
<br /> > 1' - 0" _ d: � cWn AROUND PIT � ._ � °4 _ °a�. _ - a #5 x 1 -6 � � - a._ e - �
<br /> � 2-#4 CONT.
<br /> 3' - - SPLICE TYP. - - - •_ : � - - a.a� �
<br /> � a - - - _ - - _ , RS � � •
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<br /> � � d a . .° - � . �: _ Z-BARS EACH = -�° . � aQ - - - - _ : - - �a. ON 3 SID 4 . _ -d": _ _ .- . _., - - �
<br /> a MATCH Z BA ° • z
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<br /> a - a. - - � a d . a .a . . - - a: SIDE, 3-#5 x 1'-6" �i- �- - - - CENTERED IN a : . . - _a.a °, ° , a.� . .- - z �
<br /> ' - � � � �-I � I-� � �-� � � � � � � � I ��
<br /> ' BLDG. WALL _ - 4 - a _ _ - - - - - - -
<br /> �, _ - a _ .. - -,�_- .._ . a . eQ _ .o � $„ 8 WALL � O
<br /> N ' , _ , a-. . .. .
<br /> �' (CONC.) CHEEK � - - _ _ a- _ ��`_ .°, �- � - , , , , , , , - o � LL
<br /> 3 ,
<br /> � WALL - � � � � � � � � _ - a _ - , „ � w
<br /> � ) � _ _ _ 1 -6 NOTES: �7 w o =
<br /> I-I � I I I I-I I I I I I I I I I I I-I I I I I ' " � `�
<br /> � �'
<br /> 0 1 F I f inf rmation see
<br /> . or ba ance o o ,
<br /> � NOTE: �- #4 DOWELS ',ss.o� �`
<br /> " CONCRETE FOOTING `= ° o��BY
<br /> � 1 . Where cheek wall is required provide 8" 3/4" x 5" 2. Cont. structural steel with zinc rich paint AC
<br /> � thick Conc. wall with #5 at 18" oc. each way KEY CONT. NOTE: ; $� ,,, or hot piped galvanized.
<br /> w dowel vert. bars into slab. SECTION 1. F o r s u m p p i t f r a m i n g s e e .
<br /> � `'• S6.01;''' SHEET NUMBER
<br /> � ¢ -
<br /> � � 6 7 8 9 56 . 0 �
<br /> � � CONCRETE STAIR ON GRADE SECTION AT ELEVATOR PIT SUMP PIT RETAING WALL AT RAMP �
<br /> � �
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<br /> � ry
<br /> N � 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3l4" = 1'-0"
<br /> FULL SIZE=24z36
<br /> HALF SIZE=12x18
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