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<br /> CONCRETE PLAN NOTES �''==°�
<br /> PD
<br /> COC1CfetE' P�aCI NOt@S. American Property Development,Inc �
<br /> 110110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 2. Architectural backgrounds are shown for reference only. �coNsu�raNr�s�o�oANOAooREss�
<br /> The dimensions shown apply to structural elements only.
<br /> For dimensions not shown, see architect of record submittal. ��� ��
<br /> e n __ , n _. e r ; n g
<br /> 7 8 9 10 11 12 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> � and Structural Engineer before performing alteration work. Pnone�Zos� saz-7�ss
<br /> 28'-7" i 28'-9" i 28'-9" i 29'-7" i i LEJOB# 154191.00
<br /> 16'=8"
<br /> ALL STRUCTURAL DETAII�USED ON THIS
<br /> 4. To of concrete floor reference elevation shall be PLANARECOPYRIGHTU OfLOCHSA ,
<br /> p ENGINEERING OF IDAHO.THE RE-USE OF
<br /> ' ANY DETAILS AND CONCEPTS IS NOT
<br /> I I I I � marked as verify with architectural plans ACCEPTABLEWITHOUTWRITTENCONSENT
<br /> I � � 2 >.,£
<br /> OF LOCHSA ENGINEERING OF IDAHO.
<br /> � `�W'ZB � '',.,s�.o� � � � � 5. Slab on grade shall be 5" thick concrete with 4x4 W2.9xW2.9
<br /> A - _ - � .- � - - � . � - - - � � - - - - - - - - barrier pr pe y pr pared su g ade. Se g otechnical r port P Fti
<br /> . _
<br /> a - e. . a d. V ` _ 'a:a e _ a : - Q Q ded�wiee fa�bric�lpla e d 2 clea�r f�om p oec encre er v�apo o ASH
<br /> wel to te ov r �
<br /> n_ - ', - -' . a "e� a, . ea �d:_ . -� : ', .'_ , . ; ' � - a. �' .de � 'at .", ' _ _ �.d' '� _ _ ' � .-4 " O P,��c �N�
<br /> ( � for additional information. See architectural drawings for � - `�
<br /> o�-o��
<br /> I HATCHED AREA slab depressions, slopes, etc. �
<br /> � � � � DENOTES SLAB IS � ��
<br /> ;� � i DESIGNED FOR A �'-° 6. Slab on grade shall be 6" thick concrete with #4 bars at 12" oc. s =
<br /> � I � � i 125 PSF LIVE LOAD each way placed 2" clear from top of concrete over vapor T�� 354� � �
<br /> � ' barrier over ro erl re ared sub rade. See eotechnical �"`FS �RA� EN G\��
<br /> I P P Y P P 9 9 S�oNA� EN �
<br /> report for additional information. See architectural drawings for 03-29-1
<br /> I I I I EXP.01/07/202
<br /> slab depressions, slopes, etc.
<br /> ( SR10 SR10 SR10 SR10
<br /> B � COPYRIGHT CO2005, ALL RIGHTS RESERVED
<br /> I `�' � r - � = sR�o 7. Top of footing shall be marked as TOF
<br /> u- U � v I 2'-6"VERIRY - X�-X��
<br /> ( W � w � � WITH ARCH. SUBMITTAL/REVISIONS
<br /> �o° REINFORCED ' ' > Q > Q ' ° 8. Contractor to coordinate slab on grade control joints
<br /> ( I CONCRETE SLAB, SEE I � F=- °O ~ 4 `'. -° with 1 /S5.02 . # DATE DESCRIPTION
<br /> SHEETS S1.02C, S1.02D, I ' � r � I 1 03/28/18 ADDENDA#1
<br /> � S1.02E, AND S1 A2F FOR � � � � � �S7.01 :' �
<br /> � ' REINFORCING I 2-SIDES 9. See Geo-Tech report for underslab and footing requirements.
<br /> � � � � � I . .
<br /> � �o� -7 5is��VERIFYa�. 10. For typical concrete/foundation details, see sheets S5.01
<br /> �n � � DN CONCRETE LABESEE and S5.02. Y
<br /> I WITH ARCH.
<br /> � � i � � SHEETS S1.02C, S1.02D, � �
<br /> N S1.02E, AND S1.02F FOR -
<br /> I � � � REINFORCING 2� "�-., 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> � � ` s�,o� ' 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> I � ' , _` �0 `a; , , : to the footings or stem walls with detail 1 /S5.01 or the footings
<br /> � � s5.oa -rYP.AT s�.o2 " - may be stepped per 2/S5.01 at contractors option, typ.
<br /> COLUMNS
<br /> � � � � �`^� ELEVATOR °�-°�� �� o'-o" 13. S----S- Indicates step(s) in footing, see 2/S5.01
<br /> I � I � :,
<br /> sR�o SR10 SR10 SR15 SR10 14. C# Denotes concrete column type, see 1 /S4.02
<br /> C - - - � - - - - - - --- - - - - - - - - - - - - - a. - - - - - - - - - - -- - - - - - - - - --- - - - -- - --- -- -
<br /> �
<br /> � � `� � � 15. Denotes recess, sloped or elevated floor `
<br /> I ' o�-o�� +
<br /> a «\�, � elevations, coordinate size and location with
<br /> � , , � , , �/ arch. Also see 3/S5.01 where applicable.
<br /> I ,
<br /> 16. For typical elevated concrete pad or curb construction
<br /> � , � � . � - - � �B � see 4/S5.01 or 2/S5.02. Coordinate size, location, and .
<br /> � � thickness with equipment supplier. '�"'
<br /> �W8 � � (�o�-o�� � (�
<br /> o> 'v� � � -Y- s 10" REINFORCED
<br /> , , 17. �� Denotes concrete wall type, see 2/S4.02 .�
<br /> _ a a � - . a e . ,_ < - . . < � a -. ,
<br /> CONCRETE SLAB, SEE
<br /> � � i SHEETS S1.02C, S1.02D, - i
<br /> `� � � s�.o2E,AND S1.02F FOR � 18. Third floor drop caps are 15'-0" square, centered on columns and �
<br /> CW86 REINFORCING ��
<br /> � 3 � � ��� �o � � 24 thick measured from top of slab, uno. For section see 10/S5.08 . N ,
<br /> � � s7.o2 s7.o2 ` (� �
<br /> � 19. Top of footing (TOF) elevation indicated is based on a 5'-0" deep �,
<br /> I � ' ,> ' 0 �� ' ' 1'-7 3/4° elevator pit. Verify elevator pit depth prior to placement of footing. Q� �
<br /> , O �
<br /> I SEE NOTE 22 _ Slab Reinforcing Notes: �
<br /> i i TYP. AT Z .
<br /> I i 1� STAIRS UNO. o _ n,
<br /> � SR16 - 2O. � Denotes opening in slab. For reinforcing around �> � z
<br /> p _ _ _ _ . sR�� _ _ - _ _ openings see 6/S5.04 unless noted otherwise. �
<br /> I Q � ,: ° 1' -3 3/4" 1'-3 3/4° 7 � �
<br /> 2'- 10 7/8"
<br /> N �' 5 6�� � � � S7.02 SEE NOTE 22 21. All piping and conduit must be hung from bottom of slab. � z
<br /> ( � i i \ ^
<br /> � � o $ TO V RNF YWITHOR 10 I ,,S7.03 ' $ n L.l. -
<br /> - �' 22. Verify elevation with Civil plans and Architectural plans. (� � _
<br /> TOWER CRANE �' S7.02-' �
<br /> � i � SUPPLIER 10'-3 1l2" � � S7.02 ' c� _ `
<br /> ( � siM. � pN 23. Drop cap shall be the thickness indicated measured from top of � Q
<br /> o= � � ° slab. Dro ca shall extend to the backside face of concrete wall � �
<br /> i i- � W 10" REINFORCED 0'-0" p p
<br /> � Q � Q � ( CONCRETE SLAB, SEE -�- - �� $ � �N and shall extend to the backside face of column. For typical drop cap (� �-:
<br /> � � � � v w AFTER TOWER SHEETS S1.02C, 51.02D, IN HATCHED AREA, CONCRETE •, S7.01,' � section at column, see10/S5.08 w O W
<br /> ' z - � o- CRANE HAS BEEN S1.02E, AND S1.02F FOR MAINTAIN BOTTOM OF SLAB PROVIDE DEPRESSION IN SLAB -�
<br /> N � � � w � � REMOVED, INFILL REINFORCING SLAB THICKNESS VARIES. � S � FOR TRENCH DRAIN WITH 6" MAX. . � � �
<br /> I --Uo�p � SLAB PER �� i ��' 5 ; ELEVAT�ON IN HATCHED AREA DEPRESSION. COORDINATE WITH 24. Post installed anchors are not allowed in post-tensioned slabs unless �- M W
<br /> � F- ` � T ELEVATION 0' -0 1/2', � -6 ARCHITECTURAL AND CIVIL FOR the required embedment of anchor is 1�� or less. w W �
<br /> ( � � S 7.0 4 S 7 0 2�;` � SEE S H E E T S S 1.0 2 C, S 1.O D, S E E N O T E 2 2 ADDITIONAL REQUIREMENTS O W
<br /> '' �� S1.02E AND S1.02F FOR �B �
<br /> I r � � 0'-0"� -0'-0 1!2" i � REINFORGNG � , 7 " a
<br /> � I S7.01 � SEE NOTE 22 0 7 S7.02 S E E N O T E 2 2
<br /> ry 0'-0" -0 0' S7.03' 1'-3 3/4". o
<br /> o �_ � o�'�
<br /> N I i SEE NTOE 22 ' .
<br /> SEE NOTE 22 � � 1' -3 3/4" i�
<br /> �� SR12 SR12 I � SR12 �SR13 SR11 ' , 1
<br /> ° E - T _ - - ,` � � - - - - - -- - - - -- ------ -- ' - - - ' UP - - - - LJJ
<br /> > z' - •.- :' - , �
<br /> � �_ � - Z "- '�-
<br /> ,` �.. . ; . � 0'-0" , r;.' �', � , 1' - 1 1/2„
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<br /> _ _ � �, ��'> ,. �.
<br /> � :-;�; .: .. �,. .• . , .� , 0'-5 3!8' o ,,- :. �-,,�, cws , .. < ... SEE NOTE 22 �
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<br /> �..,- 9 S7.03 6
<br /> � - -0' -01/2" �'� r ,
<br /> D o ;• .:1:� •.'- �',',�' SEE NTOE 22 `. S7.01 ' ' S7.04: °_ S7A2_` � V
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<br /> _ , „: 1,-. \���x, �
<br /> � � •;';.'.•. � -0'-3 5/8"�F. _.:- 0'-4 3/4" Z
<br /> W `� �; � ,. � � 2 ' 0 -0 pN SEE NOTE 22 SEE NOTE 22 P g' �, 0'- 10 1/2" W � �
<br /> � �• ��� :° i . S7.02 SEE NOTE 22 \� 0'-0° � � O �
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<br /> . . ,;,.. ,
<br /> m `- ��. � � :,�, .,;.;` ; ' , S7.02 �
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<br /> . -0'- 1 1/8' 0'-0' . � ,, �, , � ��;' • U
<br /> ,. �1' -3 3/4" V �
<br /> � '':; �:.�:":':.:, ��_' - - -
<br /> SEE NOTE 22 SR14 - '�' - - - - -���"'• ' �
<br /> � �Tt�r.,,ii�..",i.��' ' "� "_ ' - " '_ ' � , . 4 - .._
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<br /> o � SR14 /\ i SR14 � i i i � O z
<br /> �� CCW12A ...-
<br /> � I ' -o�-s�ia° I I s �� - o�-7ia° I /� I z� . � v Q
<br /> SEE NOTE 22
<br /> ;, -0'-6" 3 �� SEE NOTE 22 <CW12A
<br /> �� � i SEE NOTE 22 S7,03w` S7,02.5 S7.01 ` � J �
<br /> ? `~.,,. %,..v- IN HATCHED AREA, CONCRETE SLAB THICKNESS Q�
<br /> � IN HATCHED AREA, CONCRETE SLAB x IN HATCHED AREA, CONCRETE SLAB VARIES. MAINTAIN BOTTOM OF SLAB ELEVATION IN z �
<br /> � THICKNESS VARIES. MAINTAIN BOTTOM OF SLAB 0' -5 1/8" THICKNESS VARIES. MAINTAIN BOTTOM OF S B HATCHED AREA AT ELEVATION-0'- 10", SEE SHEETS
<br /> = ELEVATION IN HATCHED AREA AT ELEVATION SEE NOTE 22 ELEVATION IN HATCHED AREA AT ELEVATIO S1.02C, S1.02D, S1.02E AND S1.02F FOR � �
<br /> �, -2' -4", SEE SHEETS S1.02C, S1.02D, S1.02E -1'-6", SEE SHEETS S1.02C, S1.02D, S1.02E REINFORCING o w �
<br /> 3 AND S1.02F FOR REINFORCING -0'-4 1/2" o � �
<br /> o SEE NOTE 22 AND S1.02F FOR REINFORCING
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<br /> FULL SIZE=24z36
<br /> HALF SIZE=12z18
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