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CONCRETE PLAN NOTES ��==���
<br /> PD �
<br /> COIICretG Platl NOteS. American Property Development,Ina .
<br /> 110110th Avenue NE suite 550
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06. Be��e�Ue,WA98004
<br /> 2. Architectural backgrounds are shown for reference only. �coNsu�TaNT'SLOGOANDADDRESS)
<br /> �- The dimensions shown apply to structural elements only.
<br /> 1 2 3 4 5 6 7 For dimensions not shown, see architect of record submittal.
<br /> P ,`l C�. � .+"7 c. E: t"' � !"? � ..
<br /> 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> ' �s�-7° ' 30� -o�� ' �s� -s° ' Zs� -s° ' �s� - 3�� � 28�_7�� , discrepancies are found, contractor shall contact the Architect P oneE(08) 3042 7168
<br /> and Structural Engineer before performing alteration work. �E�oB# �s4�s�.00
<br /> Al�STRUCTURAL DETAI USED ON THIS .
<br /> I I � 2' � I ' 4. Top of concrete floor reference elevation shall be E GNEERN�GOFIDAHO THE�RE-oUSEOF
<br /> X�-X�� ANY DETAILS AND CONCEPTS IS NOT
<br /> '.,s�.o� marked as verify with architectural plans ACCEPTABLEWITHOUTWRITfENCONSENT
<br /> I I I 1 I I I I Of LOCHSA ENGINEERING OF IDAHO. `
<br /> A - - a_ _ - - a. _ - . , _, _ . . a _ . ._ . _ - aa, . - . - , �,� - -_- _ a, . _ a - - - - 5. Slab on grade shall be 5" thick concrete with 4x4 W2.9xW2.9
<br /> , , , d 4 , , I � , welded wire fabric, placed 2" clear from top of concrete over vapor P M. H E�
<br /> -s' -9 3/8° -3'-9 3/8° � � barrier over properly prepared subgrade. See geotechnical report P �� oF ASH,tic
<br /> for additional information. See architectural drawings for o �P - N
<br /> � � � � � � I ' slab depressions, slopes, etc. �
<br /> � I
<br /> � ' ' � ' ' � ' 6. Slab on grade shall be 6" thick concrete with #4 bars at 12" oc. s, �
<br /> each way, placed 2" clear from top of concrete over vapor �� 354a � �
<br /> � RA L EN a�'
<br /> � � , � � � � barrier over properly prepared subgrade. See geotechnical �FS ��
<br /> SR9 SR10 SR9 SR10 SR10 SR10 S�ONAL E�'
<br /> I report for additional information. See architectural drawings for 03-29-1
<br /> B - - - 4 - - - --- - --� - - - - - - -- - -- -�- - - - - - - �o - -- - - - - - - - - �--- - - - - - - -� - - - - - - - - - - - - - - - � - - - EXP.01/07/202
<br /> \_� , , , � , � , slab depressions, slopes, etc.
<br /> e I
<br /> j I TOF COPYRIGHT C�2005, ALL RIGHTS RESERVED
<br /> , ? I 7. Top of footing shall be marked as x�-x°
<br /> j SUBMITTAL/REVISIONS
<br /> ; � 8. Contractor to coordinate slab on grade control joints # DATE DESCRIPTION
<br /> � � � � � � ( �
<br /> with 1 /S5.02 . � 03/28/18 ADDENDA#1
<br /> - , �10" REINFORCED CONCRETE ;
<br /> s�a,B, SEE SHEETS S1.02C, , , , , ( , 9. See Geo-Tech report for underslab and footing requirements. ,
<br /> - S1.02D, S1.02E, AND S1.02F � UP -�- �
<br /> i1? FOR REINFORCING ; � 10. For typical concrete/foundation details, see sheets S5.01
<br /> N i i s i i
<br /> ; � and S5.02.
<br /> ' ' ' ' ' I ' 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> �
<br /> 2 �s�:10�`,, ; I
<br /> s�.o� _ � � � � �� � � 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> ts� I
<br /> 9 �'-��- ' i s5.o4�' TYP. AT to the footings or stem walls with detail 1 /S5.01 or the footings
<br /> -3'-9 3/8° , CW8 ELEVATOR ; �- ° co�uMNs I � may be stepped per 2/S5.01 at contractors option, typ.
<br /> ;
<br /> SR10 - - ' SR9 SR10 SR10
<br /> C - - - - - - - - - - - e� - - - - - - - - - - - - - - - - -- - - --- - -- _ a - - _ - - - �. - - -. _ _ _ _ _ � _ _ _ _ 13. 5--�- Indicates step(s) in footing, see 2/S5.01
<br /> ° o -3�-9 3is�� � 14. C# Denotes concrete column type, see 1 /S4.02
<br /> �WBB
<br /> � � ,� � ° . _ � � � �
<br /> ����' � I 15. 0 Denotes recess, sloped or elevated floor ��
<br /> , , r s�.o2: , , , � elevations, coordinate size and location with
<br /> �B - � � � arch. Also see 3/S5.01 where applicable.
<br /> � - � � � �
<br /> _ � � 16. For typical elevated concrete pad or curb construction
<br /> see 4/S5.01 or 2/S5.02. Coordinate size, location, and .
<br /> a, � _ i � � i � � i
<br /> � 10" REINFORCED CONCRETE z ` " tIIICI(tl@SS Wlth @qUIpCTI@tlt SUppll@1". '�r"^�
<br /> 00 0 � SLAB, SEE SHEETS S1 A2C, � � - - ' � 4 � � v,
<br /> cwae
<br /> � i S1.02D, S1.02E, AND S1.02F i i i � � 17. �"`"� Denotes concrete wall type, see 2/S4.02 �
<br /> .
<br /> ' FOR REINFORCING '
<br /> +
<br /> ° ' t��� � ' t ' ° ;''�� . �o i ° ° , s� 02 , I , 18. Third floor drop caps are 15'-0" square, centered on columns and �
<br /> �s: s7. 2 ` s� � 24" thick measured from top of slab, uno. For section see 10/S5.08 . N
<br /> :� F � (�
<br /> i i i i i I i
<br /> «\�, � ; � 19. Top of footing (TOF) elevation indicated is based on a 5'-0" deep �, :.
<br /> �/ . � i 0 � elevator pit. Verify elevator pit depth prior to placement of footing. p� �
<br /> � a �� TYP.AT sTaiRs urvo. � � Slab Reinforcing Notes: �
<br /> SR10 � SR10 SR11 SR11 SR12 .
<br /> p - - -- - - - - - - - - - - - - - - - - - _ _� - - - - - - - - � - -
<br /> � � � 20. � Denotes o enin in slab. For reinforcin around �
<br /> I p 9 9 > � Z
<br /> .° -6'-� �is" ' -s�-� �is° , � ' FOR SLAB ON GRADE openings see 6/S5.04 unless noted otherwise.
<br /> ° INFORMATION FOR RAMP I � � O
<br /> � ' i 10 ` BELOW, SEE 1 /S1.01A � � I � ~
<br /> �--� 21. All piping and conduit must be hung from bottom of slab. � C� �
<br /> S7.02�SIM. . ..5., � � � z
<br /> ' ' � s7.o� ' ' � ' 22. Verify elevation with Civil plans and Architectural plans. (� � _
<br /> � �
<br /> ' � ' � � ' I ' 23. Drop cap shall be the thickness indicated measured from top of Q
<br /> u�, � �10" REINFORCED CONCRETE � �10"REINFORCED CONCRETE I slab. Drop cap shall extend to the backside face of concrete wall � � �
<br /> SLAB, SEE SHEETS S1.02C, SLAB, SEE SHEETS S1.02C,
<br /> N � S1.02D, S1.02E, AND S1.02F � - S1.02D, S1.02E,AND S1.02F � i � i and shall extend to the backside face of column. For typical drop cap � �
<br /> FOR REINFORCING � 3 ' cw�o FOR REWFORCING � section at column, see10/S5.08 w O W
<br /> � i S6.01 LOW O i i i . . � � �
<br /> � I 24. Post installed anchors are not allowed in post-tensioned slabs unless � � W
<br /> a � � DN -- -- uP , � the required embedment of anchor is 1" or less. w �
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<br /> s SR9 SR10 w N o � � SR12 � SR12 SR12
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<br /> o • 1 <c\wi2a, THICKNESS VARIES. MAINTAIN BOTTOM OF � O z
<br /> ' 2 S7.03. �/ SLAB ELEVATION IN HATCHED AREA AT � `
<br /> ° i i i i `S�•�2 i i - ELEVATION-2'-4", SEE SHEETS S1.02C, S1.02D, O Q
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<br /> FULL SI ZE=24x36 '
<br /> HALF SIZE=12x18
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