|
CONCRETE PLAN NOTES �����"�
<br /> �y:;%,
<br /> A
<br /> PD
<br /> COIICC'et@ Plall NOt@S: American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06. Be��e�ue wasaooa
<br /> 2. Architectural backgrounds are shown for reference only. �coNsu�TaNT'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only.
<br /> 7 8 9 10 11 12 For dimensions not shown, see architect of record submittal.
<br /> �_ _ , � ._ - ; , �
<br /> 28, _�„ 28,_9„ 28, _9„ 29, _�„ 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> 16� -s�� discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> i and Structural Engineer before performing alteration work. Pnone�2os> 3a.2-��ss
<br /> LE JOB# 154191.00
<br /> � A�L STRUCNRAL DETAI�USED ON THIS
<br /> � � 3 � $ � 4. I � of concrete floor reference elevation shall be PLANARECOPYRIGHT(C) OFLOCHSA
<br /> p ENGWEERING OF IDAHO fI1E RE-USE OF
<br /> ,� 2 ' 55.�7 55.�7 marked as X-X" verify with architectural plans ANYDETAILSANDCONCEPTSISNOT
<br /> I = ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> . .
<br /> OF LOCHSA ENGWEERING OF IDAHO.
<br /> � S7.04 ' � S7.04 � 20' - 0" � 15'-7"
<br /> � 5. Slab on grade shall be 5" thick concrete with 4x4 W2.9xW2.9
<br /> A _ _ _ _ _ __ _ _ � _ _ _ - _ -_ welded wire fabric, placed 2" clear from top of concrete over vapor P M� H FN
<br /> � : . , - � barrier over properly prepared subgrade. See geotechnical report �?P�� oF ASH�,yc
<br /> � ' s7.oa. 'siM. for additional information. See architectural drawings for ° � - `�
<br /> I ' ' ' ' 24' -2" - o slab depressions, slopes, etc. ��, �
<br /> � -
<br /> I
<br /> �
<br /> � r -� - -� - --- , r -- - - -�- -- - - � r -- - - T --- - , r - - - -T -- -- � r -- - - -T-- - -- -� � 8 6. Slab on grade shall be 6" thick concretewith #4 bars at 12" oc. s,, �
<br /> � I I I I I I I I I ( _ s5.o� ' each way, placed 2" clear from top of concrete over vapor o� P� Rp3L4EN � ���
<br /> I � ' I I , I I , I I I I I F �
<br /> , , barrier over properly prepared subgrade. See geotechnical SS�o N A �NG
<br /> I I I I I I I I I I i I report for additional information. See architectural drawings for 03-29-1
<br /> I � I I I I I I I I � I slab depressions, slopes, etc. ExP.o,�o��202
<br /> g - - - -f- - - -� - - - - - -}- - - � � - - - - �- - - - ! - -� - - - -{ - � - -{- - - - - -}- - - -�- - �- - - - - - - - - - -
<br /> - -
<br /> I I ( I I I I I I I I ° TOF COPYRIGHTO2005, ALL RIGHTS RESERVED
<br /> I I ' I ==-'- i- - - I � I I � I I � � ( � � � 7. Top of footing shall be marked as x�-x°
<br /> ��, ,
<br /> `" SUBMITTAL/REVISIONS
<br /> I I `= I ( I I I I � I � I � 8. Contractor to coordinate slab on rade control �oints
<br /> I I � I I I I I I I I � I g � # DATE DESCRIPTION
<br /> L - �-- �- - - -J � --- - i i - - -- � L -- - - I -- - J L -- - - T--- - J 3 with 1 /S5.02 . � 03/28/18 ADDENDA#1
<br /> - -- J �- - - --
<br /> � i T T T 12" POST-TENSIONED CONCRETE SLAB, I S5.07 '
<br /> i i i SEE SHEETS S1.04C, S1.04D, S1.04E AND , 9. See Geo-Tech report for underslab and footing requirements.
<br /> � � � ! ' � - S1.04F FOR MILD SLAB REINFORCING. �
<br /> _ ( i , ��;; , � SEE SHEETS S1.04G AND S1.04H FOR j 10. For t ical concrete/foundation details, see sheets S5.01
<br /> ,n i � i i P O S T T E N S I O N I N G L A Y O U T yp
<br /> � � i and S5.02.
<br /> N I
<br /> � ! � ��o � � 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> I TYP. AT DROP CAP TYP., �
<br /> I � i S5.08 COLUMN SEE NOTE 18 , ; 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> r-- - --�- -- - - � r - - ---}-- ---� r - - -- - - -- -, ---- - - - - � r- -- - �' - ---, tothefootingsorstemwallswithdetail 1 /S5.01 orthefootings
<br /> I � � I I � I I � ` 3 �� I I i I ' 2 may be stepped per 2/S5.01 at contractors option, typ.
<br /> � � � � � ( � � �1���� S7.04 ' I 1 B � � � S7.04 '
<br /> I � I I I I i I �=- � TYP.AT I I I I 13. �� Indicates step(s) in footing, see 2/S5.01
<br /> I I I ' I I � � ELEVATOR I I ' I
<br /> C - - - - -i- - -�- - -�-- - -f -- - - - -+- - - - --� - �- - - - I- - - - -I - - - - - - �--- - - - - -I- - -- - -�- - -I- --- - - - -- -- - - - -- 14. C# Denotesconcretecolumntype, see 1 /S4.02
<br /> I � I I � I I � I � I I � I
<br /> I � I I I I � I ( I I 15. 0 Denotes recess, sloped or elevated floor
<br /> I I � I I � I I ' I � I I � I elevations, coordinate size and location with
<br /> ( I I I I I < � I I I arch. Also see 3I S5.01 where applicable.
<br /> ;
<br /> �`
<br /> - - - - -� �-- - -- J _
<br /> L - -t - -� -- - - J �- -- --�- - -�J L -- - - -- - - J - - --
<br /> I 24�_2�� � - � � - 16. For typical elevated concrete pad or curb construction
<br /> � , I see 4/S5.01 or 2/S5.02. Coordinate size, location, and .
<br /> _ ' ' ' � thickness with equipment supplier. '�"�
<br /> _
<br /> � � -�- --------------- -- ---------------�------ - � ---- (�
<br /> - - - --
<br /> � o I � � � 3 r � 17. �� Denotes concrete wall type, see 2/S4.02
<br /> r' I S7.04 ' � , , ,,
<br /> I �
<br /> � rYP. AT � s�.o4 ` 18. Third floor drop caps are 15'-0" square, centered on columns and �
<br /> � � � sTAiR �"-,�-` r _ ' , � 24" thick measured from top of slab, uno. For section see 10/S5.08 . N
<br /> __ _ --- � -- - � - , - _ _ �_ _ _ _- - - - -
<br /> - -- - - -
<br /> � � � '- .1: i t- i M
<br /> r r -- -- � � ' � - 19. Top of footing (TOF) elevation indicated is based on a 5'-0" deep �
<br /> � � ( i l elevator pit. Verify elevator pit depth prior to placement of footing. Q� �
<br /> � � � Slab Reinforcing Notes:
<br /> I � � � • �
<br /> , / � I � I 20. � Denotes opening in slab. For reinforcing around � � z
<br /> D - ---- - - - - �2° OST-TENSIONED CONCRETE SLAB, - - - - - - - � - - -- - - ( - -- - - - �- -- - - - ---- - - - - ---- openings see 6/S5.04unless noted otherwise. � ,.�.-+ �
<br /> SEE HEETS S1.04C, S1.04D, S1.04E AND I I I I ( I I � L" �
<br /> N S1. 4F FOR MILD SLAB REINFORCING.�
<br /> `- 8'-0"CONTRACTOR SE SHEETS S1.04G AND S1.04H FOR� � � I 21. All piping and conduit must be hung from bottom of slab. CC� �
<br /> � /N TO VERIFY WITH� POST TENSIONING LAYOUT/ ' � � � L-- _ - �- - - - J � ^ z
<br /> TOWER CRANE ����j I I i I i a'� -
<br /> o SUPPLIER 10 -3 1/2" VARIES / � z 22. Verify elevation with Civil plans and Architectural plans. (� � _
<br /> � 23' - 10" MAX. � '� L I �
<br /> „
<br /> ' � 2s�-s° MIN.� , , i ; �=`= `` , ' s�.o4 23. Dro ca shall be the thickness indicated measured from to of � Q
<br /> ° � w / / � p p p �
<br /> � � z � � i slab. Drop cap shall extend to the backside face of concrete wall � ^
<br /> �, } � W ' , i , , and shall extend to the backside face of column. For typical drop cap (� E-
<br /> , F- �„ v -� AFTER TOWER CRANE J
<br /> � � a H A S B E E N R E M O V E D� / 1� � � section at column, see 10/S5.08 w O w
<br /> z - � I-
<br /> `V �U j � � INFILL SLAB PER' '�� i � � L
<br /> � o°' s�.o4 i I ' �., � 24. Post installed anchors are not allowed in post-tensioned slabs unless � � W
<br /> �°� - i 6 ; the required embedment of anchor is 1 or less. � �
<br /> r r -�' ----� S7.04,' r - - - - ; - - - - -� �- - - -� -- - - � o W
<br /> �----------- --� i 3 n.
<br /> i � � � � � � � � I � S5.07 '
<br /> � � � � � � � � � i i � ��� � � �
<br /> � ! o
<br /> " � � I I I I I '
<br /> �,
<br /> o� E - -- - -- - - - - i - I- - ,'�}- - - -I - - -- -� - - � - - � - - - - i - - -�- --� - --i- - - - � - - - - -- W
<br /> y i �-C-� � �
<br /> �
<br /> E� ' i I ' I I ' I I ' � � I
<br /> 3
<br /> a I 6 I I � 12°�POST-TENSIONED CONCRETE SLAB, ( n/ m
<br /> y _ � I S7.04,:` � � ( � � SEE SHEETS S1.04C, S1.04D, S1.04E AND ! ( �•��-
<br /> � o
<br /> � , t' - ---� L -- - - -S1.04F FOR MILD SLAB REINFORCING.- -{- - J g
<br /> � I L I � SEE SHEETS S1.04G AND S1.04H FOR I I�- �
<br /> °' � I i i POST TENSIONING LAYOUT � 24�_2�� - S5.07 ' W z W
<br /> ; o
<br /> I O 1..1..�
<br /> o� I � � � o �
<br /> °' i i i � / 1 �
<br /> - - - U t.J
<br /> " - - -�; � ,. . - -
<br /> O
<br /> � -
<br /> � F - - - -- - �-== - - . - - � - ' _ - - - --�-= - - - _ _- _ - - _ - - - - - - - - � � �
<br /> � � Z
<br /> � 20'-0" 15'-7" O 7
<br /> o� Q L
<br /> � � -
<br /> � _ � ~ O �
<br /> �, - -- -- -- --- a _ _ . U
<br /> � I - - - -: _ ~ � �
<br /> 3 � � ~ � LL
<br /> Z �
<br /> � 8 2 3 ' 1 $ � �
<br /> `° Z
<br /> n S7.04' S7.04 ' S5.07 S7.04 SIM. S5.07 � �
<br /> � U
<br /> �
<br /> N �
<br /> � W M
<br /> 3 \ r' ` /
<br /> o � w
<br /> � � w
<br /> � � r �
<br /> v
<br /> 0
<br /> d
<br /> a�
<br /> N
<br /> � 3rd FLOOR - AREA B D��BY A�
<br /> � � 1/8" = 1'-0" -
<br /> w SHEET NUMBER
<br /> m
<br /> � �
<br /> � �
<br /> 0
<br /> � n 1 . 04B
<br /> U �
<br /> � m
<br /> � �
<br /> N O
<br /> � ry
<br /> O
<br /> � �
<br /> N c")
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
<br />
|