|
CONCRETE PLAN NOTES ���J"�
<br /> �1;/1
<br /> PD
<br /> COnCCet@ PIc'�Il NOteS: American Property Development,inc.
<br /> 110110th Avenue NE suite 550
<br /> Believue,WA 98004
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> 1 2 3 4 5 6 7 2. Architectural backgrounds are shown for reference only. �coNsu�TnNr'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only.
<br /> For dimensions not shown, see architect of record submittal. � `�����
<br /> e r, _ , ,, e � r i n g
<br /> � , „
<br /> 15'-7" � 30'-0" � 19' -6" � 28'-9" � 18'-3" � 28'-7" �
<br /> 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. Pnor,e �2os> 342-��ss
<br /> LE JOB# 154191.00
<br /> �'s - ��J �� ��'` ' '� �*'`� ��•� ALL STRUCTURAL DETAIIy�USED ON THIS
<br /> '`� $ ��' = 9 , ��� � "�. r�'""`*�., 9 '� $ �'� .� 9 PLANARECOPYRIGHT C OFLOCHSA
<br /> �
<br /> I _� I � I 2 I � 3 ''- 3 `� � ; I .-r I �� /� � I 4. Top of concrete floor reference elevation shall be ENGINEERINGOFIDAHO THERE-USEOF
<br /> SS.OH „ S�J OH� . Y ` � A' SrJ.OH SS.O$ ' SS.OH / � X�-X�� ANYDETAILSANDCONCEPTSISNOT
<br /> , ,> = marked as verif with architectural lans
<br /> 15�-7�� 2�� -��� `""""" ` `S7 ��'' .57.�3,� 57.�3 `' <CW12A� Y P ACCEPTABLEWITHOUTNIRITTENCONSENT
<br /> �I O� - O�� �B�-3�� �O� -O�� OF LOCHSA ENGWEERING OF IDAHO.
<br /> I ,. �.. , ' � I
<br /> /� - - -- a. _. _ . . < . ._ - _ - _ _ . _ a -- - - 5 I d f b I IC f t f . .
<br /> a a � dt2„ cle
<br /> a " ' , " q , a, , = e d ,
<br /> ., a . " a. [�
<br /> �a � . , d- '- , ' .' - " � _ 4. e .. ,, , : _ ; , a . . . , � _ °" e , e ' ' - `
<br /> � ---- ------- ° ° ° we de wire a ric, p ace ar rom op o concrete over vapor P M� H N
<br /> ' � � � � 13�-a° � ' barrier over ro erl re ared sub rade. See eotechnical re ort �
<br /> p P Y I� p J J p Q' �� °F asHiN�
<br /> � _„�._,_„_ � for additional information. See architectural drawings for ° �P - �'
<br /> � 13'-4" i �g i i i i i
<br /> � slab depressions, slopes, etc. �:; �
<br /> ~ t. ` 9 ' , �
<br /> 2-600S162-43 HEADER. FOR JAMB
<br /> � ss.os i i PROVIDE 2-600S162-43 STUDS. i � , , , 6. Slab on grade shall be 6" thick concrete with #4 bars at 12" oc. �, ��
<br /> � i i FOR ADDITIONAL INFORMAT►ON � each wa laced 2" clear from to of concrete over va or T�L 3548 � �
<br /> SEE ., AND .,.__.,. y, p p p o,� �Ra� EN �`�
<br /> i i 5 �: 6 °°, I barrier over properly prepared subgrade. See geotechnical F �
<br /> I � I I I I I �S�ONA� ENG
<br /> SR1 S5.22 S5.22 ` SR1 sR� sR� sR� � sR2 report for additional information. See architectural drawings for 03-29-1
<br /> B - - - ° - - - - - - - - � - - � - - - - - - - - - - - - - - -- slab depressions, slopes, etc. ExP.o,�o��2oz
<br /> - � - - - - - - � - - - � - - - - - - - - - - - I - .. -
<br /> o � � � �..
<br /> � Q 11 � 7. Top of footing shall be marked as TOF COPYRIGHT CQ20D5, ALL RIGHTS RESERVED
<br /> � X'-X"
<br /> 9 •-, _ _�S7.04 '3-SIDES � � � � � � � SUBMITTAL/REVISIONS
<br /> � 8. Contractor to coordinate slab on grade control joints # DATE DESCRIPTION
<br /> S5.08:
<br /> i i i i i I i
<br /> with 1 /S5.02 . � 03/28/18 ADDENDA#1
<br /> 9"POST TENSIONED 9" POST TENSIONED I 9. See Geo-Tech report for underslab and footing requirements.
<br /> - � CONCRETE SLAB, SEE � � � � CONCRETE SLAB, SEE I �
<br /> �n SHEETS S1.03C, S1.03D, SHEETS S1.03C, S1.03D, 10. For typical concrete/foundation details, see sheets S5.01
<br /> N � FOR M D RE NFORCING � � � � FOR MILD RE NFORCING
<br /> � ' and S5.02.
<br /> AND SHEETS S1.03G AND AND SHEETS S1.03G AND �
<br /> i S1.03H FOR POST i i S1.03H FOR POST , 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> TENSIONED PLANS TENSIONED PLANS �
<br /> 1" 1`�0 '' 1" �
<br /> , � � , , , 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> -,s�.o?;` - I to the footings or stem walls with detail 1 /S5.01 or the footings
<br /> a ...,...,.^' .. ....,,w
<br /> 2 � � may be stepped per 2/S5.01 at contractors option, typ.
<br /> i i �� TYP. AT i i S5.06,'TYP.AT i
<br /> EVATOR "' -' COLUMNS
<br /> sR3 - sR� sR� I sR2 13. �-� Indicates step(s) in footing, see 2/S5.01
<br /> C - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - � - - -
<br /> -+� t - I- -�
<br /> 2-600S162-43 HEADER. FOR JAMB SR1 � 14. C# Denotes concrete column type, see 1 /S4.02
<br /> d
<br /> _ i i � i ' I PROVIDE 2-600S162-43 STUDS. I �
<br /> FOR ADDITIONAL INFORMATION 15. Denotes recess, sloped or elevated floor
<br /> � � � sEE-� 5 �`�AND `�� g � . I � elevations, coordinate size and location with
<br /> ----- `� arch. Also see 3/S5.01 where a licable.
<br /> . � : s5.22,: s5.22; � pp
<br /> � - �.�� , �
<br /> �a � � I " � HATCHED AREA DENOTES � � 16. For typical elevated concrete pad or curb construction
<br /> ; : , SLAB IS DESIGNED FOR A � see 4/S5.01 or 2/S5.02. Coordinate size, location, and .
<br /> � � 2 � � � 125 PSF LIVE LOAD ; , I �� thickness with equipment supplier. '�'�'
<br /> co o S7.01 /1\� � ' - - - - - - � - - - � - - - - - - - - - - - � - �
<br /> � a �
<br /> � � � �CWBB ' - � , , � , 17. �� Denotes concrete wall type, see 2/S4.02 .�
<br /> d
<br /> � - �wa TYP AT ���� .. 7
<br /> fr' � �� � a STAIR UNO. � '-` � 18. Third floor drop caps are 15'-0" square centered on columns and �
<br /> �> ' ,S7 04,� 3-SIDES i �� S7.04.�' i i �� �
<br /> � i` S�0?4 ; � � � 24 thick measured from top of slab, uno. For section see 10/S5.08 . (V
<br /> "'TYP.AT i r^
<br /> -
<br /> a i STAIR � , � � � 19. To of footin TOF elevation indicated is based on a 5'-0" dee ���
<br /> p 9 � ) p W �
<br /> � � �� ` � elevator pit. Verify elevator pit depth prior to placement of footing.
<br /> � � ; i s�.oa.' � � I , Slab Reinforcing Notes: �
<br /> SR3 SR1 � I� I SR1 SR1 SR1 '
<br /> � - - - - - - d - - � - - - - - - - - - - - -T��f-� - - - - � _ -� - - - - - - - � - - - � - - - I -� - 20. � Denotes o enin in slab. For reinforcin around � �
<br /> - � � � --------------' '� ' � � � p 9 9 z
<br /> � � 2-600S162-43 HEADER. FOR JAMB openings see 6/S5.04 unless noted otherwise. � O
<br /> I I PROVIDE 2-600S162-43 STUDS. � � � �
<br /> i i i I I FOR ADDITIONAL INFORMATION i i
<br /> F 2C � i sEE , 5 -. aNa 6 . � 21. All piping and conduit must be hung from bottom of slab. � � z
<br /> �� FOR ENLARGED I I �.L
<br /> °- i i :;SZ 01 .. STAIR FRAMING i � � 1B ,,S5 22=' S5.22.' i I i 22. Verify elevation with Civil plans and Architectural plans. (� _
<br /> `.- :; PLAN I I ' I (n
<br /> �
<br /> � � � i i � 4 � I , 23. Drop cap shall be the thickness indicated measured from top of �
<br /> �, - i i � '�, � slab. Drop cap shall extend to the backside face of concrete wall �
<br /> ' HATCHED AREA i � s i s5.os and shall extend to the backside face of column. For typical drop cap ('� �
<br /> °° � DENOTES SLAB IS � section at column, see 10/S5.08 W Q W
<br /> N •
<br /> DESIGNED FOR A � � S7 01;° �-- CAST IN PLACE
<br /> 125 PSF LIVE LOAD I I BE��W POUR STRIP I � L
<br /> ' ' ' i i ' ' � ' 24. Post installed anchors are not allowed in post-tensioned slabs unless � � W
<br /> 2-600S162-43 HEADER. � � • � �� U
<br /> 9 _ FOR JAMB PROVIDE
<br /> i i t h e r eq u i r e d e m b e d m e n t o f a n c h o r i s 1 o r l e s s. � �
<br /> �� �` `� 11 ��� 16 � 2-600S162-43 STUDS. FOR � i I 1 i i � i � W
<br /> `� S 5 0 8:' A D D I T I O N A L I N F R O M A T I O N j j I �
<br /> � �`� , S7.04 `3-SIDES SEE ` 5'' AND . 6 , j j I I
<br /> � � SR2 16 '.S5 22�� �S5 223�° SR1 SR1 I 1 SR1 SR1 � SR2
<br /> � E - - � - - - - - - ,.. - - - -�- - - - - - - -� - ��- - - - - - - - - - - - -� - - - - - -�- - - - - - - - - �- - - -
<br /> � �Q W
<br /> �� � � i i I
<br /> `s 2'-8"VERIFY � s � �
<br /> ; WITH ARCH. j U j j �
<br /> E 12' - 11"VERIFY � N Q � � � � � � � � W
<br /> _- � _ L
<br /> a o WITH ARCH. � „ � � r� II
<br /> � 8 ` _ � �� �/ 3'-9 VERIFY � I 1 3 -� � � �
<br /> , i i i i i V
<br /> � � i--� 13'-4° W I T H A R C H. M I 1 7' -7 1/2" 7' -7 1/2" �
<br /> � '�S5 08,,:� � � � �
<br /> II Z � �
<br /> w - o ,�..__. - i i � � i I ( i W
<br /> o� o � ; 13'-4° I � O �
<br /> SR4 SR5 SR6 � ' ` �
<br /> � - V
<br /> � O
<br /> � � _ _ - _ - ' : d ,. . '" , ' _ , - d. - . . _ .d" ' - " , _ - °' 'a . _' ' ' , a Q' - _,. „ - . - � , - a. - - - �
<br /> W a
<br /> N19' -5" 16'-2" <CW12A 10'- 10" 16'-7" 10' - 10" � z � �
<br /> � y _ i :_� o Q Z
<br /> ol s. . �9 ,: I �
<br /> s , �_; � w.n � �
<br /> 3 � S5.08� � S5.08: i i ' � g ^9�� -"$ I i � J
<br /> � � J
<br /> � .
<br /> � ,�
<br /> ,
<br /> y ��s�S7 01 ` �, S5.08;` S5.08;; S5.08 ' � � �
<br /> �
<br /> .,. 5 . 6 Z
<br /> � � � _`� m' " ��-
<br /> �, S4.03 FOR CONCRETE WALL S4.03 FOR CONCRETE WALL � �
<br /> m REINFORCING ELEVAT►ON REINFORCING ELEVATION o J �
<br /> � � � N
<br /> o � w
<br /> E w � _
<br /> � � r �
<br /> �
<br /> 0
<br /> d
<br /> m
<br /> N
<br /> � 2nd FLOOR CONCRETE PLAN D��BY A�
<br /> � 1
<br /> w �/$�� _ 'I�-O�� SHEET NUMBER
<br /> �
<br /> ��
<br /> �a S1 . 03A
<br /> ��
<br /> �
<br /> U�!1
<br /> 2 ai
<br /> ��
<br /> in o
<br /> �N
<br /> O
<br /> �N
<br /> N c�
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12xt8
<br />
|