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<br /> CONCRETE PLAN NOTES ��J���
<br /> -��„'�
<br /> PD �
<br /> COt1CC@t(.,' Plall NOtBS. 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 /> 7 8 9 10 11 12 2. Architectural backgrounds are shown for reference only. �coNsu�raNT'SLOGOANDADDRESS)
<br /> The dimensions shown apply to structural elements only.
<br /> , For dimensions not shown, see architect of record submittal. � �����
<br /> � 28' -7" 28'-9" 28'-9" 29' -7" '' 16� $�� e r; n ; � e e -, ; ,-+ c,
<br /> i , 3. Contractor shall field verify existing structural conditions. If any 201 N. Maple Grove Ste. 100
<br /> , I � i discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> � � � and Structural Engineer before performing alteration work. Pnone�zos� 3a2-��ss `
<br /> LEJ B# 54 .
<br /> �-" � 9 - '��� $ ALL STRUCTURAL DETAI USED ON TH�S
<br /> I 2 4. T� of concrete floor reference etevation shall be PLANARECOPYRIGHT�C OFLOCHSA
<br /> �� �.--i� I I I SS.OH' I '_SS.O$ I p ENGINEERING OF IDAHO THE RE-USE OF �
<br /> , i ' • • ANY DETAILS AND CONCEPTS IS NOT
<br /> <CW12A X�-X��
<br /> �S701� 20' -0" 15' -7"`'�
<br /> marked as venfy with architectural plans A��EPTAB�EW,�,o�T�,nEN�oNSENT
<br /> I � OF LOCHSA ENGINEERING OF IDAHO.
<br /> A - - - - , _ - _ - � -' _ - I � - . - I I
<br /> a . a _ _ e a,- _ 4a _ _ o 5. Slab on grade shall be 5" thick concrete with 4x4 W2.9xW2.9
<br /> a a a, a ., . . a. . e . : a. a �
<br /> I , ; welded wire fabric, placed 2" clear from top of concrete over vapor P M. H F�
<br /> � ! HATCHED AREA 13'-4" - - barrier over properly prepared subgrade. See geotechnical report �? �� °� AS",�c
<br /> � ! DENOTES SLAB IS � o f o r a d d i t i o n a l i n f o r m a t i o n. S e e a r c h i t e c t u r a l d r a w i n g s f o r o �P .� N
<br /> � ' � � � oEsi�NE� FOR A - s slab depressions, slopes, etc. •�:� �
<br /> , _
<br /> d. � i 125 PSF LIVE LOAD - _ '' S5.08 '
<br /> `� � i 13�-a° ; � 6. Slab on grade shall be 6" thick concrete with #4 bars at 12" oc. �,, �:°� �
<br /> each way, placed 2" clear from top of concrete over vapor P� 35^8 � �
<br /> � , barrier over properly prepared subgrade. See geotechnical �FFS RA` EN G\��
<br /> I SR2 SR2 SR2 SR2 S�o,v a� E�'
<br /> B _ _ - _ _ _ _ -�- _ - _ _ _ _ _ _ - _ - _ - _ - _ _ _ _ _ _ _ _ _ _ - report for additional information. See architectural drawings for 03-29-1
<br /> � ; 2-soos�s2-a3 HEaoER. - sR2 o slab depressions, slopes, etc. ExP.ovo���oz
<br /> I � � � FOR JAMB PROVIDE �
<br /> �\l � ' � 2-600S162-43 STUDS. FOR ° � TOF COPYRIGHT CO2005, ALL RIGHTS RESERVED
<br /> � i ADDITIONAL INFROMATION a 7. Top of footing shall be marked as X'-X"
<br /> � � � SEE ' AND SUBMITTAL/REVISIONS
<br /> I 5 6 � 9 8. Contractor to coordinate slab on grade control joints # DATE DESCRIPTION
<br /> S5.22 S5.22 �B S5.08
<br /> with 1 /S5.02 . � 03/28/18 ADDENDA#1
<br /> � � i i i
<br /> �
<br /> � 4
<br /> , , 9. See Geo-Tech report for underslab and footing requirements.
<br /> � ; i i i S7.01 3-SIDES �
<br /> in
<br /> ' ( 10. For typical concrete/foundation details, see sheets S5.01
<br /> `� 9" POST TENSIONED i i i � I a1lCI S5.O2.
<br /> � CONCRETE SLAB, SEE I
<br /> � � SHEETS S1.03C, S1.03D, I
<br /> S1.03E, AND S1.03F � � � � 11. F# and CF# Denotes footing type, see 3/S4.02
<br /> I FOR MILD REINFORCING 11 -
<br /> i AND SHEETS S1.03G AND 2I ., '`� 10 I 12. Contractor to coordinate placement of utilities thru or adjacent
<br /> � S1.03H FOR POST i i i S7.04 3-SIDES
<br /> t- S�.°2 to the footin s or stem walls with detail 1 /S5.01 or the footin s
<br /> I TENSIONED PLANS I ' S5 06;-`�P.AT g g
<br /> , ,. � "� �� co�uMNs �,,,,$ TYP. AT may be stepped per 2/S5.01 at contractors option, typ.
<br /> I � O ELEVATOR �
<br /> � sR2 ' sR2 _ _ sR� _ ; SR� __ __ _ sR3 _ _ 13. S---� Indicates step(s) in footing, see 2/S5.01
<br /> C - - - - -�- -
<br /> � � ,
<br /> � 14. C# Denotes concrete column type, see 1 /S4.02
<br /> I � 2
<br /> i i i i a
<br /> I s�.o� 15. 0 Denotes recess, sloped or elevated floor
<br /> � , elevations, coordinate size and location with
<br /> ' ' ' �B � arch. Also see 3/S5.01 where applicable.
<br /> � i- -�'
<br /> I � � � 1 i � 16. For typical elevated concrete pad or curb construction
<br /> 0 see 4/S5.01 or 2/S5.02. Coordinate size, location, and .
<br /> � � � �
<br /> � o _ _ � _ ' _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ �""8 � � , thicknesswithequipmentsupplier. �
<br /> � M � � ' �
<br /> TYP.AT
<br /> I � ..7. � i STAIR UNO. � _a i�6 17. �� Denotes concrete wall type, see 2/S4.02 -�
<br /> � �-� y i i
<br /> � � S�µa���`� � � s�02'" � - � - � 18. Third floor drop caps are 15'-0" square, centered on columns and �
<br /> .-° TYP.A� a , <CW12A 24 thick measured from top of slab, uno. For section see 10/S5.08 . (y
<br /> i . i M
<br /> I I� STAIR i � 2, _�„ 15°THICK DROP , „ ` ' �
<br /> I ' ' � � caP, SEE NOTE 23 ' - 1 9. T o p o f f o o t i n g (T O F) e l e v a t i o n i n d i c a t e d i s b a s e d o n a 5-0 d e e p ♦..,
<br /> ( ' i � o �SR2 _ elevator pit. Verify elevator pit depth prior to placement of footing. p� �
<br /> ' sR� � sR� i SR1 ; sRs . �� N Slab Reinforcing Notes: . �
<br /> p - - - - - � -�- - - - - - - - - -Q - - - - - - - -�}- - - - - - ; - - ,�- - - --� - - - - -- - - - - - �
<br /> � ' _ �B � � �____________ _�_ � _--� , 20. � Denotes opening in slab. For remforcmg around � Z
<br /> � N a openings see 6/S5.04unless noted otherwise. � 0
<br /> N 8'-0"CONTRACTOR 2' -0" I � � �
<br /> � � � TO VERIFY WITH i i 1C FOR ENLARGED � 21. All 1 Ill and conduit must be hun from bottom of slab. CCS �
<br /> � TOWER CRANE p p g g
<br /> I � SUPPLIER 10'-3 1/2° S2.01,' P�N FRAMING � �'1 z '
<br /> i L.1.
<br /> � � � � � 22. Verify elevation with Civil plans and Architectural plans. (� _
<br /> o � W � (n
<br /> � � Q � � w � � � � - 6 23. Drop cap shall be the thickness indicated measured from top of � �
<br /> � I � � c, a , s�.o3 s l a b. D r o p c a p s h a l l e x t e n d t o t h e b a c k s i d e f a c e o f c o n c r e t e w a l l �
<br /> � z � � a �
<br /> N I , o W W � and shall extend to the backside face of column. For typical drop cap
<br /> U � � � I I I � �
<br /> � o 0 0 � section at column, see 10/S5.08 J � W
<br /> i � ~ � 2-600S162-43 HEADER. � �
<br /> � AFTER TOWER � � i FOR JAMB PROVIDE i 1B 24. Post installed anchors are not allowed in post-tensioned slabs unless �- M W
<br /> � CRANE HAS BEEN � 2-600S162-43 STUDS. FOR d - 9 � `�a
<br /> i REMOVED, INFILL I ADDITIONAL INFROMATION a the required embedment of anchor is 1�� or less. o `.`., W
<br /> I SLAB PER .` 10 � i i i SEE 5 AND 6 _ �
<br /> S5.08�'
<br /> ; � �..n, y
<br /> � -�` S5.22 S5.22 -
<br /> � i S7.04,� � o
<br /> � � SR2 �`� �`�" � SR2 � SR2 � SR1 � �� �� � � '
<br /> � E - - - - - - -�- - - - - - - - - -0 - - - - - - - - - q�--- - - - - - - - - - - -{�- - - - - - - - - - - - - � - - -
<br /> �
<br /> N I '
<br /> o' I � � HATCHED AREA DENOTES SR3 � , W
<br /> y SLAB IS DESIGNED FOR A ° �
<br /> � � i i i 125 PSF LIVE LOAD � �1 ��'
<br /> E�
<br /> � I S7.04 'ALL �
<br /> a o ' ��_9�, 5� �� p SIDES $ � m
<br /> � � I 13'-4" i i i o o S5.08 (n V
<br /> D H �
<br /> � I M � Z � W
<br /> ; I i i i M
<br /> o� SR6 SR5 SR4 M � / 13'-4"� � � O
<br /> o W
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<br /> � S4.03 S7.01 ` S5.08 S5.08 � � J
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<br /> fULL SIZE=24r36
<br /> HALF SIZE=1�18
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