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<br /> FINISH GRADE DETAIL NOTES PD
<br /> SEE CIVIL
<br /> American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> C° 6" CONCRETE WALL - Foundation Detail Notes: Be��e�Ue,wnsaooa
<br /> 6" CONCRETE WALL W�TH #5 AT 16" OC. VERT. a a
<br /> EQ �i CENTERED IN WALL AND 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> _ WITH #5 BARS VERT. #5 AT 16" OC. HORIZ. � ._° DOWELS TO MATCH SIZE
<br /> CONCRETE WALL (CONSULTANT'S LOGO AND ADDRESS)
<br /> AT 18" OC. AND #5 BARS AND SPACING OF VERT. 2. Architectural backgrounds are shown for reference only. � ���
<br /> � ` HORIZ. AT 18" OC. � � WALL REINF. FOR LAP _ °� � ` � °a The dimensions shown apply to structural elements only.
<br /> x �' ROUGHEN AND ' � CONCRETE SLAB ON GRADE For dimensions not shown, see architect of record submittal. �' �' G ' f' � � � ` ,-' ='
<br /> tr ' � SPLICE SCHED. SEE 3 ,
<br /> z a CLEAN TO 1/4" `° a.' ° � ° ELEVATION VARIES 201 N. Maple Grove Ste. 100
<br /> F I N I S H � < '- S 5.0 3„' ° BOISE IDAHO 83704
<br /> x � GRADE = ° ` AMPLITUDE � � � SAW CUT EACH . a.. e o �/ 3. Contractor shall field verify existing structural conditions. If any Phone (208) 342-7168
<br /> Q a � a. CONCRETE SLAB ON � / discrepancies are found, contractor shall contact the architect LE JOB# 154191.00
<br /> � J SEE CIVIL ° SIDE� SEE � GR/'1DE a ^ ALLSTRUCTURALDETAI USEDONTHIS
<br /> - - 'e 2" DIA. WEEP HOLES -_ � °° and structural engineer before performing alteration work. P�,NARE�oPYR,�HT � OfLOCHSA
<br /> ch � a S5.02_� e
<br /> , U ._ AT 48�� OC. 2- �5 CONT. . . > ` : - ': `� •� - -------- EN NIYDETIAI SOANIDCONCEPTSES NOOf
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<br /> � - , 4. For concrete and foundation typical details see sheets ACCEPTABIEb�iTHOUTWRITfENCONSENT
<br /> w SLAB ON GRADE � OFLOCHSAENGINEERINGOFIDAHO.
<br /> w ' I e a - � - - . a: S5.01 and S5.02.
<br /> (n - °.x_ -u�a---x.a _ - i�° _ , x°-�-x
<br /> z � � ROUGHEN AND CLEAN _ _ _ - - . . a a _ . - ..
<br /> < a Q P M� H EN
<br /> TO 1/4" AMPLITUDE X�,�---x,4 x _ ._ x.. x X° °-� �.�--aa _ _ - a ea.
<br /> � a - - - - ° �°� - � � . - - - - o - - 5. Footing designations are called out on the foundation plans �,
<br /> o _ - _ _ ° pa� � -��� .� _ _ � z ; �. a and coordinated on the schedule sheet S4.02. �. � °F AS"`ti
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<br /> �`' - 3- #5 BARS CONT. �- - � - �� �
<br /> e_ .. a , 6. Slab on grade construction is called out on plans.
<br /> - � ° ° DOWELS TO MATCH AND LAP Coordinate slab on grade construction with sheet S5.01.
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<br /> - - - a � � `� ° ° ` � 1' - 6" BEND ALTERNATE � ` ° - -�� _ _ - VERTICAL WALL REINFORCING. s�P�' 3�8� �
<br /> , � _��"'o- : � -: � ¢ -, - - WAYS INTO FOOTING e aa� - ' : � ALTERNATE DIRECTION OF HOOK 7. Coordinate top of footing and top of slab elevations with F � \ ``
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<br /> a < r ° �Qa , _ � �,c URAL EN aQ'
<br /> 'I � �` � =�a: _ . " _ -� . �, MIN. WITH 90° - �° - - : --d � . foundation plans. ss�oNA� ENG
<br /> , - - 4 . = 9a a. 03-29-1
<br /> ' - � - - STANDARD HOOK EXP.01/07/202
<br /> ' NOTES: � � 8. Concrete columns are called out on plans and coordinated in the
<br /> 2' - 9" CONT. 90° DEGREE STD 1. For attachment of concrete wall to bottom of deck see `� 6 ' U SCII@C�UIe SIIOWCI 011 S4.O2. COPYRIGHT CO2005, ALLRIGHTSRESERVED
<br /> HOOK ALTERNATE � s�o��`
<br /> DIRECTION 2. For additional reinforcing requirements see concrete notes�on S0.04 CONCRETE FOOTING 9. Sub-grade material below slabs and footings shall be SUBMITTAL/REVISIONS
<br /> NOTE: constructed as indicated by geo-tech report. Coordinate vapor # DATE DESCRIPTION
<br /> 1 . For location of retaining wall, See ����� draW�ngs. TH ICKEN ED SLAB AT NON-BEARI NG barrier placement below slab with arch and geo-tech report. � 03128/18 ADDENDA#1
<br /> SHORT RETAIN ING WALL � CONCRETE WALL 2 CONCRETE WALL AT FOOTING 3 10. Contractorto coordinate e�eriorfinish grade with architeet and civil.
<br /> „ _ , „ „ _ , „ „ _ , „ 11. All rebar to maintain clear distances per concrete notes on
<br /> 3/4 - 1 -0 3/4 - 1 -0 1 - 1 -0 sheet S0.04 unless noted otherwise.
<br /> 12. All concrete cold joints are to be roughened and cleaned to
<br /> 1/4" amplitude, uno.
<br /> CONCRETE
<br /> SLAB ON GRADE 13. All hooked dowels are shown with 90° std. hook, see 5/S5.03 . uno.
<br /> CONCRETE SLAB, "°a� ` - - CONCRETE WALL �- � - � °X==�` ° =4a�-; `° X-
<br /> FOR ADDITIONAL � ; - - 14. All rebar shall maintain tension lap splice, see 3/S5.03 .
<br /> INFORMATION, =.a�. ' .' CONCRETE a I I I I � � ( I �-I � � � � COORDINATE WITH 15. All dowels shall maintain development lengths, see 1 /S5.03 .
<br /> SEE �o : SLAB ON GRADE -� 2„ a, , ' TOWER CRANE
<br /> ' MANUFACTURER 16. Concrete stren gths are provided in notes on sheet S0.04.
<br /> s�.o2; - CONCRETE SLAB X 2 4�� \ C E N T E R L I N E
<br /> � a � ON GRADE #5� x24" CONTINUOUS ;o ..a� OF FOOTING __ TOWER FOUNDATION ��
<br /> WATER STOP � 17. All exposed concrete edges shall have a 3/4 chamfer, typ., uno.
<br /> ANCHORS TO BE SUPPLIED
<br /> w '�. . � - - � � - - AT 24" OC. - AND DESIGNED BY CRANE
<br /> � a, 4 ° � . - _- - �° , � BY OTHERS �
<br /> w .p � � : -.�� � - ; a a � 18. Provide 3" minimum concrete cover between surrounding soil and
<br /> - - - Xa;� _ X - _ - - MANUFACTURER, TYP. all embedded steel including, base plates, anchor bolts,
<br /> a: ° ae - -
<br /> - a � - headed anchors, columns, etc., uno. '
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<br /> � d °O � TOP BARS �
<br /> - I-� I I�I i I I i ! I I I I I I - 19. All stem wall and footing reinforcing is to be continued thru
<br /> LAB _ �tid< a ° a CONCRETE WALL a i d i Q columns and footings, uno. '�
<br /> ON GRADE ° _ _ 6 CONCRETE . - b °a � - p >- " � - �
<br /> _ a . , :. a .e . � n MIDDEL
<br /> WALL WITH #5 AT � . � � ' a . ._ ' � _3� _ p�� a .a" , a _g� ° :� � _° ':� � : e` a tr '.� � ��. ' ` UPPE 20. For structural bearing wall construction, see plans.
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<br /> •-------- -----------------------• „ �. a -� n. = =� _ � i : p BARS Coordinate location with lans and architectural
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<br /> 16 OC. EACH WAY, � �- W ° �
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<br /> i ° i - _ � _ TYP., � ° : a �
<br /> i i WITH VERTICAL � - a - a � � �
<br /> ' X X , - °� a °- _x:� �. � ' ' -., - - w M - a • = ° - °" � ° � ° = ' ° _ ° e-'- ° - 21. For all interior and exterior wall finishes, see architectural. +-'
<br /> , _ - . - d_ a �� , a i BARS CENTERED - �o `a _ y - - 4 r_ � . ` � d _ _, ,�° - . �. ,,�x
<br /> i _ - i IN WALL - .� i� - Y z - � � °. _ �� _ e - - �"�e _ d -a 4 . - �� - _ $ ° a: W �
<br /> U °��� ��� 22. Coordinate all water proofing measures with architect.
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<br /> ; �4 ; DOWELS TO _ , DOWELS TO = a - 8 aa�_ .�- . - o u- _ � _ _ ; - a -Q .-
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<br /> , ° i � MATCH AND _ . . ,8.-`. � . d .
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<br /> , ,� < , MATCH AND ° � - � � � � "' � a � LOWER MIDDEL � z
<br /> � - � CONCRETE - 2" LAP VERTICAL z w °_ ._ _ . . Q i: � o-i_,a a - > � .r� _I4 a °. _
<br /> � i LAP VERTICAL _ � - � 1 _ _a 'I� - a : - ..� ` � ° ° �,- . b ° . , . .a � a-a . '� 0
<br /> FOOTING REINFORCING � a ° a i' . i - a- i r , _ a BARS � �.
<br /> i _ i REINFORCING - p - � a .�`° °- _ _ ;�°- " �a. °a. , _� .1: .
<br /> � � ALT. DIRECTiON 0 - _ � •=°.� � 4 i_� .. a. `�d � �a4.: ,. - CC� C�
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<br /> � -_ -a i 6 CONCRETE SLAB - _ - _ U a° - �a . TO BE SUPPLIED AND
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<br /> i ° °-. - � .- i WITH #5 AT 8" OC. - - . . a a_ - _ _ - M ��• �: - �., a . a a , .��a � ... ° � - DESIGNED BY TOWER
<br /> i � � i EACH WAY -I I I I I I I I I I I I � � � - - - ��- ae: _ - � - - a . a aaa - - = CRANE MANUFACTURER � Q
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<br /> BY OTHERS _ - FOOTING 3- 1 - 2 3- 1 - 2 BOTTOM BARS � �
<br /> ss.oi � NOTE: 2 I I I- SPACES VERIFY SPACES VERIFY � � �
<br /> 1. Contractor shall shore wall until structural EQ EQ � � W
<br /> concrete slab achives design strength. � �
<br /> SEE PLAN ° W
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<br /> SLAB ON GRADE AND STRUCTURAL �
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<br /> � SLAB AT WALL 4 CONTAINMENT WALL AT SUMP 5 TOWER CRANE FOOTING 6
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