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HomeMy WebLinkAboutS-201 - OFFICE - FOUNDATION _ SLAB-ON-GROUND PLANi 8.5 . 3 5�� �� ��� H��- ��---- G; F_7 M ,F. F.3 �- � _ ___ ...��� _ _ __. __ -__ _ I I � ''. � _ _ _ _ _ _ _ . _ . _ Z I ... L i. I "" � PLACE SLAB CO 4 . 6- - - � � •""__ �� � L-�_ �, �i � � . �I �� � ..._ DOOR _ _ L -' ♦ � �5302 o i � � � � � ' ' TS1.5 � � WF2 " I I NTROL �9v2 `�r Fg � gg �� JOINTS AT 12'-0' O.C. MAX. �� � � , /� _..I _ • � SEE NOTE iT', II , � �� � �- -� ��� �� � � , F10(9]'-0) � � � � � �I � ': ��� ���i.�m -•"'"""., C ) �. F11 C96' 0 ) Y _ 30"STAIRTOWER ��-�I � � ��3 . / X � � � / ' - - F12 99• 0•' � . FS F115-�. / �/� 9 ��/ ' \� I I I��ilu� -_-_- � '__-�.-F12199•_�•) `r- �---� � . :�� BASESLAB I I I{ . . . . _ . /' 1 r- - v L - __ _ J F11 99• 0" I I / _ _ _ - _- p _ - - L � _ - -�_ . � O SEENOTE �` IIf , i � 2 O i L ' � I I r _ . - _��- __ � �I ILWF2 � � � ��.�^ � � '�],TVP � _____ . 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'�I ___ . _ _ I , I N � . � E.� ' �� �� � � � � /� � �� �� HSS8625X025POST� AT F9 '• � � g._3„ F9 � �i __ '. _� 3�•-�• _- - , _____ 80•-�•____________�1 �� _ J I I �� I I DOOR 302� L- J L- J_- / Pi.aar99-4) / aso° � �; . /'., �------------ ----- 'r - � �-F4 �______________________ -__ 3�' - --_-�� I � � P133(99• 4•,) D'. / ^ ,! li B� ,A� I ili I I � ;� �� � F9- I 'I I �- , I � � � '� � '� TYP � � , � S� � i � I I, F9- I 'I' - � � � I O I I I - J I Ili II I 1 AT .'S� _ I. _; � '_ DOOR r-11IY��i�, I � '� I I F9- I 'I - 1 � � I � I I - J ��ti ^O \ ^p' � � 6.5 i RISQ� � � \ .._ _ _ _ _ . - _ F10 T1P. F9 � _ � F8.5- _ _ _ _ - , \ _ � i - _ _ _ _ _ _ _ _ _ _ _ - _ _ � . � l , 3302 F8 WF2 -- _ __ __ _ � �_ � ' Fa- � - -�- - - - - - - ----- --- --- --__- -_- - :-_..----� _ .. � � \�.\ �a F,� ---- _- ----- -- -- _ -- ==- =_�_- -a I � J L '''I__ � ,�ti \�,\ r - - - � I � - ;° 'l I -_-__-__ --_ _ _ _-___i -_- i -T- �A.1 . n J � \ ---- - � i � l--',-J ��� � QT �� 1a � , SEENOTE- I _ -- � -- ' i F10.5(95-0") J -_ T51.5_ � ,trvP.----------------1,_ _ - ----- --- I IL---- J F==-=-� �--------,, �---� '� ���� F 5 _ � . = r -, vz•� - .. _ _ _ - - - � 30" ELEVATOR ! I . _ -_-_ _. _ - _ -: �02' PITSLAB - �; I �... I . - I F12(99• 0•') - � � y � � - , I 6, - N� I ; � q TVP q �I I 9, � � I \\ F11 (99'-0") � - � �I � 5302/_ - .... I � r SEE NOTE � �O _ �� I 17TYP �i . - yll TSiS JU � __�JI � � � . I I L - _ �2 -� i m � . � � __--__� i.00" _ � ///�/ I ��. I r___ `___-__- __ _ .�_ .NI �� - + . � � �� - - � /i / ... �� � �- ; -1 � q, ��� ' � /, / I • �� � I � /i � ________ �, ; � Hssa.ersxossPosr 5 1 ; 4 3 2' 1.2 ' 1' �� : ; �� ' t I , � � . e'- + vr - . I I F12(99• 0"}.. F12(99•_0•') ', �g MARK WIDTH � � � - -, _ - � F4 4• �• I I I ' I r I F4.5 4• 6•' I I I F5 5 0' . .._"I.. � _' I' '__' __' _'_" I_' � I '_'_"' I � O' I FF65 6:0. I � I I � � I ; I F6.5 6'-6" I I I I F] ]o L- F�.S 76• J F8.5 8'-6' L--_-J L--�' : I I :....z........000R AT FS 8 0' 5302 F9 9'-0" � �� � � �� �� � F9.5 9•-6• � F10 10•0•' � � PLACE SLAB CONTROL �� ,�� F10.5 10'-6" JOMTS AT 12'-0" O.C. MAX. � � F11 11 -0" SEE NOTE j2 i ' II II S 302 F11.5 11 -6•' TVP. F12 1Y0' , , ; II � F6X15 6'-0" F10.5(99'-0"), F10S(99'-0"), �, II I -F10 MARK W IDTH �-__-� �-_`-� � �- WF2 20• � � � � � � i i a i i i I � F � � O� MARK W IDTH i i > i i i I I I I I I TSi 5 1'-6" L-r--J L---J L- ----�..-1------- SEENOTEI ��... � , 3i.TYP.� �y � � ' I I . � I I . ��- 1 i12•' � II . . _ . _ _ . I I I I . COLUMN: 5302. I , I I I � p��� DOOR H558625x02: � � . . I ' II i 5302 �. IL - - - - - - - - - - - - - � � . F11 M ARK CM 851ZE - 30" STAIR TOW ER � BASE SLAB � � NOTES: I �� __. I O I DETAIORCE ALL WALLS AS INDICATED IN SCHEDULE EXCEPT AS NOTES ON PLANS AND/OR - -- �---�-----+---- - _ . - _,- � , �. � � � � I I 2. PROVIDE A 1'-0" HOOK AT TOP OF ALL VERTICAL BARS. I 3'-0" MIN. ��4', o I - I 3. PROVIDE HORRONTAL JOINT REMFORCEMENTAT i6" O.C. (8" LAP), U.N.O. L J '2„ / � r--� �-- -� � � �\ , , \ -- �_ 350°< ��� - RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �� `��¢m�' lamn�Ml1 � onrE: 09/19/19 - � . ��. . � .,, � � _ � PIT SLAB r � L � � I - . . _ _ T = _ � L � I I _ _ - I - I i I � � � � I I I . I I , I , ' . ' � �1� � ...�� SEENOTE ' �- I � � N � � � o o , � Q � ��-'r-� � �� � � -Ir� _ -�- -- . : _'- � i 0 �.�_n L J I I �_ � -� I I � � � � �� - � ,,. "_. I I -___" _ � I I � � _ ___�."_-__ _ AT � -J �� � I �'�,. I "I _- �. ___�--___- _"-__-__- I I , I ' � 2 - 11��TYR L - -r - � DOOR 5-302 � _ L J p� � � � ___ _____ _ � � � !- _ L J - ..- . �\S- L--�,, --�--saoz��' �' n' .-.='== II `---- ------- -- III s-aoz� I� � L - TYP _ _ _ II I I � �., - - ' � � � � -4 ris�ne e� - - - - - - - = - � -1 L - - - --__ ��. _ - - _ _zs� s �_i��._ .. �_�t I I � , . Fss ( ss-la� ) Fe r �- - �1�� � _ _ _ - � �� _-- - - - � � - � I I� F���ee•-o) �.�-- ��- '�'�._----�-�- � "�'I.� I � �.�"� � -_-----, _ I ss o �I -7 - � � I F9 �. -- I I 30"ELEVATOF . �- T515 L � � � '�i IL- -- I ' I _ __ I' 24. _ 9. � �- - --� � �- ,--- F8 - - F9 1 5302' TYP. 3• O•� ��,.._i 20• O• �I�_ �'� � 8 7.9 ; i o i �'� � i - _. � wFz - - I�____________ 1050° 3• 0•' . 24• 9• . �,�- �I� ' � 7.1, 7 6.71 6 ' �, � � �r �ATION / SLAB-ON-GROUND PLAN 5 0" 5 6" B -�• 6 6• � �• 76• 8 �• 6 6• B �• 9 6• 10 0' 10 6' 11 0' 11 6' 120' FOUNDATION PLAN NOTES Q INDICATES NOTE REFERENCED IN PLAN 1. SEE GENERAL STRUCTURAL NOTES (5-100), TYPICAL FOUNDATION DETAILS (5301), AND TYPICAL MASONRV DETAILS (5401) FOR ADDITIONAL INFORMATION_ 2. TISLABELEVATION=+100'-0"UN.O. TIFOOTMG ELEVATION =+9T - 0" U N O. 3. SEE SITE PLAN FOR ALL FINAL GRADE ELEVATIONS. REFER TO THE CIVIL DRAW MGS FOR THE EXACT ELEVATION FOR THEFINISHFLOOR. ELEVATIONSSHOWNONTHE STRUCNRAL DRAW INGS DO NOT ESTABLISH THE EXACT ELEVATION OF THE BUILDING W ITH RESPECT TO SEA LEVEL. 4_ FX (X X) OR W FX (X X) DENOTES FOOTMG MARK AND ELEVATION, SEE FOOTMG SCHEDULES. 5. TSX (X'-X") DENOTES THICKENED SLAB MARK AND ELEVATION SEETHICKENEDSLABSCHEDULE. 6. ALL EXTERIOR FOOTINGS ARE TO BEAR A MINIMUM 3 0" BELOW FINISH GRADE. ]. ALL FOOTMGSARE CENTERED BENEATH BEARMG WALLS AND COLUMNS UNLESS NOTED OTHERWISE. 8. DENOTES FOOTING STEP W ITH `�.. T/FTG X'-X" T/FOOTMG ELEVATIONS. STEP 7 T/FTG-X'-X" FWTINGSASSHOWNANDASREpUIRED TOAVOID INTERFERENCE'S W ITH OTHER TRADES, SEE DETAIL 6/5301 9. FLOOR SLAB SHALL CONSIST OF A 4-INCH CONCRETE SLAB- ON-GROUND OVER 4-INCHES OF GOMPAGTED AGGREGATE FlLLAND A 10-MIL VAPOR RETARDER. REINFORCE SLAB W ITH SYNTHETIC FIBERSAS INDICATED IN GENERAL STRUCTURAL NOTES. 10. MAINTAINSLABTHICKNESSESATALLFLOORSLOPESAND DEPRESSIONS. Qi AT RE-ENTRANT SLAB CORNER CONDITIONS, PROVIDE (2) #4 x 4'-0" LONG AT 3-INCHES O.C. PLACED 2-INCHES CLEAR FROM CORNER, CENTERED IN SLAB, iYPICAL. Q2 SAWCUTORWETCUTCONTRACTIONJOINTSINSLABSAS SHOWNONPLANS. WETCUTSARETOBEMADEAFTER FINAL FLOATMG W H ILE CONCRETE IS STILL PLIABLE. SAW CUTS ARE TO 8E MADE AS SOON AS PRACTICAL AFTER FINAL HARD TRO W ELING BUT MUST BE COMPLETED W ITH IN 2-HOURS OF FINAL TROW ELMG. 13.GENERALCONTRACTORMAYSUBMITALTERNATE CONSTRUCTION I CONTRACTION JOINT PLAN TO ACCOMODATE CONSTRUCTION. APPROVAL IS REQUIRED ON ALTERATE PLANS PRIOR TO CONSTRUCTION. 14 ALL FLOOR SLABS SHALL CONFORM TO THE FOLLOW ING ACI F-NUMBER REpUIREMENTS: SPECIFIC OVERALL VALUE: Ff 30 / Fl 20 MINIMUM LOCAL VALUE Ff 15 / Fl 10 15 X` DENOTESMASONRVWALLTVPE SEESCHEDULE ON TH IS SH EET. 16 THE FOUNDATION SIZES SHOWN ARE BASED ON AN ALLOWABLE BEARING PRESSURE OF � 000 PSF ALL FOOTINGS SHALL BEAR ON SOIL IMPROVED BV THE INSTALLATION OFAN AGGREGATE PIER SVSTEM DESIGNED AND INSTALLED BV A SPECIALITV FOUNDATION CONTRACTOR. AGGREGATE PIERS SHALL BE INSTALLED TO SUPPORT COLUMN AN� WALL FOOTWGS ONLV. AGGREGATE PIERS ARE NOT REDUIRED TO SUPPORTTHE SLAB ON GRADE UNLESS NOTED OTHERWISE. QRECESSEDSLAB-SEEARCH.owcS. FYJ:i�ilUYQU IL` [�RYN9qQ�1�= 1 6' S #5 5 #5 1 6' ] p5 ] p5 1 9" 8 #5 8 #5 1•9•' ]-p6TOP&BOTT. ]-p6TOP&BOTT. 2'-0" 6-#�TOP&BOTT. 6-#�TOP&BOTT. �-o. �.#�TOP&BOTT �.#�TOP�BOTT 2'3" 6-keTOP&BOTT. 6-keTOP&BOTT. Y3•' ]-pBTOP&BOTT. ]-pBTOP&BOTT. 2'-6" 10-#�TOP&BOTT. 10-#�TOP&BOTT. Y6•' ]-#9TOP&BOTT. ]-#9TOP&BOTT. 2'-9" 12-#�TOP&BOTT. 12-#�TOP&BOTT. 29' 8-#9TOP&BOTT. 8-#9TOP&BOTT. 30" 9-#9TOP&BOTT. 9-#9TOP&BOTT. 30" 10-#9TOP&BOTT. 10-#9TOP&BOTT. 33" 11-#9TOP&BOTT. 11-#9TOP&BOTT. 33" 9-#10TOP&BOTT. 9-#10TOP&BOTT. 26 6 keTOP&BOTT. 16-#BTOP&BOTT. � ZP Investments, LLC Office North Illinois St Carmel, IN 46032 Owner ZP Investments, LLC 11460 N Meridian Street Carmel, IN 46032 317-705-5050 Architect RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633�040 StructuralEngineer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317 324-6024 Mechanical / Electrical Engineer Heapy Engineering 3850Priont Wa S.Dr#204 Y Y Indianapolis IN 46240 317 571 8795 Civil Engineer Civil & Environmental Consultants, Inc. 530 East Ohio Street G Indianapolis, IN 46204 371-655-7777 SEAL � DATE O6/21/19 SHEETISSUE 1 Issued for C h � � r� �� . r�, RAT I O wP��< <E� a �E���,�.rv���rv�rv���„vrv�s��rv�rvF��� Os&,�"as °oo.�°�°o�'°'."aF�F`"�R�o�7Pa°oa°�a.F���aF.o°°'."o° ��F�,LL.a�a,� ��„va��oF�P��,.��om��vsE���a. PROJECT NO. 18087.001 SHEET TITLE OFFICE - FOUNDATION / SLAB-ON-GROUND PLAN SHEETNUMBER S-201