Loading...
HomeMy WebLinkAboutS-202 - OFFICE - SECOND FLOOR FRAMING PLAN18.5 �J 6.5 I � � ' - � � �� ;8 � � ; ;��� ���� �� ,a�_,,,,8� --�; ,._o. � � I 15-0 M1IS" _ _ _ _ _ _ _ _ _ _ r� - '� A5-602 J' ' _ _ _ _ _ - _ _ _ �i� - I i , � ` �o• ~ _ _ _ . _ _ _ _ _ . - _ o, _ , ' ♦ T.0 ^ ; � _ _ - _ . _ _ �b m r �� ' . CLPOURSTRIP .^', /� . . - n _ - - - - ' } , .. , _ _ ..' =_a �i� ' �}913.3)'S@3.50111.SOin) _ _ - - - _ - _ _ . j„ `9�3.3)"5@3.50�1]501n) � _ _ _ _ . . _ _ _ - / . � _ _ _ ,�ca � '� ^ �'I i 4 _ _ _ _ '- _ . � � O, � _ . _ � t . � � ��� . - - � � � 9(3.3}S�ro3b0(1]bOm) � � - � - � 18" SLAB BAND . p '. � � _ _ - --- ----- � � �.. soFFirsreP- �>'-' �, -S;____ ._____ _a _ -_.____ p .i.i i � . - _ _ _ l y9 '. � . d� � _ _ _ _ _ _ _.-� ___ _ , � , _ _ __ H - , , , !- -- _ � / i ��,�6 _ � .�i� i i I i _ i �� � + . i , � � i i , � O. �i. � � �i � . � I ��i '... S 502 . I� . 3'-0"WIDE ' il i 1 q•_6, 8 .__�*. " .� - _ - _ � � � � � � �• 3� W r , i. � 5311 ; . �_ : , POURSTRIP V I N � � ,� O � _ 0'y �o. i �I 'i d � o � � - _ _ - _m -. � O � � ' ��.-- `-- -9(3:3J3�Z00(21OOm) j 12(3,3) 5@3�50(1].SOin) _ _ - � - - -- - y �� '`�` //' � I,f '' _ � ^ �,� � ���� . �� ��. " � ° .}12(3.3)-6@3.50(21 OOin)_._ _ _ _ _"_ s � _' � .'12(3.3}]@3.50(24.50in) - - - -\ � � � c.'�i�. � � . . � � 12(3.3)"3��00(21.00In) � I B 12(3.3)5�350(1�SOm ._� i _ _ _-_ _T - _ - � ___ � m � � � �� � �' � �� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ "`�� �� �i . i � � 3, �, �� � COLUMN,�T P. 3.3}5�3.50(1]b01n) I T.G � ( a , _ � , _ � � � � � �s°y�� �o._o. s._o. � ,� � �io _�'-,��.., ���s�o�: _ I II � � s soz o l _ A �� � � F.� �� � ��� �� �o' ����� ����y�I 9"PTCONCFETESLAB�� � �� ����� � z �. M o r i� �� � �� FUTUREKNOCKOUT � " � 1 � _ __ _ 5.412 � 1�-�� � i� I . � � � � �..- . '. � � � � � , ' ' 9(3.3)3@1.00(21.00in) I X i � i . I , � i -____ � ,- �-� I � � . 24"DIA.CONG �'� 1 .I / � T/SLAB I /L- 1 - � i 116'-0" 8 � il4" � fA' \ , H554X4X1/4N H554X4X1iA � COLUMN.iYP. '� � �� 17-6119" �I� � � S 01 , ^' q . ' , ' � �{I � 2 ��' ' �� FUTUREKNOCKOUT � ' � I ' � - p �. `5-603.� � ... � 3 � , II 5-312�.., '. �� 4 , . .. _ _ ._ _ _ _ _ � . ..._.. 1 -.. ..�. .... .. .. . .. �� 1213. __- 3)-5p 3.50(1].SOin) F ' ' O W . I � 1 � y ry � � 1213.3)8@350121 OOin) _- _ ` I __ ..�}'_" -� _ � , �� ,. - - �� � � : - - - T .. .I o � a 12(3.3)E@350(21DOIn) __ _ _-_ �--- {' I,..._._ 5312; __: 1 3,3}5�350(1]SOIn) ' _ . - 121a.a}B�a60121 OOin) . _. . - _ .. �-_-.-_- 7 _ __ ._-�� ____ . _ __ ._v.�V __ ___- i � y i _ B I � S 602 . ,� i : i - I_-_ __-_ � ,.� . - ' _ _ _ . _ . _ - i � . � I � ' _ _ F.3 - _ . . i i x c° �i - - � STEP - . _. � � I i i � ➢ $�FF�T \ '4 . o i ' �� ._. i, I m O, M , . 16 .. .�... . . , � i � 30 -0" _ _ _ _ _•-� S 2 � i I i. �, A. � . __ ______-__ . , i. �r' �______ i w ` -�-,� _... , I� . � � i 11 i. � � - - . __ _- _. - _ _ _ _ 16" SLAB BAND � i � � � _ . �"' �a _ �I I� / l ' _ _ - � _ . _ _ _ . . - ♦ - . - _ i 5-602 � � - 9 y _ - _ - _ - _ � iP N `w O_ _ �, µSS14X6X9� - . - - . m � _ i S 602 . � g 2 " O �- . . �I � ' '_� Hb'5`Q86X112 ,� 4� .3 _g - _ _ _VyM18X36 _ _ _ _ -.-_ � _ _'_ _ _ _ _ _ � � i6 SLAB BAND E 4 o IN x 1 � � � ..., .,. .. . .__ � o '� o �8%10 m � � Xmn � �' .... xWBXM1 m . I N J o o � I ` 5 60� 'I ._ � �� � � l � 1 �� ',� ....__.-� i � W16X36 �� W16X3I' I1X36 x G x � x _ _ _ _ _ _ _ _ _ _ _ _ _ . 12(3.3)-5Q3b0(1]b01n) 123,3 ] 35024.501n ___ 3� @�f3,3)8�350 Oln) -�^ w ( � � ( ) / � s-soz II II � E 5; � ��_ � � � i � � - ' � - �� �,H558.625x�.25P�5T W,6 � i i � POST ....� ..... TETE SLAB ' � � :' � 5-604 ' � ', 'i w 1 � HSS8625X025 � 9" PT CONC I2 � �.,� � . . � . ., , / 12 � � i S 604 � � � .� . _.���� ��� � 5 602 � T/STEEL ELEVATION AT CANOPV 114 8" I . . � 9'-]98" 6'-83/4" � ' I� . � r' �' � � 3'-0"WIDE ' . I . � �. �', POURSTRIP ' � w 65PA.ATS•-0"=29'-�1�18" _ � . . _ ' � . 118" __ ________ __ __ � . . . ' � A.ATS-0"=30' 0 __ __-__ __ 30•-�• __-__ _ � 6 5P e. L.________________ _____-__-_-__-___ i I�I '�o �r� �x °' ' � I '� l2'-Y314" 30' o" y =o ��� -yL______________________ i o i c D '� � � ��_� � - � � � ! �I � -----� _.. �- _ : ' .... � � 9(3,3}4@3.50(14DOIn) � � � 12(3,3)-8�3.50�2100in) �. 12(3,3}]�350(24.501n) � (33)6�3.50�21.00in) i i I �. - ��.. SOFFlTSTEP . . . � � ' � T/SLAB , , � i i , � 116'-0" . I II �� � - SOFFlTSTEP , - HANDRAIL, i . . BV ARCH. I I ' I `' i -�. "�� --'-1------_--- i �I ��I ��i � ����- �� ' .�9(3.3}5@3.50(1]501n) �(3.3}4@350(1400in) S�� - � - - - - - �- - - -O p ' ' 10'-0" 6'-0" BMS � '� I r' "�' � '� `.. �I 36 X 11 ' I li � ` -_ � _ ..... _y. 3, � i x� i �i �i , r-� �-__ y .. - , ' a �� i i � � 5 603:' � i ' o � �� Tl1REKNOGKOl1T � �8-312 � �i � i I � � 3 �...�_- .-_-.-.-_- ...- � T'SfiAo ..... ' ,I II _ r� 2..,....., 1'-6"... . � i i i 6 � S 312 % y`jf 'i i I 53101 BM6 , I I, I .. 1 „ �: - 36X1] i . � � oY� � B � , � �. � �o I � '� �'� �. . u .�.. } � � ) � 5603� r� -.- � �... � ._ i i i �- �-- c�- 93,35 3501]SOin x � \ I � . °� m SOFFIT STEP _ TISLAB / i" I � o � y 116•1" m y' n. I I � , ' �, , m i � o. � � . � % � i � � ' 3.50� q i � Mi 30 � -- 'I--- -i ____ � : . � � ' 30'"0" _ _ _ _�-. _ _ _ _ _ _ �� i � � 9(3,3)-8�3.50(21.00In) � � � � �� ' 30•-�• _ - _ _ - _ - _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 10.50`_-- 3.50° - - - - ~__________________ -----� _ i i i 3.50�--�_ -L - - - ----- -I � 24'-9" 3'-0" �� 20'-0" 3'-0" 24'-9" 126'-9" . ....� 9 3 � � � 9; 8 7.9; 7.1 7 (6.7, 6, 5 -4 1 3 �1.2 2..I � RELEASED FOR CONSTRl1CTI0N Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes CityofCarmel ID FLOOR FRAMING PLAN ��� �,«r�,,,�� � onrE: 09/19/19 ��. SECOND FLOOR FRAMING PLAN NOTES Q INDICATES NOTE REFERENCED IN PLAN 1. SEEGENERALSTRUCTURALNOTES(5400)ANDTVPICAL FRAMING DETAILS (5-601) FOR ADDITIONAL INFORMATION. 2 REFERTOARCHITECTURALPLANSFORDIMENSIONSAND ELEVATIONS NOT SHOWN ON THIS PLAN. 3. SEE MECHANICAL, ELECTRICALAND PLUMBING PLANS FOR SLAB PENETRATIONS NOT SHOW N. 4. MILDREINFORQNGLAVOUTSHALLBEPERMILD REINFORCMG PLAN. 5. POST-TENSIONING TENDON LAVOl1T SHALL BE PER POST- TENSION PLAN. 6. STRl1CTl1RALSLABTHICKNESSANDTOPOFSLAB ELEVATIONS ARE SHOWN ON THE PLAN. ]. COWMNORWALLOVER-POl1RSSHALLNOTBEGREATER THAN 1/21NCH MAXIMUM. REMOVEANV EXCESSIVE COLUMN OR WALL OVER-POURS PRIOR TO PLAQNG REIN FORCING BARS AND SLAB TENDONS. 8. ADDITIONAL SHAFTS MAY BE LOCATED AFTER THE SLAB HAS BEEN POURED IF APPROVED BV THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED WITH THE GENERHLCONTRACTOR. 9. --� INDICATESCHANGEINSTRUCTURALSLAB ELEVATION 10. 12(3,3) - 5 Q 325 (16251N) INDCATES STUD RAIL CALLOUT - RAILLENGTH,"L" . SPACING,"S" k OF SPACES . # OF RAILS IN X V DIRECTION . TOTAL#OFRAILSATCOWMN 11. T.C. INDICATESTRANSFERCOLUMNCONDITION. 12. WHERE FLOOR-TO-FLOOR HEIGHT IS GREATER THAN THE DISTANCE ALLOWED FOR STANDARD ELEVATOR GUIDE RAIL SPANS, THE CONTRACTORIELEVATORSl1PPLIER SHALL FURNISH HEAVIER RAILS OR REINFORCED RAILS DESIGNED TO SPAN FROM FLOOR-TO-FLOOR W ITHOUT INTERM EDIATE STRl1CTl1RAL SUPPORT 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 317-633-4040 StructuralEngineer CE Solutions, Inc. 10 Shoshone Drrve Carmel IN 46032 317 324 6024 Mechamcal / Electncal Engmeer Heapy Engineering 3850 Priority W ay S. Dr #204 Indianapolis, IN 46240 317-571-8795 Civil Engineer Civil & Environmental Consultants, Inc. 530 East Ohio Street G Indianapolis, IN 46204 371-655-7777 SFAL � DATE O6/21/19 SHEETISSUE 1 Issued for C r�, RAT I O mwa�rnorcerxsraa�rccruaurno�nanccnnaca,��vnasa �nnconro�nce rvoswnueeusrnorv�rauasunrv..o*xewar� r�u.w.xan.ou+wmrcrs, rvc rvoo*xrx usc ossE+w.ory oa ma�u+*ory ur ae uoEunxou* aa oaua**�u corvsF+i* a a+*o spenFicwuraeseauee. PROJECT NO. 18087.001 SHEET TITLE OFFICE - SECOND FLOOR FRAMING PLAN SHEETNUMBER S-202