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S-206 - OFFICE - ROOF FRAMING PLAN
( 8.5 �� '�, H' B', p O � � � �i � �G� F.7' F'. � 6.5 � �. � s' ' - EDGEOF � � CONC. SLAB, TVP. ��� � � _____. , _ >,. a - o" _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ � tl 4 �- 9(3.3)3@325(9]Sln) _ f � ti ti I ryae I 0� �� 6 ` � - ___ .=71i„ _________ _____ _________ _ � _ _ _ . . _ . "' o � P _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - - _ . _ _ _ _esitl i tl 9�3,3)"4@325C13_OOIn) § � u � ._-- - - - - � - - - - - - - � f o 69(3.3)"4�3 25(13.00in) ` I� � 8(3.3E9@325(29 251n) p��� 0�9(3.3)-4�325(13DOIn) i I Q ^A , ...3 � � � �� � &312 12(3.3)-6@325(19501n) ' � °�o ..-.__ � 9 �..5602' �I,. --_ ____- _--__ � � � . 12(3,3)-6@325(1950in) � - �� � .�'p ° �� d 12(3,31-9@325(29251n1 _ _ _ _ _- __ - _- T. �� . - _ _ - _ �. I P�� i `� 12(3.3)-s@325(2s25in) � - - - - y ' �� � � -_ > .� � .�1213.3)"9�32512925in) �� Y � ) � . � _ _ _) _ � 1 � � I� � . . , , � ���' % 123,3-9 32629261n 1B o w V � . -_ _ _ _ _ o d tO �� . o __ _ v 1 � . tl -_'__ _____ _,..VY.a _____.._ + COWMN,TYP. .V ' 3.... 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' � 84"x84"x14'• DROPCAP �. 3.�-�... � � :� �� 9(3,3)3�325(9]51n) I I I ��� ^, €��Y12(3.3)-4�325(13DOIn) I � 10" CONCRETE WALL BELOW 1 i I � ''...5312/ I � ....._..� I .B €� 9(3.31-4@325(13DOIrtj� O ' \ � � A, g� 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 8 7.9 ' =RAMING PLAN �� 84"x84"x14'• DROPCAP 5 ����� ��1��12(3.�-4�3?5(13DOInl _ � I � � � - - - - J ' 5312 ' II \ � � I �9. 0.. ;_� �7.9 7 �� (6.71 1 6; 24" DIA. ROUND COLUMN, TVP I 5' III I �. �4� 3) �I �':� 1.2,� �r 1' ROOF FRAMING PLAN NOTES O INDICATES NOTE REFERENCED IN PLAN 1. SEEGENERALSTRUCTURALNOTES(5-100)ANDTVPICAL FRAMING DETAILS (5-601) FOR ADDITIONAL INFORMATION. 2. REFERTOARCHITECTURALPLANSFORDIMENSIONSAND ELEVATIONS NOT SHOW N ON THIS PLAN. 3. SEE MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR SLAB PENETRATIONS NOT SHOW N. 4. MILD REINFORCING LAVOUTSHALL BE PER MILD REINFORCING PLAN. 5. POST-TENSIONINGTENDONLAYOUTSHALLBEPERPOST- TENSION PLAN. 6. STRUCTURHL SLAB THICKNESS AND TOP OF SLAB ELEVATIONS ARE SHOWN ON THE PLAN. ]. COLUMN OR WALL OVER-POURS SHALL NOT BE GREATHER THAN 1/2-INCH MAXIMUM. REMOVEANV EXCESSIVE COLUMN OR WALL OVER-POURS PRIOR TO PLACWG RE W FORCING BARS AND SLAB TENDONS. B ADDITIONAL SHAFTS MAV BE LOCATED AFTER THE SLAB HAS BEEN POURED IF APPROVED BV THE STRUCTURAL ENGINEER OF RECORD AND COORDINATED W ITH THE GENERALCONTRACTOR. 9 ��� _ INDICATESCHANGEINSTRUCTURALSLAB ELEVATION 10 12(3,3)-5�325(16251N) INDCATESSTUDRAIL CALLOUT � RAILLENGTH,"L" SPACING,"S" # OF SPACES # OF RAILS IN X,V DIRECTION - TOTAL#OFRAILSATCOLUMN 11. T.C. INDICATESTRANSFERCOLUMNCONDITION. �2 CONTRHCTOR SHALL COORDINATE W ITH ELEVATOR MANUFACTURER FOR LOCATION OF HOIST BEAM. 13. FOR BEAM RE W FORCING, REFER TO BEAM SCHEDULE. 14. WHEREFLOOR-TO-FLOORHEIGHTISGREATERTHANTHE DISTANCEALLOWED FOR STANDARD ELEVATOR GUIDE RAIL SPANS, THE CONTRACTORIELEVATORSUPPLIER SHALL FURNISH HEAVIER RAILS OR REWFORCED RAILS DESIGNED TO SPAN FROM FLOOR-TO-FLOOR WITHOUT WTERMEDIATE STRUCTURALSUPPORT 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 3� 7 633 4040 Structural Engmeer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317-324-6024 Mechanical / Electrical Engineer Heapy Engineering 3850 Priority Way 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 SEAL�DATE SHEETISSUE 1 Issued for C O6/21/19 r�, RAT I O mmwuwrrvmcerxsrawrccruaurrvo�narvccnrvacu��rvasa �nrvcorvro�nce rvosnnueeusrnorv�rauasunrv..omewer��r�u.wmen.o�wcnnEcrs. rvc rvoomra saeurr�uvx6��en�en �uumorvruraFrunFwnxou*aaioawai..Frvwrvs�rv.o�auio PROJECT NO. 18087.001 SHEET TITLE OFFICE - ROOF FRAMING PLAN SHEETNUMBER S-206