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HomeMy WebLinkAboutS-503G - GARAGE -POST-TENSION AND MILD REINFORCED BEAM SCHEDULESie���:�.����d��;���r���ena��in; Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes City of Carmel �� `��¢m�' lamn�Ml1 � POST-TENSIONED CONCRETE BEAM SCHEDULE S2E QN) VERTICALTENDON LONGITUDINAL BEAM BEAM PRESTRESSING LOCATION QN) REINFORCEMENT STIRRUPS NOTES MARK T1'PE yvIDTHxDEPTH FORCE(KIPS) A B C CONT. ADDITIONAL TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB01 SINGLE 18x36 45G 251 4 . ��)#8 (2�#8 - - EA.END #4 S2 (1)Q4",(5)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" (4) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB02 MULTI- 18x36 401 251 q 82 (3)#8 (2�#8 (2�#8 - EA.END #4 S2 (1)Q4",(6)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" (4) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (6)#8 - - - EA.END #4 S2 (1)@6" PB03 SINGLE 36x36 908 226 4 - SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 1Y (5) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING UPTURNEDBEAM WITH #4 SIDE BARS (2) #8 - (1 �#8 - EA. END #4 Si (1)@6" qT 10" OL., EACH PB04 MULTI- 14x41 240 15� 14.5 33 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si �p^ FACE �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (5)#8 - - - EA.END #4 Si (1)Q4",(4)QS" PBOS MULTL 22x36 3�4 23.1 18 26 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING UPTURNEDBEAM W ITH #4 SIDE BARS (2) #8 - - - EA. END #4 Si (1)@6" qT 10" OL., EACH PBO6 MULTI- 14x41 240 15� 14 34 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si �p^ FACE �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING UPTURNEDBEAM W ITH #4 SIDE BARS (2) #8 - - - EA. END #4 Si (1)@6" qT 10" OL., EACH PBO� MULTI- 14x41 240 15� 6 34 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si �p^ FACE �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (6)#8 - - - EA.END #4 S2 (1)@6" PBOB SINGLE 36x36 BSG 226 4 - SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 1Y (5) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING UPTURNEDBEAM WITH #4 SIDE BARS (2) #8 - (1 �#8 - EA. END #4 Si (1)@6" qT 10" OL., EACH PB09 MULTI- 14x41 240 15� 6 33 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si �p^ FACE �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING UPTURNEDBEAM WITH #4 SIDE BARS (2) #8 - - - EA. END #4 Si (1)@6" qT 10" OL., EACH PB10 SINGLE 14x41 34] 15� 6 - SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si �p^ FACE �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB11 SINGLE 18x36 534 251 4 . ��)#8 (2�#8 - - EA.END #4 S2 (1)Q4",(8)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (4)#8 - - - EA.END #4 Si (1)Q4",(8)�8" PB12 MULTI- 18x36 50� 243 4 32 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (4)#8 - - - EA.END #4 S2 (1)Q4",(8)�8" PB13 MULTI- 18x36 50� 25.1 ] 32 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING VERTICALTENDON LOCATION = 23]" PB14 SINGLE 22e36 534 SEE 4 . ��)#8 (3�#8 - - EA.END #4 S2 (1)Q4",(5)QS" qTWESTENDOF SPAN NOTE BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 �6" BEAMAND24.3"AT EAST END OF BEAM �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (4)#8 - - - EA.END #4 S2 (1)Q4",(4)�8" PB15 MULTI- 18x36 34] 25.1 1] 32 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB16 MULTI- 18x36 34] 251 4 82 ��)#8 (2�#8 (2�#8 - EA.END #4 S2 (1)Q4",(4)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (4)#8 - - - EA.END #4 S2 (1)Q4",(4)�8" PB1] MULTI- 18x36 42] 25.1 19 32 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (4)#8 - - - EA.END #4 S2 (1)Q4",(4)�8" PB18 MULTI- 18x36 42] 25.1 4 32 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (5)#8 - - - EA.END #4 S2 (1)Q4",(4)QS" PB19 MULTI- 22x36 3�4 243 10 26 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" �3) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB20 SINGLE 18x36 481 251 4 . ��)#8 (2�#8 - - EA.END #4 S2 (1)Q4",(5)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" (4) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING (5)#8 - - - EA.END #4 S2 (1)Q4",(6)QS" PB21 MULTI- 18x36 401 25.1 4 32 SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" (4) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB22 SINGLE 18x36 534 251 4 . ��)#8 (2�#8 - - EA.END #4 S2 (1)Q4",(5)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 i6" (4) #8 _ _ _ " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TYPE SPACING PB23 SINGLE 18x36 26� �_0 q _ (3)#8 - - - EA.END #4 Si (1)@8" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 Si i6" �3) #8 _ _ _ " " " MILD REINFORCED CONCRETE BEAM SCHEDULE SRE (IN) LONGITUDINAL BEAM BEAM REINFORCEMENT MARK TVPE STIRRUPS NOTES WIDTHxDEPTH CONT. ADDITIONAL TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MB01 SMGLE iex20 (3)#9 - - - EA.END #4 S2 (1)Q4" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 8" (4) #9 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MB02 SMGLE 24x24 (4�#8 - - - EA.END #4 S1 (1)QS" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 10" (4) #8 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MB03 SMGLE iex20 (3)#8 - - - EA.END #4 S1 (1)Q3.5" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 7" (3) #8 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING UPTURNEDBEAM (4) #9 - - - EA. END #4 S1 (1)Q6" WITH #4 SIDE BARS MB04 MULTI- 10x41 AT 10" O.C., EACH SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 12" FACE INSTALL LONG. TOP & BOTT. (4) #9 - - - - - - BARS M 2 LAVERS. TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MB06 3MGLE 12x20 (3)#8 - - - EA.END #4 fl1 (1)Q4" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 8" (3) #8 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING UPTURNEDBEAM (4) #8 - - - EA. END #4 S1 (1)Q6" WITH #4 SIDE BARS MBO6 MULTI- 10x41 AT 10" O.C., EACH SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 12" FACE INSTALL LONG. TOP & BOTT. (4) #8 - - - - - - BARS M 2 LAVERS. TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING UPTURNEDBEAM (2) #9 - - - EA. END #4 S1 (1)Q6" WITH #4 SIDE BARS MBO� MULTI- 10x41 AT 10" O.C., EACH SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 12" FACE (2) #9 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MBOB SMGLE iex23 (3)#8 - - - EA.END #4 S1 (1)Q4" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 8" (3) #8 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MB09 SMGLE 20x9 (2�#8 - - - EA.END #4 S2 (1)Q1.5" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S2 3" (4) #8 " " " " " " TOP ATENDS ATSUPPORTS - LOCATION SIZE TVPE SPACING MB10 SMGLE iex20 (3)#9 - - - EA.END #4 S1 (1)Q4" SPAN BOTTOM ATENDS ATSUPPORTS CENTER BALANCE #4 S1 8" (4) #9 " " " " " " 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 Structural Engineer CE Solutions, Inc. 10 Shoshone Drive Carmel, IN 46032 317-324-6024 Mechanical / Electrical Engineer 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 SEAL � DATE 06/21/19 F•`ZNEW._A:.;NG 'p1 .�ds`EHF; �r:'P o . PEtt500pCT ?.i lT�1tOF SHEETISSUE 1 IssuedfarCansiructian 06121/19 r�, RAT I O mrvw�rnoricerxieraaureauaurno�nainecwnaca,�winaiearveninconrio�nce eoorv�r auasunrv..o *xeweeen�erv.wi.x en.io �wcxnecrs. irvu rvo o*xee usF, oissuuwnory oa ruauc+nory rur eFruoFwnxou* aaioawai..vu wrvsvu* o� a+no weciFiuurxesexeee. PROJECT NO. 18087.001 SHEET TITLE GARAGE- POST-TENSION AND MILD REINFORCED BEAM SCHEDULES SHEETNUMBER S-503G onrE: 09/19/19