HomeMy WebLinkAboutS-531-PCC-BEAM-DETAILS---STRUCTURAL-Rev.1�
a
O
i6'-0"
� �APPE�BRG,REFER
TO �ET 315�531
NNJF
� PCC FIELD-TOPPED DOUBLE TEE PROFILE
� 12. _ �._p�.
AFTERERECTION, —
REMOVE ALL WNTER
FROM CAVITY 8 FlLL
ENTIRE V01� W/
SILICONE SEALANT.
SET PLUG INTO
SEALANTAN�
REMOVEE%CESS.
PCC PWG TO MATCH
suRaouNomc
3" 0 MA%
AT TOP
PANDRELS 0
IGHT WALLS
A"ID MAX PT
TOP OF COL
/
PCCEMBED�E� J �
LIFTWG INSERT
LIFTING INSERT DETAIL
3" _ �'-0"
RELEA5E0 FOR CONSTRUCTION
Suhjec� �o compliance with all regula�ions
04 S�a�e antl Local Codes
City of Carmel
y" �n„� ��.�a,�,a'
onrE: 06/11 /20
STEM REWE REFER O
TO �ET 1NS531
il I
6' WIDE x 4" HIGH
BLOCKOl1T.ALIGNIN
� TOP OF TEE STEM, TYP I
� TEE II
Q I
-I__- - � ��,
CG PRESTRESSING P` II
STRANDS UN�APPE� BRG,
REFER TO DET 215-531
SIDE ELEVATION
� TOPOFSPANDREL,
LIGHT WALL OR
COLUMN
�
�
7 �
EXTERIOR FACE OF
PCCSPAN�REL
DRIP DETAIL
s.=,.o.
ene� i ivry uhr H:
REQUIRE� BV PC
BEARWG PLATE
.G2
BEARING PLATE
Ash
Avh
Avf
�
0
�
�
c
v
PRESTRESS REINF
@TOP[MIN1J8
MID HEIOHT [MIN PJ
INSIDE FACE
PRESTRESS REINF
@ BOT il2' DIA
STRANDS (MIN 2)
CONT DRIP
REF TO DET 13/5-531
PIPE SLEEVE, COORD
SIZE 8 LOCATION W/
ELEC & FIRE
PROTECTION �WGS
J=
�
PRESTRESS
REINF
BEAM TYPE A DETAIL PCC BEAM TYPE B DETAIL PCC BEAM TYPE C DETAIL
2 3�4•=,-0• TEE DETA L 3 3�4•=,-0• L � 3�4._,-0. 5 3�4._,.-0. 6 3�4.,_,._o.
� CONTDRIP.
kEF TO DET 13IS53�
NOTE'
FOR ADDL MFORMATION, REFER
TO DETAIL B/5531
� PCC BEAM TYPE D DETAIL
� 314'• =1• 0"
PCC BEAM
PCC TEE
STEM
BEARING PLATE,
REFER TO DET
?/S-???
BEARING PA�
SPANDREL OR WALL
p4XCONT �
CONNECTION
BY PCC MFR �
PRESTRESS REINF
� TOP (MIN Q1 &
MID HEIGHT (MM flJ
INSIDE FACE
PCC BRACKET
PRESTRESS REINF
@ BOT 1/2" �IA
STRAN�S (MIN 2)
CONTDRIP
REF TOOET 13/5-531
COVESEALANT
REFER TO �ET 6/5-541
CIP TOPPING
WWF
TIE PROJECTION
INTO WASH
TOPPING
ROUGHEN
SURFACE
TOPBARS
STIRRUPS
AFTER ERECTION, TOP OF SPANDREL,
REMOVEALLWATER �1"OMAX LIGHTWALLOR
FROMGAVITV&RLL �� � COWMN
ENTIRE VOI� WI
BEARINGPA� EPO%YTOBOT \ a " � �
— EPDXYTOeOT OFPCCTEE "
OF BEAM
CONCDAM �
CHAMFER BRGANGLE �� � �
^ RBNF,REFER
tol I q3@EA �� TOPLAN
BRG PL LEDGE OR I I TEE STEM
��2„ �, �,�� CORBEL PCCEMBEDOED
HOL� ,�MW LE�GEOR HOL� MIN 12"@ PCCTEE LIFfINGINSERT
CORBEL SPAN� PKT
n BEAM BEARING DETAIL � TEE BEARING DETAIL n PCC FIELD-TOPPED DETAIL n LIFTING INSERT DETAIL
° ivz.._�._o. a ui2._�._p. iv sw._��_o, i i 3.._�._p�.
� 5/8" 0 SMOOTH BAR X �'-0" (S5J
SEALANT,REFERTO�ET384/5-5h1 � 1�
CIP CONC TOPPING J
, ___ ___" `I 'Y.
0
accreeF�aNce � % � uaCe�-0•iss�oaoavroN "�
BACKERROD� �Sl1PERI0RP11SHEARGRIP 8�
CONNECTOR ��
NOTE:
BARS OF VARIOUS SIZES MAY BE REQD �EPEN�ING UPON FlEL� CONDITIONS. PRE
CASTER SHALL KEEP ADEpUATE SIIPPLY OF SIZES ON SITE TO FAQLITATE ERECTION.
PCC TEE JOINT DETAIL
3._� Q.
Ash ERECTION�APA',
RWUIRE� BYPC
MSKTD
& Associates
ArchitecNre I Engineering I Interior Design
1�15 Magnavox Way I 930 Nohh Mentlian
Fort Wayne, IN 46804 Intlianapolis, IN 46204
260.432.9337 31].917.1190
www mskld com
�WGIo
8910 Purdue Rd, Suite 400
Indianapolis, IN 46268
Phone No. 317.735.3349
www.wginacom
1�/i! 2�15
GPJ�a P �'�b
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Na.
* PE10300054�*
STATEOF
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PROJECTNO. DATE
7382 10/11 /2019
REV. DATE
SET DESCRIPTION
BP #4 - Garage /
Bridge
Structural Package
SHEET TITLE
PCC BEAM DETAILS -
STRUCTURAL
SHEETNUMBER
S-531
END ELEVATION A-A