The URL can be used to link to this page

Home My WebLink AboutS-541-WATERPROOFING-DETAILS---STRUCTURAL-Rev.1SAW CUTAT CENTER OF CRACK OR CONTROL JOINT V2 SEALANT GRINDEDGE � SAW CUT AT CENTER OF CRACKOR coNrRo� JOMT fIC]II SEALANT GRIN� E�GE DECK COATING WHERE REQD SEALANT GRIND EDGE w Q w i z F O w = rc J � h 1/2' SEALANT ELECTRICAL OR MECHANICAL PENETRATION PRIME PER MANUFACTURER BOND � 1—� CRACKOR BREAKER CONTROLJOINT � SEALANT DETAIL iz _ „o. SEALANT TOOLORSAWCUT AROUND GRAIN PERIMETER GRIN� E�GE DECK COATING wnEaE aEoo BOND f1�� CRACKOR BREAKER CONTROLJOWT � SEALANT DETAIL c �Z��_��-0�� SEALANT — TOOLOR GRIND EDGE 1/T z w ¢ z F o W V rc � � � I�/�BON�BREAKER FLOOR �RAIN � SEALANT DETAIL � ,Z._,.o. �COMPRESSBLE JOIM FlLLEROR BACKERROD � SEALANT DETAIL � 12._,._o. �ECK COATING SAWWTANDTOE ��e - ��4 OECKCOATINGIN � nT eoce DECKCOATING � � CONCSLAB i]II F➢ TOOLED � � BACKER ROD JOMT n SEALANT DETAIL � �Z._�.-0�. 1/2 SEAIANT TOOLOR GRIND EDGE � � �COMPRESSIBLE JOMT FlLLER OR BACKER R0� � SEALANT DETAIL �� 12._,._o. � � SEALANT,REFERTO DETAIL COAT E�UAL THICKNESS DET 2 OR 4IS�541 GRIN� E�GE OF MEMBRANE COATS CRACK n DECK COATING DETAIL n DECK COATING DETAIL IY 12._��-0. IJ �Z._�,-0. TOOLED J � BACKER ROD JOMT � SEALANT DETAIL w �Z��_��-0�� SEALANT — ROUTJTEDGE ON 2ND PASS SAW CUT JT ON iST PASS WITHOUT RAVELING EDGES OFCONCRETE GRIND E�GE �ECK COATING BACKER R00 NOTES: 1. PERFORM iST PASS SAW CUT AS SOON AS CONCRETE IS CAPABLE OF CARRYWG THE LOA� OF EQUIPMENT, AND WITHIN 6 HOURS OF INITIAL PLACEMENT OF CONCRETE. 2. 2N� PASS WITH ROUTER MAV OCCURE AT ANY TIME AFTER iST PASS SAW CUT. SEALANT DETAIL 12' =1'-0' COVE SEALANT, REFER TO DET fi/5-Shi DECK COATING �� STEELSLEEVE n DECK COATING DETAIL IV 3._�Q. EXTRUDE� e ��P� THERMOPLASTIC � GIAND BONO BREAKER il4"� SEALANT ��4�� DECK COATING WHERERE�� M ^�ti � SEALANT DETAIL � SEALANT DETAIL J �Z._�.-0. V �Z,_��-0, PN�[Ki WALL C NOTES: � 1. REFER TO 18/5-5h1 FOR �ETAIL AT PIPE/CONDUIT PENETRATION. 2 REFER TO 15/5-561 FOR �ETAIL AT CRACK OR JOINT. DECK COATING DETAIL 3/6. _ �. p�. � 2"NOM e �/P" POLYMERIO CONCRETE NOSING I i OF ACE ARATION COATING SLA� VT' TOOLORSAWCUT AROUND GRAIN PERIMETER GRINDEDGE � SEALANT � � � � �/� \ /� BONDBREAKER I,—,��YL�,I 1� F�� ROOR DRAIN n SEALANT DETAIL iz _ „o. LIMITS OF SURFACE � PREPARATION COVESEALANT REFER TO DET 6IS�Sd1 �ECKCOATING NOTE PROVIDE STRAIGHT TERMINATION LWES n DECK COATING DETAIL IJ 3._� �. I E%PANSION JOINT GLAND. CUT OFF W WGS. SPLICE " AND TURN �OWN F W SH TOOLOR W/BOTTOM OFSLAB GRIND EDGE i � ENLARGE�SECTION � A A NOTES. 1. JOWTWI�TH�'�1S�EPEN�ENTONTEMPERATURE85HWL�BEREVIEWEDBV MANUFACTURER CONCRETESLABBEYOND 2. REFERTODETAILI&5-541FORTERMINATION 3. PROVIDEWATSON-BOWMANME3000RAPPROVE�EpUAL. �ETAIL A-A SCALE 3" =1'-0" n EXPANSION JOINT n EXPANSION JOINT TERMINATION DETAIL I! 3._�.p. IV 314•'=1'0" 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 � ��i! �2�15 ,� � � �� .� ,,,. � �� . U � U � � � O � � — — v� U �0 X � � W Z U O � Y .� � � � � � � � a� w � � � Z I� U � PROJECT NO. DATE 7382 10/11 /2019 REV. DATE � � RELEA5E0 FOR CONSTRUCTION Suhjec��o compliance with allregula�ions 04 S�a�e antl Local Codes City of Carmel y" �n„� ��.�a,�,a1 onrE: 06/11 /20 SET DESCRIPTION BP #4 - Garage / Bridge Structural Package SHEET TITLE WATERPROOFING DETAILS -STRUCTURAL SHEETNUMBER S-541