Laserfiche WebLink
- �•s kwo roasion �rnou�c <br /> � BOLTS. NJSTALL ALL BOL75 SO THAT <br /> 1HE RWND HE/1D IS LOG1iED ON <br /> . iHE EXiERIOR OF COLUMN <br /> �8.� ALL HOLES ARE�1fe• <br /> IYP. FOR AL.L PLAiES <br /> �'S7EEL TOP PIA7E J_ <br /> � � . 7' Yi STEEL COVER PLAiE (iYP.) � • � � <br /> STANDARD� � � X�STEEL COVER PLATE 4 PLATES PER CCOLUMN 6• �I � � n Yi 7H�1C PUTE <br /> L <br /> 0 �D CWWN0.NAND P PLATE s. <br /> COVFR PlA7E5 USING � <br /> � O FlELD DPoLL�Ns� SIKA SIlmWS-295 OR APPROVm � <br /> rian orm��x:srnr�oazo ra� srnrronRo ►w� Eow�. wTc►i co�.oR wmi l�. �. <br /> 8 TOTAL PER CHANNEL LEG IN EX. CMWNEL APPUED EPDXY PAINT SYSTEM. <br /> g6 �'� ��• <br /> FlELD DRILL r�VENf \/ <br /> HOIES IN CHANNEL SEC7WN, 7 <br /> 7 EPCH SIDE, PWCE <br /> NOLES PRIOR TO PNNTING � O <br /> O p <br /> STEEL TOP PLATE <br /> ��E HFA� * 4 THUS <br /> IWCHOR ROD no PROVIDE CLE�R SAJCONE CAULK <br /> BE7WE��1 IX. BASE PIAiES <br /> AND SRNDSIONE G1P <br /> f A490 7ENSION CONTROU.ED <br /> QI THE ROU�ND HEAD IS LOCATED ON T <br /> PRWIDE CLEAR SNfbNE CAULK 7HE�EXTIItIOR OF COLUMN <br /> BE1W@1 IX. BASE PLATES ALL HOIFS ARE�•� <br /> AND SANDSTONE GP �. 7YP. FOR ALL PlATES <br /> sN+osroHE crw SECTION A—A ��� � —1�—r; <br /> s�sH�r s � <br /> I--2' <br /> STEEL COLUMN REPAIRS —� <br /> N <br /> 4 THUS p <br /> NOTES: <br /> N <br /> ALL BOLTS ARE TO BE A490 TENSION CONTROLLED BOLTS INSTALLED TO A MINIMUM TENSION OF <br /> 24 KIPS. <br /> ALL BOLT HEADS SHALL BE ROUND TO CONFORM WITH THE NATIONAL PARK SERVICE GUIDELINES '� � <br /> FOR REHABILITATION. THE TANK IS CONSTRUCTED OF STEEL PLATES RIVETED TOGETHER. THE <br /> ROUND HEADS OF TENSION CONTROLLED BOLTS MAINTAIN THE APPEARANCE OF THE RIVETED <br /> CONSTRUCTION, FOR THIS REASON THE BOLTS SHALL BE INSTALLED WITH THE ROUND HEAD ON <br /> THE EXTERIOR OF THE COLUMN. CONTRACTOR SHALL PROVIDE CATALOG CUTS AND SAMPLE BOLT <br /> FOR APPROVAL BY OWNER. <br /> ALL STEEL SHALL BE ASTM A36 STEEL. O O <br /> SEE REMOVAL SHEET FOR DIRECTIONS REGARDING SANDBLASTING OF EXISTING STEEL SECTIONS. <br /> O O <br /> ALL EXISTING SANDBLASTED STEEL, PROPOSED PLATES AND CHANNELS SHALL BE PAINTED WITH 2 N <br /> LAYERS OF HI—BUILD EPDXOLINE 2 MILS THICK, AND ONE IAYER OF SERIES 73 ENDURA SHIELD, <br /> 2 MILS THICK AS MANUFACTURED BY TNEMEC INDUSTRIAL COATINGS. CONTRACTOR TO PROVIDE <br /> COLOR SAMPLES FOR APPROVAL BY OWNER. <br /> �Xt- �J4- <br /> PRIOR TO INSTALLATION OF THE TOP PLATE. THE EXISTING STEEL, COVER PLATES AND TOP PLATE <br /> SHALL BE PAINTED AS SPECIFIED ABOVE. AFfER THE TWO PART EPDXY PAINT IS PLACED, THE TOP <br /> PAINTED TOP PLATE SHALL BE INSTALLED AND ASSOCIATED BOLTS SHAIL BE TOUCHED UP AS <br /> NECEssa,RY. STEEL COVER PLATE <br /> SANDSTONE CAPS AND CONCRETE SHALL BE PROTECTED DURING PAINTING OF COLUMNS AND 8 TOTAL <br /> SHALL BE FREE OF PAINT. <br /> I MMy cMi/y that lhis Wan.sP�cilic+lion.w rapon <br /> wasprsp�ndbym�orundermydinctsup�rvisbnand IMOConsultingGroup ProjectNumber:P01002513 ° ` � <br /> STEEL REPAIRS MHD �►� <br /> tl�allamadulyLlunsadProhuia�alEnginearundertha 12701 WhitewaterDriveSuite100 c�nc: cHK: <br /> r�mu,esrs�.ar�n�.som. Minnetonka,MN 55343 NOERENBERG WATER TOWER � � <br /> PriM kh H.Du � . .^ Off:J$2-44CY�SJ8 SMEET: <br /> o si��,3 ►u+o � ►,� Fl��,�� � STRUCTURAL REPAIRS <br /> REV DATE BY CHK APP DESCRIMION �� ���� Lb�nse/: {i.t76 . � 4 OF 5 <br />