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on <br /> N <br /> KEYNOTES: NOTES: . U <br /> 1. CONCRETE PEDESTAL A. BASE PLATE SHALL BE GROUTED BEFORE , Lu <br /> x - 2. STEEL COLUMN W/BASE PLATE AND ANCHOR DEAD LOADS ARE IN PLACE COL AND FTG <br /> BOLTS PER PLAN AND SCHEDULE B. SEE TYP DETAIL FOR COLUMN CONNECTION KEYNOTES: KEYNOTES: <br /> 3. CIVIL FLATWORK,WHERE OCCURS TO BASE PLATE AND BASE PLATE <br /> N 4. (3)#3 TIES WITHIN TOP 5"OF PIER AND 8"O.C. CONFIGURATION 1. ISOLATION JOINT <br /> O REMAINDER 2. STEEL COL W/BASE PL AND AB PER PLAN 1. STUD WALL PER PLAN AND WOOD STUD U <br /> 5. (28)#5 BARS VERTICAL W/HOOK 1 3. PROVIDE 3"MIN CONC COVER OVER BASE PL 1 WALL CONSTRUCTION DETAIL <br /> M 2. WALL ANCHORAGE PER PLAN <br /> 6. ISOLATED CONCRETE FOOTINGS,SEE PLAN AND AB <br /> 0 10 3 4. ROUGHENED CONSTRUCTION JOINT AT <br /> AND SCHEDULE FOR SIZE AND REINFORCING 3 4. BLOCKOUT, NO REINF REQ'D, POUR AFTER DEAD 2 3. CONC SLAB ON GRADE PER PLAN <br /> 7. COMPACTED SUBGRADE,SEE GEOTECHNICAL J LOADS ARE IN PLACE OPTIONAL TWO-POUR RED INC ARCHITECTS <br /> REPORT 5. 1 1/2"GROUT BENEATH BASE PL PER GSN 1217 J STREET,MODESTO,CA 95354 <br /> 8. 1 1/2"±NON-SHRINK GROUT _ • • 5. #3 TIES AT 72"O.C. 209.522.8900 <br /> 6. CONC SLAB ON GRADE PER PLAN <br /> O � 6. FTG PER PLAN <br /> 7. FTG PER PLAN U wU wU 7. DOWEL W/STD HOOKS AT EA END TO <br /> COL AND FTG COL AND FTG COL AND FTG ° 8. COMPACTED SUBGRADE PER GSN - . . oc00c�iOcOOc�iOc�� MATCH SLAB REINF SIZE AND SPACING SEAL: <br /> 9. LINE OF EXTERIOR FACE OF FTG BEYOND, RUN <br /> } 2 - -I 1=1 8. DOOR/WINDOW SYSTEM PER ARCH <br /> 10. MIN <br /> CONFTG EMBEDMENT FTG REINF THROUGH T DEPTH PER PCOL G NS SHOWN <br /> 9. FINAL GRADE OR CIVIL FLATWORK BY <br /> (D 11. FINAL GRADE OR CIVIL FLATWORK AS OCCURS 4 OTHERS <br /> o JOS <br /> 4 1 NOTES: 7 5 10. EN QROFESS/pN4� <br /> ���0'� EPy F'G <br /> 9 <br /> o NOTES: co m�,Q <br /> c� m <br /> w <br /> Q A. BASE PL SHALL BE GROUTED BEFORE DEAD S4634 = A <br /> I J A. STUD WALL MAY BE LIGHT GAGE STEEL <br /> < / / i PLAN VIEW LOADS ARE IN PLACE 6 AS OCCURS EXP: 12/31/2 <br /> B. SEE TYP BASE PL DETAIL FOR COL CONNECTION J -i <br /> z TO BASE PL AND BASE PL CONFIGURATION TFR cTo o��` <br /> C. PROVIDE 1 1/2"COVER FOR STEEL COL. OF cA\_\F <br /> o CONTRACTOR TO USE FORMS AT WALL 04/17/2019 <br /> U <br /> 0 2 2Ji <br /> ry <br /> 2 <br /> Q <br /> H <br /> CONSULTANT: <br /> N <br /> 7 <br /> X <br /> O <br /> M <br /> H <br /> III 2 II 2 III 2 2 <br /> W <br /> = I I I I I I I I <br /> I I 9 <br /> 3 <br /> III 1 1 4 III 3 4 5 1 6 ENGINEERING SYSTEM SOLUTIONS <br /> [7w <br /> STRUCTURAL•MEP•BUILDING COMMISSIONING <br /> BUILDING RELATIONSHIPS <br /> - o0 EXCEEDING EXPECTATIONS <br /> z 11 3 -III= 000 www.es2eng.com <br /> -III-I .III-III- - �O�00��0 - - 4943 NORTH 29TH EAST,STEA <br /> IDAHO FALLS,IDAHO 83401 <br /> �0�0�0000�� PHONE:(208)552-9874 <br /> -III II Ili O 00 O 4 <br /> - O�00500O JOB NUMBER: 17.1019 <br /> 10=11 -III 0 <br /> III-_III 5 ,=MrILL RI-TS RE"E=E- -NIH ­=,=r -,- <br /> � Ololl <br /> 1-III <br /> C) <br /> 9 1= <br /> 7 <br /> I_I-1H AT OPENING Fai7nORd <br /> I 8 <br /> HSS STEEL COLUMNS AT FOUNDATION =4= STEEL COLUMN AT FOUNDATION STUD WALL AT CONCRETE FOUNDATION BY MARRIOTT <br /> \510.1 510 <br /> DETAIL SC X510 WC107 <br /> �O �_ � <br /> KEYNOTES: <br /> KEYNOTES: NOTES: KEYNOTES: <br /> 1. ISOLATION JOINT <br /> 1. CONCRETE PEDESTAL A. BASE PLATE SHALL BE GROUTED BEFORE 2. STEEL COL W/BASE PL AND AB PER PLAN 1. STUD WALL PER PLAN AND"TYPICAL WOOD <br /> 2. STEEL COLUMN W/BASE PLATE AND ANCHOR DEAD LOADS ARE IN PLACE 3. SQUARE ISOLATION.NO REINF REQ'D. POUR STUD WALL CONSTRUCTION"DETAIL <br /> BOLTS PER PLAN AND SCHEDULE B. SEE TYP DETAIL FOR COLUMN CONNECTION AFTER DEAD LOADS ARE IN PLACE 2. WALL ANCHORAGE PER PLAN <br /> 3. CIVIL FLATWORK,WHERE OCCURS TO BASE PLATE AND BASE PLATE 4. CONC SLAB ON GRADE PER PLAN 3. CONC SLAB ON GRADE PER PLAN <br /> 4. (3)#3 TIES WITHIN TOP 5"OF PIER AND 8"O.C. CONFIGURATION 5. FTG PER PLAN 4. ROUGHENED CONSTRUCTION JOINT AT <br /> REMAINDER 6. COMPACTED SUBGRADE PER GSN OPTIONAL TWO-POUR Q <br /> 7. MIN FTG EMBEDMENT DEPTH PER PLAN 1 5. FTG PER PLAN Z <br /> 5. (28)#5 BARS VERTICAL W/HOOK O <br /> 8. 1 1 /2"±NON-SHRINK GROUT W/LEVELING �� 6. COMPACTED SUBGRADE PER GSN <br /> 6. ISOLATED CONCRETE FOOTINGS,SEE PLAN NUTS BENEATH BASE PL PER GSN ; 7. #3 TIES AT 72"O.C. <br /> AND SCHEDULE FOR SIZE AND REINFORCING <br /> 7. COMPACTED SUBGRADE,SEE GEOTECHNICAL _ 3 8. DOWEL TO MATCH SLAB REINF SIZE AND Q <br /> REPORT NOTES: O° SPACING U <br /> 8. 1 1/2"±NON-SHRINK GROUT <br /> 9. LIGHT GAUGE STUD WALL PER PLAN A. BASE PL SHALL BE GROUTED BEFORE DEAD 2'-6" <br /> 10. BRICK VENEER PER ARCH COLUMN LOADS ARE IN PLACE O OO OOoO 2-2 <br /> B. COL CONNECTION TO BASE PL AND BASE PL nnOO n 100 nr,00 n 2'-2" <br /> CONFIGURATION PER"TYPICAL STEEL <br /> OCOLUMN BASE PLATE PLAN VIEW"DETAIL m g O8 -J 4 DOWEL DIMS <br /> 1 w a <br /> z w <br /> 102 0 <br /> 6 <br /> 1 III O 3 <br /> O O <br /> -' ll II IIIII III III I II - <br /> Z I-I I I-I I I- 2 STUD WALL AT CONCRETE FOUNDATION O0. WC105 <br /> � -III � =III Ili S11 <br /> 5 <br /> z 8 <br /> O <br /> o IL <br /> M \ U) <br /> U o p <br /> I-III-III " I ' I ' O 2 <br /> o <br /> ui <br /> O8 HSS STEEL COLUMNS AT FOUNDATION �� 0 0 <br /> o �� DETAIL 8 3 �_J 4 U <br /> E <br /> I <br /> L <br /> o n I III n <br /> o O 5 REVISIONS: <br /> Q <br /> 0 <br /> U <br /> O <br /> N <br /> U <br /> O <br /> 1 BLDG DEPT 10/12/18 <br /> 5 STEEL COLUMN AT FOUNDATION REV DESCRIPTION DATE <br /> 500 SC108 <br /> c BA PROJECT# 161010 <br /> co PLN PROJECT# 17077 <br /> cm <br /> MARRIOTT# 4476 <br /> cv <br /> L <br /> KEYNOTES: <br /> F2 PERMIT# - <br /> 1 3 1. CONC SLAB ON GRADE PER PLAN <br /> cn 2. STUD WALL PER PLAN AND"TYPICAL WOOD APN# 058-66-012 <br /> a? STUD WALL CONSTRUCTION"DETAIL <br /> cam., 3. WALL ANCHORAGE PER PLAN <br /> Q 4. DOWEL TO MATCH WALL REINF SIZE AND <br /> DATE: 11/13/2018 <br /> O�OO�OO SPACING <br /> n Oj -III-III 4 5. CONC WALL PER PLAN DRAWN: JK 6. CONT WATER STOP <br /> 0 7. ELEVATOR PIT SLAB W/#5 AT 12"O.C. E.W. CHECKED: JM <br /> T&B <br /> o - 18" <br /> o_ <br /> 0 <br /> c� ' DOWEL DIMS SHEET TITLE: <br /> Q <br /> FOUNDATION <br /> CD <br /> DETAILS <br /> U <br /> MIN <br /> 6 / v <br /> 0 <br /> L <br /> O <br /> CV <br /> C <br /> •Q 4 <br /> SHEET NO.: <br /> of <br /> c <br /> CU <br /> L <br /> Sn <br /> 6 CONCRETE WALL AT ELEVATOR PIT <br /> S1OY WC106 slool <br />