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on <br /> � (V <br /> KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: . U <br /> 1. COPED STEEL BEAM PER PLAN , w <br /> 1. STUD WALL PER PLAN 1. WOOD BEAM PER PLAN 1. STEEL BEAM PER PLAN <br /> 2. 2x BOTTOM PL ATTACHED PER PLAN 2. STEEL COL PER PLAN 2. SHEAR PL PER TYPICAL SHEAR PLATE 2. SHEAR PL AND BOLTS PER TYPICAL SHEAR _ <br /> 3. BN 3. COL CAP: 1/4"THICK SIDES AND BEARING PL W/ CONNECTION DETAIL PLATE CONNECTION DETAIL <br /> i\ 1 4. FLR SHEATHING PER PLAN 1/2"MAX GAP (4)3/4"0 THROUGH BOLTS 3. STEEL BEAM PER PLAN 3. STEEL COL PER PLAN <br /> O 4. 1/2"CAP PL U <br /> 5. WOOD LEDGER TO MATCH NOMINAL JOIST 4. STRAP PER PLAN.WHERE NO STRAP NOTED ON <br /> NOTES: <br /> DEPTH W/(3)3/4"Ox6"LAG SCREWS AT 16"O.C. PLAN PROVIDE MSTC52 CENTERED ON BEAM 1 <br /> M 11 2 PER PLAN SPLICE Q <br /> O 6. WOOD I-JOIST PER PLAN A. 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INTO BLOCKING = /' �a �osEp <br /> 0 2 3/16 = PLATE ELEV CID <br /> 3 ti <br /> - <br /> U 1 = <br /> v <br /> m � Z <br /> J = c S4634 = A <br /> EXP: 12/31/2 <br /> _/j <br /> T R CTOry <br /> z = OF CAUFo <br /> d <br /> 0 <br /> 2 <br /> o 04/17/2019 <br /> 2\ <br /> w <br /> ry <br /> Q <br /> 15 WOO I-JOIST T STUD WALL 10-- WOOD BEAM AT STEEL COLUMN 5 STEEL BEAM AT STEEL BEAM 1 STEEL BEAM AT STEEL COLUMN CONSULTANT: <br /> X S11.1 WW204 �� WS102 ��� SS133 �� SS111 <br /> 0 <br /> M <br /> 0 KEYNOTES: <br /> z KEYNOTES: <br /> U) KEYNOTES: KEYNOTES: <br /> 1. STUD WALL PER PLAN <br /> w 2. FLR SHEATHING PER PLAN 1. STEEL BEAM PER PLAN 1. COPED STEEL BEAM PER PLAN 1. STEEL BEAM PER PLAN <br /> = QJ LAG SCREWS AT 2. SHEAR PL PER 2. STEEL COL PER PLAN 2. 3/8"THICK FULL HT WEB STIFFENER PL EA SIDE <br /> � 3. WOOD LEDGER W/(2)5/8"x6" "TYPICAL SHEAR PLATE <br /> U) 3. SHEAR PL AND BOLTS PER TYPICAL SHEAR <br /> = 8"O.C. PER PLAN �� CONNECTION"DETAIL OF BEAM <br /> 3. BASE PL 5/8x6x1'0" W/ 4 3/4"0 BOLTS ENGINEERING SYSTEM SOLUTIONS <br /> 8 0 PLATE CONNECTION DETAIL 3. STEEL BEAM PER PLAN ( ) <br /> 4C <br /> WOOD JOIST PER PLAN 4. 3/8"CAP PL WHERE COL TERMINATES 4. STEEL COL PER PLAN STRUCTURALENGINEERING <br /> MEP•SYSTEM <br /> GLUTTONS COMMISSIONING <br /> 6x8 BLKG W/(6)16d NAILS EA END,OR BEAM �� 1 BUILDING RELATIONSHIPS <br /> 9 WHERE OCCURS PER PLAN v \ 5. COL MAY CONT PER PLAN NOTES: <br /> 7 <br /> 11 6 6. DBL 2X TOP PL PER LAP SPLICE DETAIL(TYP) EXCEEDING EXPECTATIONS <br /> 10 10 7. WALL SHEATHING PER PLAN NOTES: A. ALL OTHER FRAMING NOT SHOWN FOR www.es2eng.com <br /> 8. CONT GYPSUM BOARD PER ARCH FOR FIRE CLARITY 4943 NORTH 29TH EAST,STE A <br /> RATED WALLS 4 1 A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY 1 B. ONLY ONE BEAM FRAMES INTO BEAM AT SIM 2 IDAHO FALLS,IDAHO 83401 <br /> PHONE:(208)552-9874 <br /> 9. 2x BOT PL1/4 <br /> 10. BN ATTACHMENT PER PLAN CONDITION TYP 1/4 JOB NUMBER: 17.1019 <br /> 11 <br /> 11. EN O O O O U I'11T <br /> N-TAR RERESE �r20H T,��z <br /> 4 3 3 4 NOTES: 3 O I O O O 2 <br /> O O <br /> O t o 0 0 3 <br /> 5 A. JOISTS ON THE CORRIDOR SIDE MAY BE O O <br /> PARALLEL OR PERPENDICULAR TO STUD WALL <br /> 3 Fakfield <br /> INN & SUITES <br /> BY MARRIOTT <br /> 1WOOD JOIST AT STUD WALL 11 STEEL BEAM AT STEEL COLUMN �6 STEEL BEAM AT STEEL BEAM 2 STEEL BEAM AT STEEL COLUMN <br /> S1 .1 <br /> WW204A <br /> 1 SS1055l1SS136 � SS112 <br /> KEYNOTES: <br /> KEYNOTES: KEYNOTES: <br /> 1. STUD WALL PER PLAN AND"TYPICAL WOOD 1. FLR SHEATHING PER PLAN 1. 1/2"CAP PL <br /> STUD WALL CONSTRUCTION"DETAIL Q <br /> 2. 2x BOTTOM PL ATTACHED PER PLAN 2. WOOD JOIST PER PLAN 2. STEEL BEAM PER PLAN Z <br /> 6 1 3. FLR SHEATHING PER PLAN 3. JOIST HANGER PER PLAN 3. STEEL COL PER PLAN O <br /> 4. STEEL BEAM PER PLAN 4. SHEAR PL AND BOLTS PER TYPICAL SHEAR LL <br /> 4. CONT RIM BOARD PER TYP SHEAR TRANSFER PLATE CONNECTION DETAIL <br /> DETAIL AT 24"O.C.MAX AND 16d TOENAIL AT 8" NOTES: Q <br /> O.C. <br /> 5. WOOD I-JOIST W/WEB STIFFENER AS REQ'D BY 1 2 <br /> 2 A. CONT <br /> MFR PER PLAN 1/8 2 AT STEEL INT IN LR SHEATHING NOT ALLOWED <br /> L BEAM <br /> 7 6. EN 1 118V2 <br /> 7. BN O O <br /> 4 <br /> 8. WALL SHEATHING PER PLAN <br /> O O <br /> 6 <br /> O O <br /> 4 3 <br /> 3 2 <br /> 6 5 <br /> 1 <br /> 17 WOOD I-JOIST AT WOOD STUD WALL 7 WOOD JOIST AT STEEL BEAM 3 STEEL BEAM AT STEEL COLUMN <br /> S11. WW401WS109 � SS114 OLL <br /> U) <br /> Q <br /> z_ <br /> KEYNOTES: KEYNOTES: KEYNOTES: <br /> 1. STUD WALL PER PLAN AND"TYPICAL WOOD 1. SHEATHING PER PLAN o <br /> 1. STUD WALLAS OCCURS PER PLAN AND <br /> STUD WALL CONSTRUCTION"DETAIL 2. WOOD JOIST PER PLAN TYPICAL WOOD STUD WALL O <br /> 2 .2x BOT PL ATTACHED PER PLAN 3. JOIST HANGER PER PLAN 0 <br /> DETAIL <br /> U 3. FLR SHEATHING PER PLAN 4. WOOD BEAM PER PLAN 2. BOT PL ATTACHMENT PER PLAN <br /> 4. RIM JOIST W/SIMPSON A35 CLIP AT 16"O.C. PER 3. EN <br /> Cl PLAN <br /> 5. WOOD I-JOIST PER PLAN 4. SHEATHING PER PLAN z O <br /> 0 6 1 6. BLKG AT 24"O.C. PER PLAN 5. WOOD JOIST W/HANGER PER PLAN O J <br /> 0 7. WALL SHEATHING PER PLAN 1 6. STEEL BEAM PER PLAN W/NAILER PER <br /> v-Ni 2 8 BN 1 TYP DETAIL <br /> E 8 7. WOOD TRUSS PER PLAN <br /> a) 2 9. EN 2 8. BN <br /> 9 9 3 9. 2x BOTTOM PL <br /> 0 3 3 2 8 4 REVISIONS: <br /> 4 <br /> LD <br /> Q <br /> 0 <br /> g 5 4 <br /> 0 5 <br /> a� <br /> U <br /> 0 ' 1 7 6 2 PLAN CHECK 2 11/12/18 <br /> L' 1 BLDG DEPT 10/12/18 <br /> REV DESCRIPTION DATE <br /> a� <br /> 0 <br /> c BA PROJECT# 161010 <br /> �, �8 WOOD I-JOIST AT WOOD STUD WALL 13 WOOD JOIST AT WOOD BEAM 8 WOOD WALL AT STEEL BEAM PLN PROJECT# 17077 <br /> S11� 11.1 <br /> MARRIOTT# 4476 <br /> WW402 <br /> � WW302 ��� WS202 <br /> L <br /> KEYNOTES: KEYNOTES: KEYNOTES: PERMIT# - <br /> cn 1. STUD WALL PER PLAN AND TYPICAL WOOD 1. STUD WALL PER PLAN AND"TYPICAL WOOD 1. WOOD BEAM PER PLAN APN# 058-66-012 <br /> STUD WALL CONSTRUCTION DETAIL STUD WALL CONSTRUCTION"DETAIL 2. STEEL COL PER PLAN <br /> c- 2. 2x BOT PL ATTACHED PER PLAN 2. BN 3. COL CAP: 1/4"THICK SIDES AND BEARING <br /> Q 3. BN 3. 2x BOTTOM PL ATTACHED PER PLAN PL W/(4)3/4"0 THROUGH BOLTS DATE: 11/13/2018 <br /> 4. FLR SHEATHING PER PLAN 4. LINE OF LAPPING END OF JOIST <br /> 0 5. WOOD I-JOIST PER PLAN 5. A35 @ 16"O.C. NOTES: DRAWN: JK <br /> Lu 6. STEEL BEAM PER PLAN 6. WOOD JOIST PER PLAN <br /> 7. WOOD NAILER PER TYP DETAIL 1 7. EN A. ADJOINING FRAMING NOT SHOWN FOR CHECKED: JM <br /> 0 1 8. HANGER PER PLAN 2 O 8. 2x BLKG BETWEEN JOIST PER PLAN 1 CLARITY <br /> a <br /> 9. EN 9 �7 3 9. FLR SHEATHING PER PLAN <br /> 0 4 1 1/4" <br /> SHEET TITLE: <br /> 3 2FLOOR FRAMING <br /> a' (D-\ 9 3 O o o <br /> x6 8 6 3 � 16" DETAILS <br /> 7 7 _ PLATE ELEV <br /> 3/16 <br /> a� <br /> 1 <br /> 0 5 = <br /> 05 (D- 6 <br /> a� <br /> L <br /> 0i <br /> 2 SHEET NO.: <br /> c <br /> co <br /> L <br /> 19�WOOD JOIST AT STEEL BEAM 4 ,WOOD JOIST AT WOOD STUD WALL WOOD BEAM AT STEEL COLUMN <br /> S11� WS116R S11.1 WW303 ��� WS101 <br /> S11 . 1 <br />