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on NKEYNOTES: NOTES: KEYNOTES: U 1. ROOF SHEATHING PER PLAN A. SLOPE TRUSS PER ARCH . , 1 w 13 1. STEEL DECK PER PAN 2. WOOD TRUSS W/H5 CLIP PER PLAN KEYNOTES: 2. SIMPSON L50 CLIP, EA END OF EA JOIST, _ 3. STUD WALL PER PLAN AND TYPICAL WOOD STUD WALL 1. DBL 2x TOP PL PER LAP SPLICE DETAIL(TYP) ATTACH TO STEEL BEAM W/(3)HILTI X-U CONSTRUCTION DETAIL 2. EN,8d NAILS AT 4"O.C. FASTENERS 4. TRUSS BLKG W/A35 CLIP BETWEEN EA TRUSS O N 3. ROOF SHEATHING PER PLAN 3. STEEL JOIST PER PLAN 5. TRUSS TOP CHORD EXTENSION U 4. WOOD JOIST W/HANGER PER PLAN 4. STEEL BEAM PER PLAN 6. 2x BLKG BETWEEN EA TRUSS M v 5. CONT 13/4 LSL LEDGER TO MATCH JOIST DEPTH 5. HILTI X-U FASTENERS AT 6"O.C.AT PANEL 7. STRAP AT DRAG TRUSSES PER PAN EDGESQ o W/(5)#12 SCREWS INTO EA STUD. NAIL LEDGER 9. EN 8 TO BLKG PER WL212 OF TYPICAL WOOD LEDGER RED INC ARCHITECTS AT WOOD STUD WALL DETAIL BETWEEN STUDS 0 1 8 7 1 1217 J STREET,MODESTO,CA 95354 6. 2x WOOD STUD WALL PER PLAN --- -- ------------------' -- 209.522.8900 7. CONT 2x BOTTOM PL W/3"LONG#8 SCREWS ATL�T --- 2 6"O.C. 12 3 8. TRUSS BLOCKING W/A35 CLIP BETWEEN EACH SEAL: - --_ - TRUSS 6 5 - 9. WOOD TRUSS W/H5 CLIP PER PLAN z 13 10. 2x BLOCK AND EN PER PLAN AND SHEARWALL ()FESS/ o ! 11. WALLSHEATHINGPER PLAN AND SHEARWALL 3 3 n , � �osEpy U J o QR O yap ti U SCHED J 4 11 O 12. 2x BLKG BETWEEN EA STUD W/EN PER 4 c S4634 = A 5 SHEARWALL SCHED EXP: 12/31/2 13. EN T R C-r ry z OF CALIF() 04/17/2019 U w ry Q 2 10 STEEL JOIST AT STEEL BEAME -`)WOOD ROOF TRUSS AT WOOD STUD WALL CONSULTANT: WW106 0 13 3 M H z KEYNOTES: KEYNOTES: 1 KEYNOTES: 77-1 U) 13 ~ /1` 1. STEEL BEAM PER PLAN 1 BN 1. DBL 2x TOP PLATE PER LAP SPLICE DETAIL w = 2. STEEL BEAM PER PLAN 2. ROOF SHTG PER PLAN 1 2 3. WOOD TRUSS PER PLAN W/ 13 (TAP) 2. WALL SHEATHING PER PAN AND [7 NOTES: HGA10 CLIP AT 24"O.C. SHEARWALL SCHEDULE - 3. CONT 2x BOTTOM PLATE W/(2)#8x3" ENGINEERING SYSTEM SOLUTIONS u- �J 4. DBL 2x TOP PL H 406#PER LAP SPLICE _ A. ADJACENT FRAMING NOT SHOWN FOR CLARITY DETAIL(TYP) SCREWS AT 6"O.C. STRUCTURAL•MEP•BUILDING COMMISSIONING 4WOOD TRUSS PER PLAN BUILDING RELATIONSHIPS . B. PROVIDE L3x3x1/4 CLIP ANGLES EA SIDE WHERE 5. WALL SHTG PER PLAN AND � EXCEEDING EXPECTATIONS DIRECT CONNECTION NOT POSSIBLE 3 SHEARWALL SCHED 16 5. SHEAR PANEL BLOCK OR PREFAB TRUSS ® 6. EN O° BLOCK PER TYPICAL DETAIL www.es2eng.com 1/4 1 � 4943 IDA O FALLS,IDAHO 83401TH 29TH EAST,STE A 7. FULL HT TRUSS BLOCKING EA 6. A35 CLIP AT EACH BLOCK �� 0 7. 4x6 BLOCK W/HUS46TF HANGER EACH PHONE:czos>ssz-9s�a SIDE OF WALL AT 24 O.C.W/(4) _ 1 v I END, LINO ON PLAN 12 8. 2x6 SLEEPER PLATE W/#10x4 WOOD 13 � 9 � �JOB NUMBER: 17.1019 IL 1 NOTES: 14 9 10 �� 8 9. 2x4 P RAPET BRACE AT 4'-0"O.C. 17 10 1/4 2 A. AT SIM, FIRE WALL FRAMING TO 3 16 10. HGA10 CLIP EACH BRACE,ATTACH W/# 7 g EXTEND FULL HEIGHT.GYP 8x3"SCREWS INTO SLEEPER, INSTALL CLIP 4 BOARD PER ARCHVERTICALLY a a° 11. WOOD STUD WALL PER PLAN 15 12. 2x6 STUD WALL AT 16"O.C. 5 17 13. (4)16d NAILS 2 7 14. BOUNDARY NAILING 5 15. EDGE NAILING Fakfield 16. ROOF SHEATHING PER PLAN WOOD STUD WALL AT WOOD TRUSS 17. BLKG RECEIVE SCREWS FROM BOT PL INN & SUITES � 14 ATTACHMENT.ATTACH EA TO TRUSS W/ A35 CLIP S12.1 6 18. H2.5A CLIP AT EA TRUSS. PROVIDE H2.5A B Y MARRIOTT 15 AT EA SIDE OF GIRDER TRUSS 3 KEYNOTES: � 11 2 - 1. DBL 2x TOP PL PER LAP SPLICE 11 STEEL BEAM AT STEEL BEAM 6` WOOD ROOF TRUSS AT WOOD STUD WALL /2 V DETAIL(TYP) S12� SS128 'V12y. WW101 2. EN,8d NAILS AT 4 O.C. 3. ROOF SHEATHING PER PLAN ) 4. WOOD JOIST PER PLAN KEYNOTES: 11 5. CONT 2x RIM JOIST W/A35 CLIPS AT 24"O.C. 1. DBL 2x TOP PL PER LAP SPLICE DETAIL(TYP) Q 5 6. 2x WOOD STUD WALL PER PLAN 2. BN,8d NAILS AT 4"O.C. 4 7. CONT 2x BOTTOM PL W/3"LONG#8 3. ROOF SHEATHING PER Of 1 4. WOOD JOIST PER P ANPLAN SCREWS AT 6"O.C. WOOD TRUSS AT WOOD STUD WALL o 10 8. WOOD TRUSS PER PLAN 5. CONT 2x LEDGER TO MATCH JOIST DEPTH 9. 46 BLOCKING ALIGNED W/WALL W/(3)#12 SCREWS AT EA STUD.NAIL Q 6 ABOVE W/LUS46 HANGER EA END U LEDGER TO BLKG PER WL212 OF TYPICAL /2\ ZE�2 , 10, WALL SHEATHING PER PLAN AND WOOD LEDGER AT WOOD STUD WALL 11. EN DETAIL SCHEDULE DETAIL BETWEEN STUDS KEYNOTES: 7 6. 2x WOOD STUD WALL PER PLAN 1. STUD WALL PER PLAN AND TYPICAL WOOD STUD WALL CONSTRUCTION DETAIL 11 3 NOTES: 7. CONT 2x BOT PL W/3"LONG#8 SCREWS AT 6"O.C. 2. H2 CLIP EA UPRIGHT BLOCK TO STUD A. TRUSS DESIGNER TO DESIGN TO 8. WOOD TRUSS PER PLAN 3. ROOF SHEATHING PER PLAN a° DESIGN TRUSS FOR WALL LOAD 9. 46 BLKG ALIGNED W/WALL ABOVE W/LUS46 1 4. WOOD TRUSS PER PLAN HANGER EA END INDICATED ON PLANS 5. 2x6 UPRIGHT BLOCK AT 16"O.C.ALIGN W/WALL B. NO HIGH ROOF AT SIM 1 10. 4x6 BLKG AT 32"O.C.AND LUS46 HANGER EA END STUD 9 11. WALL SHEATHING PER PLAN AND 6. 2x6 LEDGER W/(3)16d AT 16"O.C. INTO WALL SHEARWALL SCHED o STUDS. SPLICE W/MSTC40 12. 2x BLKG BETWEEN EA STUD W/EDGE 7. 4x BLKG NAILING PER SHEARWALL SCHED 8. EXTEND SHEARWALL SHEATHING PER PLAN TO 13. BLKG AT 24"O.C.W/(4)10d NAILS PER T.O. BALLOON FRAMED WALL BLOCK 4'-0"MIN J. 9. BN 14. EN 2 W/0 SPLICE 10 . EN NAILS FOR SHEAR TRANSFER.SEE TYP 15. 4x BLKG TO RECEIVE BOT PL ATTACHMENT W/A35 CLIP AT EA END 8 9 3 LEDGER DETAIL 2 3 NOTES: 10 12 A. TRUSS DESIGNER TO DESIGN TRUSS FOR X15 WOOD STUD WALL AT WOOD TRUSS WALL LOAD INDICATED ON PLANS 7 11 22 5 4 14 B. NO HIGH ROOF AT SIM 6 O LL U) 771 Q 5 KEYNOTES: z 13 4 6 1. STUD WALL PER PLAN o 2. ROOF SHEATHING PER PLAN C-) 11 6 f�` 3. WOOD TRUSS PER PLAN O 1 z�t 4. 2x10 BLKG BETWEEN EA TRUSS / 3 WOOD LEDGER AT BALLOON FRAMED STUD WALL 5. EXTEND LAST VERT WEB OF TRUSS TO FORM 512.j PARAPETWW106 p Cl 5 ry 6.WALL SHEATHING U)PER PLAN Z 0 7. BN O O 0 8. H2.5A CLIP AT EA 4'-0"O.C. 4 7 2 9. EN E KEYNOTES: a� 9 2 1. STUD WALL PER PLAN AND TYPICAL WOOD o STUD WALL CONSTRUCTION DETAIL REVISIONS: 5 6 = 2. ROOF SHEATHING PER PLAN 15 TRUSS PER PLAN LD 3.Q 4. TRUOSSOOD BLOCKING WITH A35 BETWEEN EA Q o w TRUSS 0 L 11 uwi 5. WALL SHEATHING PER PLAN 0 6. PARAPET FRAMING/TRUSS EXTENSION 9 8 2 7. 2x BLOCK TO RECEIVE BN SUPPORTED BY A35 AT EA TRUSS 8. BN 2 PLAN CHECK 2 11/12/18 \ ^ 9. EN 1 BLDG DEPT 10/12/18 98 4 10. H2.5A CLIP AT EA TRUSS. PROVIDE H2.5A AT 7 REV DESCRIPTION DATE F GIRDER TRUSS 8 11. E DE NIAILO 1 d TO MATCH BN SPACING. PROVIDE BLOCKING AS SHOWN BA PROJECT# 161010 co E WOOD STUD WALL AT WOOD TRUSS WOOD ROOF TRUSS AT STUD WALL NOTES: PLN PROJECT# 17077 cm 12 8 A. SEE ARCH FOR CORNICE DETAIL AS OCCURS MARRIOTT# 4476 3: DETAIL KEYNOTES: PERMIT# - cn KEYNOTES: 1 APN# 058-66-012 v 1. STUD WALL PER PLAN AND"TYPICAL WOOD 1. BN STUD WALL CONSTRUCTION"DETAIL p 2. ROOF SHEATHING TO EXTEND 4'-0"MIN W/O 2. ROOF SHEATHING PER PLAN O SPLICE DATE: 11/13/2018 u 3. 2x BLKG BETWEEN JOISTS W/A35 CLIP AT 16"O.C. 3. H2 CLIP EACH UPRIGHT BLOCK TO STUD 0 4. DBL 2x TOP PL PER LAP SPLICE DETAIL(TYP) 4. WOOD ROOF TRUSS PER PLAN DRAWN: JK Lu5. ROOF JOIST PER PLAN 5. 2x6 UPRIGHT BLOCK AT 32"O.C. MAX ALIGN W/ a 2 6. WALL N LL SHEATHINGTG PER PLAN AND SHEARWALL SCHED WALL STUD 4 ` WOOD TRUSS AT STUD WALL CHECKED: JM 6. WL26 LEDGER PER TYPICAL WOOD LEDGER AT �_ / WW108R 8. H5 CLIP AT EA JOIST 12.1 WOOD STUD WALL DETAIL 0 7. 4X BLKG OSHEET LE: / `J 8 LENGTH OF WALL STRAPS/(2)8d AT 4E O.C.EA STRAP INTO BLKG ROOF FRAMING � ^ 3 9. WALL SHEATHING PER PLAN, EXTEND TO T.O. o 8 5 10 BALLOON FRAMED WALL DETAILS 6 O 10. BN N 8 N N 7 6 5 4 o `o a� c Q SHEET NO.: c co L WOOD JOIST AT WOOD STUD WALL 9 WOOD LEDGER AT BALLOON FRAMED STUD WALL S12� WW137 b�l� WW137 S1201