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on � (V KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: . U - 1. STUD WALL PER PLAN AND TYPICAL WOOD 1. STUD WALL PER PLAN 1. STEEL BEAM PER PLAN 1. 3/8"WEB STIFFENER Li 2. STL BEAM PER PLAN STUD WALL CONSTRUCTION"DETAIL 2. FLR SHEATHING PER PLAN 2. 1/4"THICK FULL HT WEB STIFFENER EA SIDE OF 3. WOOD BEAM PER PLAN - 2. ROOF SHEATHING PER PLAN 3. CONT RIM BOARD. FASTEN TO TOP PL W/(1)A35 BEAM 4. CUSTOM 1/4"THICK STL BUCKET W/(4)3/4"0 8 1 3. WOOD I-JOIST PER PLAN AT 24"O.C. MAX AND 16d TOENAIL AT 8"O.C. 1 3. 3/4"CAP PL W/(4)3/4"0 A325N BOLTS BOLTS THROUGH BOLTS r 1 O i\ 4. JOIST HANGER PER PLAN 1 4. WOOD I-JOIST PER PLAN 4. STEEL COL PER PLAN 5. 3/8"STL PL �.! 5. CONT 13/4"LSL LEDGER TO MATCH JOIST 5. BLKG AT 24"O.C.W/(4) 10d NAILS PER BLOCK NOTES: MDEPTH W/(5)1/40x5"SDS INTO EA STUD. USE 9 6. WOOD JOIST PER PLAN NOTES: o CMST12 4'-0"LONG STRAP CENTERED ON 7. JOIST HANGER PER PLAN A A. ALIGN TOP OF WOOD BEAM WITH TOP OF LEDGER SPLICE. 8 10 8. EN 2 A. BEAM SHALL BE CONT OVER COL NAILER. RED INC ARCHITECTS 6. 2x BLKG BETWEEN EA STUD PER PLAN 9. BN B. AT CONTRACTOR'S OPTION,BEAM MAY BE 7 2 1/4 B. CLARITY,ALL OTHER FRAMING NOT SHOWN FOR 1217 J STREET,MODESTO,CA 95354 7. ATTACH STUD TO JOIST W/H2.5 3 10. BOTTOM PLATE AT STUD WALL. FASTEN TO WELDED TO CAP PL W/1/4"FILLETS EA SIDE SEE PLAN 209.522.8900 7 O 11 2 2 8. WALL SHEATHING PER PLAN BLOCKING PER PLAN C. ALL OTHER FRAMING NOT SHOWN FOR CLARITY 3 5 5 3 9. A35 CLIP AT BILK TO EA STUD 0 --, 10. EN 3 SEAL: 7 J 12. 16 d NAILS FOR SHEAR TRANSFER.SEE TYP - 4O 1/4 4 12 1 1/4 TYP z 6 1i 12 O LEDGER DETAIL 6 1/4 3 SIDES 1/4 1/4 QROFESS/pN 2 k� OSEP � 4 e � ti F O 9 4 3 NOTES: 5 � 0 \� O O A. SEE ARCH FOR CORNICE DETAIL 8 00 J 5 = O O O O = 1 � S4634 = A 0 1 = 0 0 0 0 = 5 EXP: �2i3v2 4 T R CTv ry 4 7" - �OF CAIUFo D_ 1/4 7" 7.. 114V SECTION A 04/17/2019 U 0 1/4 ry Q 14 WOOD I-JOIST AT WOOD STUD WALL ` WOOD I-JOIST AT STUD WALL ,4, STEEL BEAM AT STEEL COLUMN i WOOD BEAM AT STEEL BEAM CONSULTANT: S11.3WW412 511. WW404 �S11. SS \1_,2' WS116R � 'o KEYNOTES: M 1. STL BEAM PER PLAN 0 KEYNOTES: KEYNOTES: z KEYNOTES: U) 2. 1/4"THICK STL CAP PL 1. STEEL BEAM PER PLAN ( ) w 1. STUD WALL PER PLAN AND TYPICAL WOOD STUD 1. COPED STEEL BEAM PER PLAN 3. 1/2"THICK STL BUILT-UP BUCKET W/ 2 2. SHEAR PL PER TYPICAL SHEAR PLATE 4. WOOD BEAM PER PLAN w 2. STEEL COL PER PLAN 5 8" THROUGH BOLTS WALL CONSTRUCTION DETAIL CONNECTION"DETAIL 2. 2x BOT PL ATTACHED PER PLAN 3. STEEL BEAM PER PLAN 5. STL COL PER PLAN � 3. FLR SHEATHING PER PLAN 1 1 �2� 3 4 6. SEE"TYPICAL SHEAR PLATE 1 CONNECTION DETAIL"FOR INFO ENGINEERING SYSTEM SOLUTIONS 4. FWH HANGER BY USP STRUCTURAL NOTES: STRUCTURAL•MEP•BUILDING COMMISSIONING 8 CONNECTIONS O 7. 3/8"THICK GUSSET AT BOTH EDGES OF BUILDING RELATIONSHIPS 5. WOOD TRUSS PER PLAN 7 2 6. DBL 2X TOP PL PER LAP SPLICE DETAIL(TYP) A. ALL OTHER FRAMING NOT SHOWN FOR O o COLUMN ExcEEDINGExn .com cTATIONs 10 3 7. WALL SHEATHING PER PLAN 1 CLARITY 6 0 NOTES: a9as NORTH z TH EAST sTE A 8. CONT GYPSUM BOARD PER ARCH FOR FIRE B. ONLY ONE BEAM FRAMES INTO BEAM AT SIM roAHO 29TH A ST,ST CONDITION 1/ rHONe:Izos>ssz-9s�a 9 RATED WALLS A. ALL OTHER FRAMING NOT SHOWN FOR CLARITY 4 B. BOLTS SHALL BE SLIP-CRITICAL CONNECTED AT 9. EN j " JOB NUMBER: 10. BN 10 3/16 ALL DRAG LINES 17.1019 2 C. BOTH BEAMS STL OR WOOD WHERE OCCURS 1-TIUR RERESERI1� 0H ERM�,S =°��°�_ 6 1/4 1/4 7 D. AT SIM CONDITION ATTACH STEEL BEAM PER 1/4 1/4 DETAIL 1/Sl 1.1 5 TYP 2 3 SIDES 1 6 4 4 5 3/163/16 3 SIDES I • alr e TYP 3/16 3 INN & SUITES 3/16 5 BY MARRIOTT SECTION A 15 WOOD FLOOR TRUSS AT WOOD STUD WALL 10 STEEL BEAM AT STEEL COLUMN (/--5--\)STEEL BEAM AT STEEL BEAM 2 WOOD BEAM AT STEEL COLUMN S11. WW207 S11. SS147R \S11�2 SS136R S11. WS116R - KEYNOTES: 1 KEYNOTES: 1. STUD WALL PER PLAN AND TYPICAL WOOD KEYNOTES: 2 1. 2x6 STUD WALL AT 16"O.C. STUD WALL CONSTRUCTION DETAIL 2. (4)#14 x 3"SCREWS AT EA BRACE KEYNOTES: Q 2. FLR SHEATHING PER PLAN 1. PREFINISHED STEEL ROOF SHADE 3. ROOF SHEATHING PER PLAN 3. 2x BLKG AT 48"O.C.W/Z2 CLIPS CANOPY BY OTHERS 15 3 4. 2x4 PARAPET BRACE AT 4'-0"O.C. / O 1. STEEL COL PER PLAN O 1 4. WOOD TRUSS PER PLAN 2. (4)3/4"0 BOLTS W/LOCK WASHERS 5. HGA10 CLIP EA BRACE ATTACHED W/(4)1/4"x 3"SD4 S 2. WOOD BEAM PER PLAN 5. BEAM AS OCCURS PER PLAN 3. (4)3/4"0 THRU BOLTS SCREWS INTO SLEEPER.ATTACH CLIP W/(4)1/4"x 1-1/2" 3. 1/2"BUILT-UP BUCKET W/(2)1/2"0 THROUGH Q 6 6 BN 4. JOIST BLOCKING(1)BAY EA SIDE 1 = SDS SCREWS INTO KICKER BRACE. INSTALL CLIP 1 BOLTS.VERTICALLY SLOT UPPER BOLT HOLE U 7. EN 5. BENT 1/4"x12"WIDE U-PL 4 1 N VERTICALLY / 1/4 4. 1/4"THICK STL CAP PL 8 6 8. 2x BOT PL ATTACHED PER PLAN EXTENDEDx13"ON EA SIDE 5 6. CONT 2x BOT PL W/(2)#8 x 3"LONG SCREWS AT 6"O.C. 3 5. 3/8"THICK GUSSET AT BOTH EDGES OF COLUMN 2 2 6. 6x10 POST TO FOUNDATION. (6)2x6 6 /� 7. 2x6 SLEEPER PLATE W/#10 x 4"LONG SCREWS AT 6"O.C. _ NOTES: 8 STUDS MAY BE USED AT FLOORS 1-4 18 7 8. BLKG TO RECEIVE SCREWS FROM BOT PL ATTACHMENT. ATTACH W/A35 CLIP AT EA TRUSS NOTES: BELOW _ 77. DOUBLE 2x TOP PLATE PER"TYPICAL 9. BLKG W/HANGER PER PLAN � A. PROVIDE GYP BOARD FOR FIRE o \ / 3 PROTECTION AS OCCURS TOP PLATE SPLICE"DETAIL 17 10. SHEAR PANEL BLKG OR PREFAB TRUSS BLOCK PER PLAN - N A. SKEW AS OCCURS, NOT SHOWN FOR CLARITY X - 8. ROOF SHEATHING PER PLAN 11. A35 CLIP AT EA BLOCK B. AT"SIM"PROVIDE BEAM AND BUCKET BOTH 7 "' 12. WOOD TRUSS PER PLAN _ SIDES OF COL 0 3 9. CANOPY BEAM AND CONNECTION BY 8 \ 3/16 4 o OTHERS g 13. STUD WALL BELOW PER 14. EN 6" 10 15. WALL SHEATHING PER PLAN NOTES: ol 5 16. H2.5A CLIP AT 4'4"O.C. 2„ 51/4' 2 O A. APPLIED LOADS(ULTIMATE)AT BASE 17. EN SHALL NOT EXCEED SHEAR LOAD=1.2 11 18. BN 1 K APPLIED MOMENT=9.3 K*FT, 14 6 VERTICAL LOAD=1.3 K NOTES: i O A. ROOF TRUSS TO BE DESIGNED FOR PARAPET KICKER 16 12 LOADS AS INDICATED ON ROOF FRAMING PLAN 13 16 WOOD FLOOR TRUSS AT WOOD STUD WALL rjjPRE-ENGINEERED ROOF CANOPY AT ROOF 6 WOOD ROOF TRUSS AT WOOD STUD WALL 3 WOOD BEAM AT STEEL COLUMN WW213 ' DETAI11.` WW113 L ' S11. WS106R OU- U) Q z_ KEYNOTES: 1. STUD WALL PER PLAN AND"TYPICAL WOOD T.O. BRACE PER ARCH T.O. BRACE PER ARCH STUD WALL CONSTRUCTION"DETAIL U Cl 1 1 2. ROOF SHEATHING PER PLAN Lu 3. 2x6 DIAG BRACE AT 24"O.C.W/(4)16d MIN TO U STUD 0 O Q 4. CLIP EACH BRACE W/A35 W/#8x2"SCREWS U J 0 7 0 7 o INSTALLED VERT INTO CONT SOLE PL `1 5. CONT 2x4 SLEEPER PL W/16d AT 6"O.C.TO E 2 = 2 = TRUSS BLOCK �- M M 6. WOOD ROOF TRUSS PER PLAN N N 7. SOLID 2x BLKG BETWEEN DIAG BRACES W/(2) 3 ^ / 16d TOENAILS, EA END REVISIONS: QJ 8. 2X6 BLOCK W/(3)16d TOENAILS AT EA END 9. 2X6 LADDER BLOCK AT 24"O.C.W/(4) 16d LD 2 5 4 O 5 4 TOENAILS AT EA END .Q �J NOTES: 0 k' a, A. EITHER OPTION MAYBE USED AT 8 CONTRACTOR'S PREFERENCE 2 0 ALIGN TRUSS UNDER 2 PLAN CHECK 2 11/12/18 WALL AND BRACE 1 BLDG DEPT 10/12/18 �� REV DESCRIPTION DATE a� 0 a LADDER BLOCK OPTION ALIGNED TRUSS OPTION BA PROJECT# 161010 co PLN PROJECT# 17077 cm ( � INTERIOR BRACED PARAPET WALL AT PARALLEL TRUSS MARRIOTT# 4476 C° WW1 34 0 F- KEYNOTES: PERMIT# - KEYNOTES: cn 1. WOOD BEAM PER PLAN APN# 058-66-012 2. CCO COL CAP INSTALL PER MFR 1. FLR SHEATHING PER PLAN p 3. STEEL COL PER PLAN 2. LINE OF LAPPING END OF JOIST Q 3. STUD WALL PER PLAN u 1 NOTES: 4. WOOD I-JOIST PER PLAN DATE: 11/13/2018 0 5. SOLID BLKG BETWEEN JOISTS. FASTEN TO TOP DRAWN: JK Lu A. AS AN ALT, ECCOQ CAP MAY BE USED PL W/16d AT 6"O.C.AT SHEAR WALLS PROVIDE BLOCKING PER"TYPICAL SHEAR TRANSFER CHECKED: JM 1 DETAIL" 0 0 0 5 2 SHEET TITLE: - FLOOR FRAMING L 3 4 DETAILS /16 3 N N N O L O L �i SHEET NO.: c co L 13�WOOD BEAM AT STEEL COLUMN --8 WOOD I-JOIST CONTINUOUS OR STAGGERED AT STUD WALL S11�2 WS105 S11�2 WW423 S11 .2