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on N 1 KEYNOTES: 1 KEYNOTES: . U 1. CONT DBL 2x TOP PL PER TYPICAL TOP PLATE KEYNOTES: . Lu - SPLICE DETAIL ANCHORAGE SCHEDULE 1. RME ABOVE.ANCHORAGE BY MECH ENGINEER 2. TRIMMER AND KING STUDS PER TYPICAL 1. RME,ADDL INFO PER MECH DWGS SHALL CONFORM TO IBC/CBC REQUIREMENTS _ 4 WOOD STUD WALL CONSTRUCTION DETAIL MAX WEIGHT(LBS) LAG BOLT#PER SIDE 2. CURB PER MFR 2. 46 UPRIGHT BLKG BETWEEN FRAMING 3. WOOD BEAM PER PLAN 3. 3/8"0 x 3"LONG LAG BOLT PER ANCHORAGE MEMBERS.ALIGN BLKG BENEATH UNIT O N SCHED OR PER MECH DWGS-WHICHEVER IS 2 CURB AND AT EDGES OF ROOF DECK 4. STRAP PER PLAN 600 TO 800 2 U ^ 5. DRAG TRUSS MORE STRINGENT OPEN OPENING, MAX 4'-0"SPAN M v 20 TO 1 5 0 3 3 �J 4. 4x SLEEPER,SHAPE AS REQ'D W/A34 AT EA 3. FRAMING MEMBERS PER PLAN 0 1201 TO 1500 4 CORNER INTO 4x BLKG OPEN 4. OPENING IN ROOF DIAPHRAGM W/2x6 BLKG O 5. ROOF SHEATHING PER PLAN AND SIMPSON LUS26 EA END.DO NOT CUT RED INC ARCHITECTS 6. 46 BLKG W/SIMPSON F HANGER EA END(TYP) JOIST/TRUSS AT OPENING 1217 J STREET,MODESTO,CA 95354 OPTION A 7. WOOD TRUSS OR JOIST PER PLAN 4 5. PROVIDE BOUNDARY FASTENERS AROUND 209.522.8900 8. 3/8"0 LAG BOLT W/3"MIN PENETRATION INTO 5 PERIMETER OF OPENING TO BLKG AND 3 NEW 4x BLKG PER ANCHORAGE SCHED TRUSSES/JOISTS 5 4 9. PLYWOOD CUT WHERE OCCURS. PROVIDE 10d SEAL: 1 NAILS AT 4"O.C.AT NEW 2x6 EDGE FRAMING NOTES: } 10. 2x FRAMING AT OPENING W/HANGER PER Li z "TYPICAL BLOCKING AT AT RME SUPPORT AND A. CENTER UNITS BETWEEN ADJACENT ROOF ROFESS/ DECK OPENING"DETAIL Q JOISTS a e s oN�� 0 4 4 11. SUBPURLIN AS OCCURS B. SEE TYPICAL SHAPED CURB DETAILS FOR �� o Epy Q 2 12. 3/8"Ox5 1/2"LAG SCREW INTO 4x AT EA END OF ADDL INFO m�' _7A R U 1 1 SLEEPER C. WHERE EDGE OF DIRECTLY BOVETRUSS//JOIST,, PROVIDE 4x6 ME DOES NOT ALIGN Lu S4634 = A EXP: 12/31/2 cn OPTION B UPRIGHT BLKG BETWEEN TRUSSES/JOISTS W/ 46 UPRIGHT BLOCKING BETWEEN,ALIGNED T R cTo a2 2 �J ` 1 BENEATH CURB ABOVE.ATTACH BLKG TO F OF CAL\Fo 0 FRAMING MEMBERS W/LUS46 HANGERS 04/17/2019 OPTION D OPTION C A 2 0 2 OLu ry TYPICAL DRAG STRAP AT WOOD STUD WALL 12 3 -0 _ 4 8 3 $ N LTANT: 5 TDW406CO SU H (V z N z \_r7 \5 9J �J ED 12 -,;TYPICAL BLOCKING AT RME SUPPORT AND DECK OPENING ZNOTES: KEYNOTES: 11 6 10 S9.3 TDW801 w 7 6 w A. USE STAGGERED NAILS W/SPACING AS NOTED 1. CONTINUE TOP PLOVER HEADER W 4 7 1/2" 10 IN THE SHEARWALL.BOT PL ATTACHMENT AT 2. STRAP FROM END OF UPPER LEVEL SHEARWALL KEYNOTES: 1/2" MAX,TYP ELEVATED SHEARWALLS PER SCHED WHERE INDICATED ON PLANS. INSTALL ON DBL 1. BOT PL z 3 co Z MAX TYP 00B. PROVIDE FULL HT DBL STUDS AT ENDS OF STUD-EN SHEATHING AT DBL STUD ROOF TRUSS SECTION A U- 1' SHEARWALLS UNO ON PLANS OR DETAILS. 3. CONT DBL 2x TOP PL, SPLICE PER TYP DETAILS 2. BOT PL SPLICE ENGINEERING SYSTEM SOLUTIONS z_ 3 AB STRUCTURAL•MEP•BUILDING COMMISSIONING HOLDOWNS AS SPECIFIED ON FDN PLAN SHALL 4. FULL HT DBL STUDS AT EA END OF SHEARWALL LINO 14 BE ATTACHED TO DBL STUDS OR POSTS PER ON PLANS-FACE NAIL DBL STUDS W/16d AT 16"O.C. 4. FOUNDATION PER PLAN EXCEEDIINGGEXPECTATIONS 2 / /✓ �; MFR SPEC.STITCH NAIL END STUDS TOGETHER 5. SOLID 2x BLKG AT ALL PANEL EDGES, UNO. EN 5. STUD WALL FRAMING www.es2eng.com 2x BOT PL 3x BOT PL W/16d AT EN SPACING,STAGGER ROWS SHEATHING AT BLOCKED EDGES BOTTOM PLATE ATTACHMENT SCHEDULE 6. END L BOT PLATE 4943 NORTH 29THH EAST,STEA 7 C. WHERE SHTG IS INTERRUPTED BY 6. FIELD NAILING 7. STEEL PLATE WASHER 1/4x3x3"(2x4,OR roAHOEALLs,�DAHoa3aoi INTERSECTING WALL, PROVIDE BLKG 7. EN AT ALL SHEATHING PANEL EDGES, HOLD DOWN 1 2x6 W/SHEATHING ONE FACE)1/4x3x4 rHONE:czos>ss2-9s�a r ; SECTION A D. FOR 5/8"TO 3/4"THICK FLOOR SHTG,3 1/4"(MIN) POSTS, BOT PUS AND DBL TOP PUS PER SHEARWALL 1 INTERIOR INTERIOR NON-BEARING 1/2"(2x6 W/SHEATHING BOT FACES)W/ / JOB NUMBER 17.1019 EXTERIOR AND WALLS LONG SILL PL NAILS SHALL BE USED. FOR 7/8"TO SCHED STAGGER NAILS AT DBL PL OR STUDS BEARING DIAGONALLY SLOTTED HOLE.SLOT S i f h 1 1/8"THICK FLOOR SHEATHING,3 1/2"(MIN) 8. WALL SHEATHING PER SHEARWALL SCHED2' .MIN -0" B SHEAR WALLS WALLS PARTITION WALLS LENGTH NOT TO EXCEED 13/4"MAX. °�s�rAUR R°a�ER- 1��T2°1 �� LONG SILL PL NAILS SHALL BE USED PANEL WIDTH 2 2 ANCHOR BOLTS SHOT PINS PROVIDE STD CUT WASHER(0.109"x1 3/8" t: c E. 6"LONG SDS SCREWS SHALL ENGAGE BOTH 9. KING STUDS AT OPENING PER PLAN OR SCHED 34 4 3 g g OUTSIDE DIA AT 1/2"0 A.B.OR 0.134x1 3/4" PER SHEAR WALL OUTSIDE DIA AT 5/80 A.B.)PLACED i SILL PL AND FRAMING BELOW 10. VERT STUDS AT 16"O.C. MAX, LINO AB DIA 5/8"0 1/2"0 0.145"!0 �, z 12 SCHEDULE.5/8"0 MIN BETWEEN PLATE WASHER AND NUT ALL SHEATHING NAILS AT SHEARWALLS SHALL 11. HOEDOWN TO FDN W/REQ'D AB OR STRAP TO 12 F. 5 I 6 7 M 17 BE COMMON NAILS.SUBSTITUTION OF ALT LOWER LEVEL AT ENDS OF SHEARWALL WHERE PER SHEAR WALL k: NAILING PATTERN FASTENERS IS NOT PERMITTED W/O PRIOR INDICATED ON PLANS a a` AB SPACING SCHEDULE 48"MIN 32"O.C. 48"O.C. 32"O.C. NOTES: WRITTEN APPROVAL BY ENGINEER 12. AB TO FDN OR NAILS TO LOWER FRAMING PER G. SHEARWALL AB SHALL BE SECURELY FASTENED SHEARWALL SCHED 5X MIN T T 3" 1 1/4" A. BOT PL RESTING ON CONC OR MASONRY AGAINST BUT NOT RECESSED INTO BOT PL.ALL 13. LENGTH OF SHEARWALL AS INDICATED ON PLAN. 6 EMBEDMENT SHALL BE PT DOUGLAS FIR-LARCH. field SHEARWALL AB SHALL HAVE MIN 1/4"x3"0"PL LENGTH MAY BE REDUCED BY A TOLERANCE OF 7 10 6 B. POST-INSTALLED ANCHORS ARE INN & SUITES WASHERS(1/4"x3"x4 1/2"AT 2x6 WALLS WITH APPROXIMATELY 3%. IF LENGTH IS NOT NOTED ON PERMITTED TO BE USED IN LIEU OF CAST 7 8 SHEATHING BOTH FACES) PLAN SHEARWALLS SHALL EXTEND BETWEEN IN PLACE ANCHOR BOLTS, PROVIDED O THEY ARE INSTALLED W/SAME ANCHOR BY MARRIOTT 16 H. STUCTURAL USE PANELS MAY BE INSTALLED OPENINGS OR ENDS OF WALLS ROOF JOIST SECTION B DIA., SPACING,AND EMBEDMENT AS EITHER HORIZ OR VERT, UNO 14. CONT BOT PL PER SCHED 15. TRIMMER STUD UNDER HEADER PER PLAN CAST-IN-PLACE ANCHORS. POST- 9 16. HEADER PER PLAN INSTALLED ANCHORS ARE NOT 17. TYP STAGGERED SHEATHING NAILING PATTERNTYPICAL SHAPED CURB AT NEW ROOF FRAMING PERMITTED AT SHEARWALL HOLD-DOWN 15 4 ANCHOR LOCATIONS. S9.3 TDW802 C. FOR ADDITIONAL INFORMATION - REGARDING SHEARWALLS, REFER TO 11 WOOD SHEARWALL SCHEDULE TYPICAL SHEARWALL CONSTRUCTION 0- KEYNOTES: � DETAIL. SHEAR ANCHOR BOLTS AND BOT PL FASTENERS AT WIND CAPACITY SEISMIC CAPACITY D. SHOT PINS OR POWDER ACTUATED TYPE SHEATHING EDGE FASTNERS FIELD FASTNERS SPACING ELEVATED SHEAR WALLS ASD(PLF) ASD(PLF) 1. 2x WOOD STUD WALL PER PLAN FASTENERS SHALL HAVE A CODE 2. WALL SHEATHING PER PLAN AND SHEARWALL REPORT(ICC-ES OR IAPMO)INDICATING Q A 15/32"APA-RATED BLOCKED 10d AT 6"\ O.C. 10d AT 12"O.C. 5/8"DIA AB AT 32"O.C.2x 16d AT 4"O.C.STAGGERED 335 240 SCHED THEY ARE ACCEPTABLE FOR USE UNDER Z ONE SIDED OF WALL Of 3. WATERPROOF PER ARCH CURRENT BUILDING CODE. O 4. SIMPSON BT BRICK TIE OR EQ ATTACH W/#8x2" 15/32"APA-RATED BLOCKEDLONG HEX HEAD WOOD SCREWS AT 16"O.C. EA J 12 B ONE SIDED OF WALL 10d AT 4"O.C. 10d AT 12"O.C. 5/8"DIA AB AT 21"O.C. SDWS2260ODB AT 15"O.C. 490 350 WAY U 15/32"APA-RATED BLOCKED ONE SIDE OF C WALL. FRAMING AT ADJ PANEL EDGES 10d AT 3"O.C. 10d AT 12"O.C. 5/8"DIA AB AT 21"O.C. BOT SDWS2260ODB AT 11"O.C. 14 SHALL BE 3x MIN PL OR 16"O.C.2x BOTT PL 630 450 1 5. CEMENT GROUT BETWEEN STONE VENEER AND BACKING 4"MIN 4"MIN 4"MIN E 15/32"APA-RATED SHTG BLOCKED ONE 6. STONE VENEER � 5/8"DIA AB AT 16"O.C.3x BOT 2 9"MAX 9"MAX /9"MAX 1/2"MAX,TYP D SIDE OF WALL. FRAMING AT ADJ PANEL 10d AT 2"O.C. 10d AT 12"O.C. SDWS2260ODB AT 9"O.C. 820 585 7. 12 GA CORROSION RESISTANT WIRE TIE LOOPED EDGES SHALL BE 3x MIN PL OR 12"O.C.2x BOT PL 3O AROUND WIRE MESH.MIN 15"WIRE TIE LEGS � 15/32"APA RATED BLOCKED BOTH SIDES ARE BENT TO FOLLOW STONE MORTOR 6 1 2 BB OF WALLS.OFFSET VERT PANEL JOINTS 10d AT 4"O.C. 10d AT 12"O.C. 5/8 DIA AB AT 13 O.C. 3x BOT SDWS2260ODB AT 7.5"O.C. 980 700 7 4 JOINT.WIRE TIE IS BENT 90°AT LAST 2"OF EA LEG. TO FALL ON DIFFERENT STUDS. PL OR 11"O.C.2x BOT PL MIN(1) WIRE TIE FOR EVERY 2 SQUARE FT OF 5 STONE VENEER OR 16"O.C. EA WAY CC 15/32"APA-RATED BLOCKED BOTH SIDES " "O. " " 6 11" MIN z w 5/8DIA AB AT 10 OF WALLS.OFFSET VERT PANEL JOINTS 10d AT 3"O.C. 10d AT 12"O.C. C.3x 5/8DIA LAG SCREW AT 5 1260 900 L BOT PL OR 8"O.C.2x BOT PL O.C. z F Lu1 TO FALL ON DIFFERENT STUDS. � 0 15/32"APA RATED BLOCKED BOTH SIDES co N DD OF WALLS.OFFSET VERTICAL PANEL 10d AT 2"O.C. 10d AT 12"O.C. 5/8"DIA AB AT 8"O.C.3x BOT 5/8"DIA LAG SCREW AT 4" 1640 1170 3 JOINTS TO FALL ON DIFFERENT STUDS. PL O.C. NOTES: A. WHERE STONE VENEER IS AT A CONC OR �J MASONRY WALL ATTACH MASONRY BRICK TIE 9, TYPICAL SHEARWALL CONSTRUCTION TO WALL W/HILTI X-CF 0.138"x2"SHOTPIN W/ WASHER AT 16"O.C. EA WAY \sy TDW403 O KEYNOTES 2 TYPICAL BOTTOM PLATE ATTACHMENT DETAIL 1. BOT PL TDW105 S9.3 Z ui 2. SILL P 1 L � 3. KING STUDS PER SCHED 2 KEYNOTES: C_ 4. TRIMMER STUDS PER SCHED LOAD BEARING WALL STUD SCHEDULE 3 0 Q 5. CRIPPLE STUDS,TYP.SPACE PER SCHED 1. WOOD LEDGER PER PLAN v 6. HEADER PER PLAN 6"WALL TYPICAL 4"WALL TYPICAL / O 2. LEDGER CONNECTION AT EACH 2x STUD PER 0 7. DBL TOP PL WALL TYPE LEVEL SPECIAL MARK Ci STUD SPACING STUD SPACING ,-�� SCHED 0 _ Lu 8. BEARING STUDS PER SCHED �� 3. 16d AT 6"O.C.TO BLKG AT UNBLOCKED U) 0 9. BLOCKING PER"TYPICAL SOLID BLOCKING BETWEEN FLOORS"DETAIL 3 2x6 16"O.C. NA 7 ROOF/FLR DIAPHRAGMS. 16d AT 4"O.C.AT O OJ 10. FLR FRAMING SYSTEM 2 2x6 @ 16"O.C. NA 3 8 1 U BLOCKED ROOF/FLR DIAPHRAGMS 11. WALL STUDS PER SCHEDULE 7 EXTERIOR 6 4. FULL DEPTH BLKG •� 1 2x6 @ 16"O.C. NA E 3 2x6@16"O.C. NA - - -°- - - - - -°- - - - -°- - 5. EN AS OCCURS °I I°I 6. BN CORRIDOR 2 2x6 16"O.C. NA 7. FRAMING AS OCCURS PER PLAN O 1 2x6 @ 16"O.C. NAIII W 8. WOOD STUDS PER PLAN(16"MAX SPACING) �� PARTY WALL 0 3 2x6 16"O.C. NA EQ EQ A 2 4 REVISIONS: _ 6 O5 BETWEEN 2 2x6 @ 16"O.C. NA NOTES: UNITS 1 2x6 @ 16"O.C. NA A. SDWH INDICATES SIMPSON TIMBER-HEX LD OTHER 3 2x6 @ 16"O.C. NA SDWH1940ODB SCREW(4"LONG) INTERIOR 2 2x6 @ 16"O.C. NA B. DF L LUMBER. D=1.00, UNO o BEARING 1 2x6 @ 16"O.C. NA C. SINGLE LAYER OF PLYWOOD PANEL ALLOWED °cam' ELEVATOR AND 3 2x6 16"O.C. NA ELEVATION BETWEEN STUD AND LEDGER o STAIR SHAFT 2 2x6 @ 16"O.C. NA OPEN STUD WALLS 1 2x6 @ 12"O.C. NA 3 4 3 4 I BLDG DEPT 10/12/18 NOTES: REV DESCRIPTION DATE Lu / OPEN 1. SEE ARCH PLANS FOR WALL WIDTHS WHERE BOTH 2x4 AND 2x6 STUDS ARE ALLOWED BY THE ABOVE SCHED 8 i w 2. FRAME WALLS WITH NO.2 GRADE MATERIAL LINO ON PLAN OR SCHEDULE o J 3. SEE PLAN FOR POSSIBLE EXCEPTIONS TO THIS SCHED - v 3 c (V � N N z_ N 4. FRAME WALLS PER STRICTEST OF APPLICABLE WALL TYPE CATEGORIES BA PROJECT# 1610105 STONE VENEER AT STUD WALL "' u')E 2 " 4 "' PLN PROJECT# 17077 MARRIOTT# 4476 3 0 0 TDW301 cv 5 L OIL N - `" z v 2 PERMIT# - 9 KEYNOTES: 7 APN# 058-66-012 TRIMMER AND KING STUD OPENINGS O� O� 1 =-' 7 1. SHADING INDICATES ROOF SHEATHING 10 OPENING TRIMMER KING PER PLAN SECTION A - 2x6 SECTION A - 2x8 SECTION A - 2x10 AND 2x12 Q WALL TYPE LEVEL SPECIAL MARK 2. 2x6 EA SIDE OF OPENING u WIDTH STUD STUD 3. CS16 STRAP, EXTEND 2'-0"BEYOND SCREW SPACING SCREW SPACING SCREW SPACING DATE: 11/13/2018 oUPT04' 1 1 � � OPENING IN EA DIRECTION W/BLKG AS DRAWN: JK LU � � rr, 6 3 UP TO 6' 1 1 7 NEEDED CHECKED: JM UP TO 8' 1 1 4. ROOF JOIST OR ROOF TRUSS PER PLAN Q LKG AS NEEDED BELOW STRAP UP TO 4' 1 1 2 3 6. OPENING N ROOF DIAPHRAGM W/BN AT Q EXTERIOR/CORRIDOR 2 UP TO 6' 2 1 -1 L -1 L 6"O.C.ALONG PERIMETER OF OPENING ° °° TO BLKG AND JOISTS SHEET TITLE: w 11 11 11 UP T04' 2 2 °° °° °° °° 7 GIRDER PER PLAN AS OCCURS WOOD LEDGER SCHEDULE TYPICAL WOOD oJ 8 1 UP TO 6' 2 3 6 \\ CONNECTION DETAILS C) UP TO 8' 3 3 n MARK MEMBER NAILS SCREWS f� 3 4 PARTY WALL BETWEEN 2 UP TO 3' 1 1 4 �� 4 WL24 2x4 (2) 16d UNITS N OPEN 1 UP TO 3' 1 1 WL26 2x6 (3) 16d (2)SDWH OTHER INTERIOR 3 UP TO 3' 1 1 ° °°� ° °° I. WL28 2x8 (4) 16d (3)SDWH O BEARING 2 UP TO 3' 1 1 2 5 WL210 2x10 (5) 16d (4)SDWH `0 1 1 1 UP TO 3' 1 1 1 WL212 2x12 (4)SDWH WOOD LEDGERS DENOTED W/AN"S"(WL26S,WL28S, Q ETC)SHALL ONLY BE INSTALLED W/SCREWS - SHEET NO.: GROUN c - \ O F- (S,01TYPICAL WOOD STUD WALL CONSTRUCTION 6 TYPICAL STRAPPING AT DECK OPENING 3-'\\,TYPICAL WOOD LEDGER AT WOOD STUD WALL S9m3 9� TDW601 5�'' TDW707 3 TDW211