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on N KEYNOTES: KEYNOTES: NOTES: KEYNOTES: KEYNOTES: . U - 1. DRAG STRIP W/(2)ROWS BN PER PLAN. 1. WALL SHEATHING PER PLAN AND SHEARWALL A. LOCATE SPLICE AWAY FROM SHEARWALLS 1. JOINTS IN DBL TOP PL SHALL BE OFFSET AT 1. WALL SHEATHING PER PLAN AND , ui DRAG STRIP NAILING MAY COUNT AS BN AS loCS ##„ SCHED WHERE POSSIBLE.AT LOCATIONS WHERE LEAST 48"MIN OR AS REQ'D FOR SPLICE SHEARWALL SCHED OCCU2. STRAP PER PLAN. INSTALL ABOVE AND BELOW TOP PL CANNOT BE LAP SPLICED, USE NAILING 2. STEEL COL PER PLAN = 1 2 2. ROOFFLR SHEATHING PER PLAN STRAP SCHEDULE OPENING AS SHOWN AT WINDOW.AT DOORS, STRAP PER PLAN 2. JOINT IN TOP MOST MEMBER 3. 3x OR DBL 2x WOOD STUDS ATTACHED TO O N 3. BLOCK BETWEEN EA JOIST AND ABOVE ELIMINATE LOWER STRAP B. NOT ALL STUDS SHOWN FOR CLARITY 3. JOINT IN BOT MOST MEMBER STEEL COL W/5/8"0 x 4"LONG WELDED U SHEARWALL PER SCHED END LENGTH CONTINUOUS STRAP 3. END LENGTH PER SCHED 4. ALIGN STUD BENEATH CENTER OF SPLICE AT THREADED STUDS AT 16"O.C. M 4. WALL SHEATHING PER PLAN FASTENERS NAILING AT BLKG STRAP END LENGTH 4. 2x WOOD STUD WALL PER"TYPICAL WOOD STUD BREAK 5. STUD WALL PER PLANCS20 9" (7)8d 8d AT 2"O.C. WALL CONSTRUCTION"DETAIL 5. 16d NAILS PER PLAN EA SIDE OF JOINT OF COL NOTES: 0 8 6. BOLT PER SCHED 5. SOLID BLKG UNDER STRAPS DBL TOP PL.SPACE NAILS IN SAME LINE 2" 3 CS18 11" (9)8d 8d AT 2"O.C. 6. EXTEND STRAP AND BLOCK TO END OF O.C. MIN.STAGGER NAILS AND SPACE A. AT NON SHEARWALL LOCATIONS IT IS RED INC ARCHITECTS 7. WOOD JOISTS PER PLAN, RUN CONT AS ACCEPTABLE TO ATTACH SINGLE 2x STUD 1217 J STREET,MODESTO,CA 95354 CS16 13" (11)8d 8d AT 2"O.C. SHEARWALL. NAIL PER SCHEDULE EVENLY TO AVOID SPLITTING REQ'D 209.522.8900 8. LTP4 PER SCHED CS14 16" 15 8d 8d AT 2"O.C. 6. NAILING PER TYP NAILING SCHED 1 TO STEEL COL W/STRONG DRIVE TB WOOD 7 6 4 9. PLYWOOD SPLICE MAY BE USED IN LIEU OF CMSTC16 20" (25)16d SINKER 16d SINKER AT 2"O.C. NOTES: TO STEEL SCREW AT 24"O.C. LTP4 W/EN ABOVE AND BELOW SPLICE AS CMST14 30" 2 (33) 10d 10d AT 2"O.C. A. AT CONTRACTOR'S OPTION STRAP MAY BE O EAE: SHOWN } 5 CMST12 39" (43) 10d 10d AT 2"O.C. CONT ACROSS OPENING B. STRAP SHALL BE PLACED ON EXTERIOR OF 6 2 6 3 o NOTES: SHEATHING - - QROFESS/o 3 o S a� ry AT ROOF C. WALL PANELS ABOVE AND/OR BELOW OPENINGS �� o EPiy o A. BOLT AND LTP4 OPTIONS BOTH SHOWN. �� y �� Q CONTRACTOR MAY CHOOSE WHICH TO USE SHALL BE CONSTRUCTED AS SAME SHEARWALL T m� v� m w TYPE AS ADJACENT FULL HEIGHT PANEL PER ^_� O �, O S4634 = A U PLAN AND SHEARWALL SCHED �JCY7 EXP: 12/31/2 w m cn 4 T R CTO a 5 4 4 5 SYMMETRICAL ABOUT CL F OF Cpl\FO 1 CL04/1 7/2019 0 2 1 Lu r I I I I 11 5 TYPICAL TOP PLATE SPLICE 1 TYPICAL NAILER AT STEEL COLUMN PLAN VIEW CONSULTANT: $ II _ � � 11 - - -11 _II II s92 s9.2 X O 9 3 - - - - - - - - - - - - - - - - - - - TDW404 TDW703 0 I II II I 2 II II 5 I M H 7 71 z 4 7 KEYNOTES: NOTES: KEYNOTES: w (J 6 0 - 1. 16"MIN BETWEEN HOLES A. SHEAR PANEL USING EITHER PLYWOOD 1. 3/8"OR 1/2"SOLID PLYWOOD PANEL WITH 8d AT 6" 5 O 2. MAX HOLE DIA SHALL BE 40% OF STUD PANEL OR PREFAB TRUSS BLKG TO BE O.C.AT EDGES.WHERE SHEAR WALL OCCURS El U) WIDTH,60%OF STUD WIDTH IF STUD IS INSTALLED PER DETAILS BELOW, INCREASE SHEATHING AND NAILING TO DOUBLED UP TO AND NO MORE THAN(2) B. BLKG AT TOP EDGE TO BE VERT WHERE MATCH AT FLOOR OPTIONAL PLYWOOD SPLICE 4 SUCCESSIVE DOUBLED-UP STUDS ARE INSTALLED UNDER LOAD BEARING WALLS 2. NAIL T&B CHORD TO FRAMING PER DETAILS OR ENGINEERING SYSTEM SOLUTIONS BORED. MAX HOLE DIA SHALL BE 50% FOR A OTHERWISE BLKG MAY LAY VERT OR HORIZ SCHED sTRucTu BUILDING RELAATIONSHSIssIONING SINGLE STUD W/A SIMPSON HSS2 STUD C. TRUSS MFR TO DESIGN PREFAB BLKG FOR 3. SOLID 2x MIN BLKG AT EA EDGE OF PLYWOOD EXCEEDING EXPECTATIONS SHOE LATERAL FORCE OF 360# PANEL,ANCHOR TO ADJACENT TRUSS/JOIST W/ www.es2eng.com FASTENER SCHEDULE OPEN 3. MAX NOTCH SHALL BE 25%OF STUD WIDTH. (6)16d FACE NAILS UNO 4943 NORTH 29TH EAST,STEA 1 1 1 O MAX NOTCH SHALL BE 50% FOR A DOUBLED- 4. SOLID 2x FRAMING AT EDGES OF BLOCK-TRUSS IDAHO FALLS,IDAHO 83401 UP STUD W/A SIMPSON HSS2 STUD SHOE PL AT CORNERS PER MFR PHONE:(208)552-9874 SHEARWALL MIN BLOCK OR LTP4 LTP4 BOLT SIZE BOLT SIZE SOLID 2x DIAG TO PROVIDE ADEQUATE LATERAL TYPE RIM THICKNESS 16"JOIST SPACING 16"JOIST SPACING 16"JOIST SPACING 16"JOIST SPACING 4. NOTCHES SHALL BE LOCATED IN TOP OR 5. JOB NUMBER: 17.1019 BOT1/4 OF STUD HT ONLY STRENGTH,AS PER NOTE C TlEEPLANS,GRA�, 1,�GG��G"s�>�� EP PER>YGPENG��RwG 2 sVST�ISOLLTIGNs�,DSHaLL.>oTaeR�PRGGGC�G� F0RMWff G-N CONSHMI'.ALL AR[RESPAVPD.COPYRIGHT A 13/4 1 PER BLOCK OR 23"O.C. 1 RICHTC 2018 ENCRJ-1-SVST[M SGLUfIONS PER BLOCK OR 23"O.C. 3/8"0 x 8" 7/16"0 x 61/2" 2 1 3 B 13/4 1 PER BLOCK OR 16"O.C. 2 PER BLOCK OR 16"O.C. 7/16"0 x 61/2" 7/16"0 x 61/2" NOTES: 5 C 31/2 (2)PER BLOCK OR 12"O.C. (2)PER BLOCK OR 12"O.C. 7/16"0 x 61/2" 5/8"0 x 8" 5 A. REMAINING WOOD AT HOLE/NOTCH SHALL 4 D 31/2 2 PER BLOCK OR 9"O.C. 3 PER BLOCK OR 9"O.C. 1/2"0 x 7" 5/8"0 x 8" rr LBE UNDAMAGED T °T r ° 0 3 B. HOLES SHALL NOT BE LOCATED WITHIN Z-0" NOTES: 2 OF A NOTCH 1. AT CONTRACTOR'S OPTION,ANY OF THE ATTACHMENTS ABOVE MAY BE USED C. DO NOT OVERCUT NOTCHES 2. USE(2)BOLTS PER BLOCK /0 ��w 2x6 3. SHEARWALL TYPE PER PLAN. USE GREATER REQUIREMENT OD SHEARWALL ABOVE OR BELOW 25% 7/8" 13/8'. IF 4. SHEAR TRANSFER BLKG REQ'D ON DRAGLINES ONLY, UNO ON PLANS. BLOCK BETWEEN JOISTS AT OTHER LOCATIONS W/TYP0 O3 � n.-.Rd JOIST BLKG PER JOIST MFR / 40% 13/8" 2 3/16" O ao 5. RIM BOARD TO BE LSL 50% 13/4" 2 3/4" Mo S M T E S 60% 1 2 1/16" 1 3 1/4" p Y ll�ll A USI USS O T T PLYWOOD SHEAR PANEL PREFAB TRUSS BLOCKING 12 TYPICAL SHEAR TRANSFER 9 TYPICAL STRAPS AT OPENING 6 TYPICAL HOLE OR NOTCH IN BEARING WALL/STRUCTURAL STUD 2 TYPICAL SHEAR PANEL BLOCKING TDW602TDW505TDW701TDW402 KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: 1. FACE NAIL TOP PL TOGETHER W/(10) 16d MIN 1. CONT DBL TOP PLATES EA SIDE OF PENETRATION(OR(6)SDS1/4x3). 1. WALL STUDS PER"TYPICAL WOOD STUD WALL 1. HOLDOWN PER PLAN 2. BEAM PER PLAN STAGGER NAILS AND SPACE EVENLY TO 7Q 2. WALL SHEATHING PER PLAN AND SHEARWALL 3. FULL-DEPTH BLOCK OR PANEL AVOID SPLITTING CONSTRUCTION"DETAIL Z SCHED Of BLOCKING AT TRUSSES 2"O.C. 2. INSTALL(1)SIMPSON RPS18 STRAP ACROSS 2. 1/ BLOCK AROUND OPENING 14 3. 14 1/ 3. STUD WALL PER PLAN - 2"WIDE x 30"TALL MAX OPENING O 4. DIAPHRAGM BN MIN TYP PENETRATION AT BOTH TOP PL.CENTER 1 4. 2x BLKG,TYP ATTACHED W/(2) 16d TOENAILS AT 4. END POST PER PLAN. SEE NOTE A. 5. STRAP PER PLAN AND SCHED 1 2 STRAP ACROSS PENETRATION AND NAIL PER Q 5. CONC WALL OR FDN PER PLAN o EA END 6. END OF STUD WALL MFR z U 6. SHEATHING MAY BE NOTCHED AT HOEDOWN . END OF BEAM 3. 2 1/4"0 MAX HOLE CENTERED IN WALL 5. SIMPSON CS16,TYP. APPLY STRAP TO FACE OF 7 � N � STRAP ONLY TO PROVIDE SMOOTH TRANSITION THROUGH DBL 2x4 TOP PL. 31/2"0 MAX HOLE SHEATHING. NAIL W/8d AT 4II O.C. EXTEND 7. PROVIDE MIN OF(1)#4x40"LONG REBAR WITHIN NOTES: CENTERED IN WALL THROUGH DBL 2x6 TOP PAST EDGE OF OPENING AS SHOWN AND NAIL HATCHED AREA.CENTER ON STRAP. PROVIDE 3 E (13)8d NAILS DRAG STRAP SCHEDULE PL REBAR CLR COVER PER GSN AND"MINIMUM 2 6. EN PER SHEARWALL SCHED COVER FOR REINFORCING STEEL"DETAIL A. FOR DF/SP AND SPF/HF LUMBER 4. 3"WIDE MAX x 1 1/2"DEEP MAX NOTCH MAY 2. 0.. 7. SHEATHING PER PLAN AND SHEARWALL SCHED CAPACITY END LENGTH AND NAILING BLOCK LENGTH AND NAILING(NOTE B) B. 200 PLF DIA CAPACITY BE INSTALLED IN DBL 2x4 TOP PL FOR HVAC 8. 2x DBL END STUD.STITCH NAIL TOGETHER PER " C. AT PARALLEL CONDITION B,STRAP LINE SETS IN LIEU OF HOLE PER KEYNOTE 1. 6 MIN "TYPICAL WOOD STUD WALL CONSTRUCTION" DS CS18 1370# 11"W/(9) 10d 7 0 W/10d AT 4 O.C. OPEN NOTES: MAY BE PLACED ON TOP OR BOT OF 1 O NOTCH MAY BE 4"WIDE x 2 1/2"DEEP MAX AT DETAIL.SEE NOTE A. DS-CS16 1705# 13"W/ 11 10d 9'-0"W/10d AT 4"O.C. BEAMS DBL 2x6 TOP PL 3 A. OPENING WIDTH SHALL NOT EXCEED 5% OF 9. 2x TRIPLE END STUD. STITCH NAIL TOGETHER DS-CS14 2490# 16"W/(15) 10d 12'-0"W/10d AT 4"O.C. D. DIMENSIONAL LUMBER FRAMING 5 6 TOTAL SHEARWALL LENGTH SPECIFIED ON PER"TYPICAL WOOD STUD WALL DS-CMSTC16 4585# 25"W/(29)16d SINKER 23'-0"W/16d SINKER AT 3"O.C. SHOWN.TYP FRAMING MEY BE NOTES: PLANS CONSTRUCTION"DETAIL. SEE NOTE ADS-CMST14 6490# 34"W/(38) 10d NOT ALLOWED TRUSSES OR I JOISTS B. BLOCK AND STRAP AT TOP NOT REQ'D WHERE NOTES: DS-CMST12 9215# 44"W/ 50 10d NOT ALLOWED A. A MAX 1"0 HOLE THROUGH 2x4 DBL TOP PL TOP OF OPENING IS AT DBL TOP PL 21 2 AND 2"0 HOLE THROUGH 2x6 DBL TOP PL 4 o Z C. BLOCK AND STRAP AT BOT NOT REQ'D WHERE 40MAY BE INSTALLED W/0 THE STRUCTURAL � 6 BOT OF OPENING IS AT BOT PL A. SOLID POST OR BUILT UP POST PER PLAN. EA SPECS ABOVE, PROVIDED THAT THE HOLE IS `� SHOWN HERE FOR ILLUSTRATION PURPOSES D. NO BLOCK AND STRAP REQ'D AT 6"x6"HOLE OR o O ONLY �� CENTERED IN THE TOP PL WIDTH SMALLER B. AT DN PROVIDE MIN CLR COVER PER GSN AND 0 2 �� O B. FOR NOTCHES(OR OV D A. HOLES) E. STUD FRAMING SHALL NOT BE CUT UP TO 6 1/2"WIDE x 4 1//44""DEEP AT 2x6 TOP "MINIMUM COVER FOR REINFORCING STEEL" PL, PROVIDE(2)SIMPSON RPS28 STRAPS PER a OIL 2 MFR(ONE EA PLATE).ALIGN A STUD AT EA O SIDE OF THE NOTCH 2 44iU- (DI, 5 cy2 7 TYPICAL HOLE IN DOUBLE TOP PLATE 3 TYPICAL SMALL OPENING IN SHEARWALLEN LENGTH N NAILING END LENGTH AND NAILING TDW702 �� TDW503 o/ ND LENGTH LEND LENGTH�o AND NAILING'l AND NAILING c07 A z 3 KEYNOTES CONT: KEYNOTES: KEYNOTES: Q 0 CONDITION A CONDITION B 8. 1 1/2"MIN FROM ROUGH OPENING TO PLYWOOD 1. WALL SHEATHING PER PLAN AND SHEARWALL 1. RECESS BOLT HEADS 1"INTO NAILER 0 O c- *SEE NOTE C SHEARWALL SHEATHING(1 1/2"AT(1)T;3"AT(2) SCHED 2. 3x NAILER W/5/8 0 WELDED THREADED 0 Q T, ETC. ) 2. LOCATION OF STRAP AT END OF SHEARWALL. STUDS AT 16"O.C.ALTERNATED SIDES ✓ 9. WINDOW OPENING TYPE OF STRAP PER PLAN 3. STEEL BEAM PER PLAN Cl O PARALLEL CONDITION 10. TRIMMER STUDS 3. DISTANCE FROM CORNERS TO CENTER OF STRAP a O _ Lu 11. WOOD POST OR DBL END STUD PER SHEARWALL EQUALS WIDTH OF WALL(MAX) z 0 SCHED MAY COUNT AS KING STUDS AS REQ'D 4. 16d FACENAIL AT 16"O.C. p OJ 3 4 PER PLAN 5. FULL HT WOOD STUD,TYP U N /\✓ 12. LOCATION OF BOLTED HOLDOWN PER PLAN 6. 16d FACENAIL AT 6"O.C. E PLAN VIEW SECTION A 7. SHEATHING MAY BE INTERRUPTED AT Q INTERSECTING WALLS UNO ON PLANS. NAIL TO Q- SPACER STUD AS SHOWN - u HHDQ HOLDOWNS REVISIONS: 5 11L L LENGTH AN NAILING BLOCK LENGTH AND NAILING LD (D-\ 2 1 .Q 6 8 0 8 O 8 a� 1 2 � 0 2O �/ 1 2 0 8 PERPENDICULAR CONDITION o L 5 REV DESCRIPTION DATE - 3 O 1 TYPICAL DIAPHRAGM DRAG STRAP DETAIL BA PROJECT# 161010 co EsU TDw7o8 EXTERIOR SHEATHING AT CORNER EXTERIOR SHEATHING AT WINDOW 4 TYPICAL WOOD NAILER AT STEEL BEAM PLN PROJECT# 17077 3: TDW704 MARRIOTT# 4476 L ~ PLAN VIEW SECTION B KEYNOTES: PERMIT# - cn APN# 058-66-012 1. WOOD POST PER PLAN AND/OR SCHED BOLT-TYPE HOEDOWN L ^ 2. SOLID BLKG BETWEEN FLOOR(MATCH COL U ,� 1 WIDTH AND DEPTH FROM ABOVE) O3 U X 4-1 DATE: 11/13/2018 oNOTES: J DRAWN: JK Q O- A. BUILT-UP BLKG SHOWN BUT SOLID LUMBER O i, 7 1 CHECKED: JM Q, MAY BE USED � 2 5 1 0 �'J 2 { o Q- 4 SHEET TITLE: c 2 6 TYPICAL WOOD L > >/ 6 DETAILS 3 L%d1 INTERIOR SHEATHING AT CORNER INTERIOR SHEATHING AT WALL INTERSECTION 5 � 1 a� 0 0 "o./L L PLAN VIEW SECTION C CDL of SHEET NO.: STRAP-TYPE HOLDOWN co L 13 TYPICAL HOLDOWN AT CORNER 11 TYPICAL SOLID BLOCKING BETWEEN FLOORS 8 TYPICAL END OF PLYWOOD SHEARWALL TDW407 �� TDW204 �� TDW504 S9 .2