Laserfiche WebLink
SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM -FIR STUDS AND HEM -FIR PLATES <br />SHEARWALL PER PL) <br />FLOOR DIAPHRAGM EDGE NAI <br />RE: NOTES SECTION 06160 <br />2x CONT. <br />OM PLATE NAILING PER <br />RWALL SCHEDULE <br />11 /S1.2 & 10/S1.2 <br />R SHEATHING <br />NOTES SECTION 06160 <br />LKG. W/.148"DIA.0 ® 3"OC <br />:K TO RIM <br />REQUIRED FOR P6) <br />W/(12) 0.131" DIA. X 1 1/2" <br />SHEARWALL SCHEDULE FOR <br />ING <br />RIM/BLOCKING TO TOP PLATE--- <br />CONN. PER SHEARWALL <br />SCHEDULE A35/LTP4 SHEARWALL PANEL EDGE NAILING <br />W/(12) 0.131" DIA. X 2 1/2" PER SCHEDULE <br />SHEARWALL PER PLA <br />SCALE: NONE <br />TYPICAL EXTERIOR SHEARWALL CONNECTION <br />1 ID a I <br />SCALE: NONE <br />I I <br />NOT USED <br />1. EXTERIOR BEARING <br />SUPPORT <br />\ <br />2* <br />RE: 1/S1.2 <br />FOR BALAI\ <br />OF SECTIOP <br />CONT <br />PEN <br />RIM/BLOCKING TO TOP PI <br />CONN. PER SHEARWALL <br />LTP4 W/(120 0.131" DIA. <br />NS <br />/S1.2 & 10/S1.2 <br />35 W/(12) 0.131" DIA. X 1 1/2" <br />E: SHEARWALL SCHEDULE FOR <br />PACING <br />SHEARWALL PER PLAN V� <br />SCALE: NONE <br />-, TYPICAL EXTERIOR SHEARWALL CONNECTION <br />PRO\ <br />WASI <br />U.N.( <br />SCALE: 3/4"=1'-0" <br />FOUNDATION SILL PLATE AND STUDS <br />PER SHEARWALL SCHEDULE TYP. <br />LT PER SHEARWALL SCHEDULE <br />R PLAN <br />TYPICAL SHEARWALL <br />ANCHOR BOLT TO CONCRETE <br />ROOF/FLOOR SHEATHING NOTES <br />1. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. <br />PANEL EDGES (B.N.) <br />2, EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD <br />SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS <br />3_ INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS <br />4, SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE <br />5, LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR <br />TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. <br />6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" <br />7, MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" <br />8• NAILS SHALL NOT BE OVER DRIVEN <br />ROOF/FLOOR SHEATHING LAYOUT <br />(1) 1 1/2" (2) 1 1/2" CONT. 3 1/2" <br />CONT. RIM RIM PLUS BLOCKING SOLID <br />BELOW BELOW RIM <br />ELOW <br />At <br />Ld RIM TO BLOCKING <br />.148"DIA.x3" NAILS <br />Cr w w ® 3"OC TYPICAL <br />uj Lo <br />N N N <br />1 1/4" 3/4" <br />(1) ROW (2) ROWS (3) ROWS <br />CENTERED ON CENTERED ON CENTER ON <br />RIM BELOW RIMS BELOW RIM BELOW <br />P6TN, P6 P4 & P3 P2, 2P3, 2P4, 2P2 <br />SCALE: NONE <br />10 BOTTOM PLATE NAILING PATTERN <br />RE: 1/S1.2 <br />FOR BALANCE <br />OF SECTION <br />CONT. 4x RIM <br />RIM/BLOCKING TO TOP PLATE <br />CONN. PER SHEARWALL SCHEDULE <br />LTP4 W/(120 0.131" DIA. X 2 1/2" <br />4) ROWS <br />11.2 & 10/S1.2 <br />\35 W/(12) 0.131" DIA. X 1 1/2" <br />ZE: SHEARWALL SCHEDULE FOR <br />SPACING <br />ZING (2) SIDES <br />SHEARWALL PER PLAN <br />SCALE: NONE <br />TYPICAL EXTERIOR SHEARWALL CONNECTION <br />2 P-L2 P- <br />JIIYif_JV17 L 11. T <br />W/(12) 0.131" DIA. X 1 1/2" <br />WHEN APPLIED DIRECT TO FRAMING <br />SCALE: NONE <br />® TYPICAL SIMPSON LTP4 <br />WALL BELOW <br />SCALE: 3/4" = 1'-0" <br />SIM. @ (2) 2x FRAMING AT <br />ADJOINING PANEL EDGES. <br />SHEARWALL BEYOND PER <br />SHEAR WALL SCHED. TYP.- <br />^N 11N0003 COIL STRAP <br />AG STRUT PER PLAN <br />ST PER PLAN - TYP. <br />)CKING OR BEAM <br />t PLAN <br />ARWALL BEYOND PER <br />:ARWALL SCHED. 3/S9.0 <br />'ICAL <br />* CONTINUOUS COIL STRAP <br />DRAG STRUT PER PLAN <br />* CS20 <br />0.148" DIA. X 2 1/4" AT 6" O.C. WALL ABOVE <br />STAGGERED <br />(14) 0.148" DIA. X 2 1/4' AT <br />SHEARWALL <br />DRAG STRUT DETAILS <br />WALL <br />PANEL <br />FIELD <br />BOTTOM PLATE O <br />RIM OR BLOCKING TO TOP PLATE CONN. <br />FOUNDATION <br />FRAMING <br />ANCHOR BOLT <br />0.148"x3.25" <br />LTP4 DIRECT <br />TYPE <br />SHEATHING <br />EDGE <br />NAILING <br />NAILING <br />SILL PLATE <br />AT ADJOINING <br />PANEL <br />SPACING <br />5/8" DIA. <br />ROWS <br />SPACING <br />NAILING <br />(1) <br />(A) <br />TOENAIL <br />TO FRAMING <br />A35 ONLY 10 <br />02 <br />EDGES (5) <br />7- EMBED 0 <br />P6TN <br />7/16" SHT. <br />6" O.C. <br />12" O.C. <br />(1) <br />4" O.C. <br />4" O.C. <br />N/A <br />N/A <br />2x <br />2x <br />48" O.C. <br />ONE SIDE <br />P6 <br />7/16" SHT. <br />6" O.C. <br />12" O.C. <br />(1) <br />4" O.C. <br />N/A <br />24" O.C. <br />16" O.C. <br />2x <br />2x <br />48" O.C. <br />ONE SIDE <br />P4 <br />7/16" SHT. <br />4" O.C. <br />12" O.C. <br />(2) <br />6" O.C. <br />N/A <br />16" O.C. <br />2x <br />(2)2x OR 3x <br />18" O.C. <br />ONE SIDE <br />12" O.C. <br />P3 <br />7/16" SHT. <br />3" O.C. <br />12" O.C. <br />(2) <br />4" O.C. <br />N/A <br />12" O.C. <br />2x <br />(2)2x OR 3x <br />12" O.C. <br />ONE SIDE <br />10" O.C. <br />P2 <br />7/16" SHT. <br />2" O.C. <br />12" O.C. <br />(3) <br />6" O.C. <br />N/A <br />10" O.C. <br />3x <br />(2)2x OR 3x <br />24" O.C. <br />10" O.C. <br />ONE SIDE <br />2P4 <br />7/16" SHT. <br />4" O.C. <br />12" O.C. <br />(3) <br />5" O.C. <br />N/A <br />10" O.C. <br />10" O.C. <br />3x <br />(2)2x OR 3x <br />20" O.C. <br />BOTH SIDES <br />2P3 <br />7/16" SHT. <br />3" O.C. <br />12" O.C. <br />(3) <br />4" O.C. <br />N/A <br />8" O.C. <br />8" O.C. <br />3x <br />(2)2x OR 3x <br />16" O.C. <br />BOTH SIDES <br />2P2 <br />7/16" SHT. <br />2" O.C. <br />12" O.C. <br />(3) <br />3" O.C. <br />N/A <br />6" O.C.3x <br />6" O.C. <br />(2)2x OR 3x <br />12" O.C. <br />BOTH SIDES <br />SHEARWALL SCHEDULE NOTES: <br />1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. <br />2. RE: S1.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. <br />3. RE: S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. <br />4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. <br />5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6". <br />6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR <br />FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. <br />7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2"). <br />8. NAILS FOR BOTTOM PLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). <br />9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING. <br />10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. <br />11. GALVANIZED 3" X 3" X 1/4" PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. <br />12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. RE: DETAILS 1, 2, 3 & 6/S1.2. <br />13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. RE: DETAILS 1, 2 & 351.2. <br />14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. <br />15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. <br />16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. <br />17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. <br />18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/51.2 SIM. AND BOTTOM PLATE NAILING. <br />. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG) <br />11 SHEARWALL SCHEDULE <br />PLYWOOD FLOOR SHEATHING <br />RE: NOTES 06160 <br />O BOTTOM PLATE CONNECTION <br />RE: 1, 2 & 10/S1.2 <br />DIAPHRAGM EDGE NAILING - <br />PLYWOOD ROOF SHEATHING <br />DIAPHRAGM EDGE NAILING <br />TRUSS/JOIST BLOCKING <br />BLOCKING CONNECTION TO <br />TOP PLATE <br />DEDICATE STUD BAY AT <br />END OF SHEARWALL FOR <br />HOLDOWN. <br />ADD'L STUDS FOR HOLDOWN <br />PER SCHEDULE. <br />CONT. 2x RIM <br />W/BLOCKING IF REQUIRED <br />BLOCKING OR CONT. RIM CONNECTION <br />TO TOP PLATE 10 <br />HOLDOWN <br />RE: 10, 11, 14 & 15/S1.3 <br />PROVIDE PANEL AT NAILING <br />AT END OF WALL STUDS THAT <br />ATTACH TO HOLDOWNS TYPICAL . <br />AT ADJOINING PANEL EDGES PROVIDE <br />PANEL EDGE NAILING AND FRAMING PER <br />SHEARWALL SCHEDULE (STAGGER NAILS) <br />BLOCK ALL PLYWOOD EDGES NOT <br />SUPPORTED BY FRAMING MEMBERS AND <br />NAIL W/PANEL EDGE NAILING 3 5 <br />GALVANIZED ANCHOR BOLT RE: 5/51.2 <br />W/ 3 X 3 X 1/4" GALVANIZED WASHER <br />DIA./SPACING PER SHEARWALL SCHEDULE. 9 <br />FOUNDATION SILL PLATE <br />STAGGER NAILING <br />RE: SHEARWALL SCHEDULE FOR SIZE 10 <br />HOLDOWN ANCHOR PER PLAN <br />RE: 1 & 10/S1.3 <br />irl II II .71 _. <br />CONCRETE FOUNDATION <br />PROVIDE MINIMUM OF TWO BOLTS PER <br />PLATE WITH ONE BOLT NOT LOCATED <br />° Q A ^ <br />t I ° ° it <br />L� MORE THAN 12 INCHES OR LESS THAN <br />. ° d °d A I (7) BOLT DIAMETERS FROM THE END. 1� <br />SCALE: NONE <br />12 TYPICAL SHEARWALL NOMENCLATURE ELEVATION <br />o•s <br />0 <br />00 <br />a� <br />U <br />Z (Z <br />� w <br />C"2 cc) <br />o <br />co Cc <br />0 <br />Lo <br />w <br />N � � <br />� o <br />Q) <br />W M <br />o <br />Lo <br />U Lo <br />c o <br />C C\2 <br />m <br />Q <br />O <br />oob <br />N <br />v7 <br />w <br />00 <br />N <br />Lo <br />�- <br />it <br />� <br />a <br />w <br />0 <br />co <br />co <br />0 <br />OH <br />0 <br />> <br />�� <br />m <br />U <br />M <br />L- <br />:2 <br />X <br />3: <br />cn <br />w <br />C <br />i_- <br />O <br />w <br />O <br />�cild <br />N <br />O <br />O <br />a <br />U <br />T� <br />� <br />'`� <br />� <br />O <br />b1J <br />_ <br />r� <br />C�jH <br />-4J <br />V <br />� <br />w <br />w <br />