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SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO S BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C. SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 2"x4" OUTLOOKER @ 24" O.C. 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OUTLOOKER EDGES OF HEIGHT ' "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB @ 2x4 CROSS BRACE 8-0 0/C. WEB LENGTH & NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL " " NOTCH L BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. SS USP HGAM10 W/ (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 114 x 1 1/2" SCREWS EXT. WALL CONN. NON -LOAD BEARI G LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. -ER TO DETAIL J SHEET S5 FOR _ r r SEESTRUCTURAL AND TOP r NOTES AND NAILING DRD BLOCKING N _ _ SCHEDULE FOR ORMATION GO 00 00 SHEATHING DETAIL Ill. 1/ IlIOD 2"x4" CROSS BRACE TRUSSES f° - - 60 00 APPROX. 8" FROM RIDGE FASTENED AT RAT RUN BRACING 1 1 2 1 1 2 EACH JOINT W/ (2) 24" O.C. ON TOP OF 10d & (2) 10d TOE fT. CHORD FOR 4 NAILS @ EA. END JSS SPANS (ACHED W/ 2 -16d `7LJi1� `1 �' �j �' LJI IJl 2x4 PANEL BLOCKING EA. TRUSS JOINT " LAMINATIONS W/ (2) ROWS OF (2) 2 x 4" LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 @ 48" O/C FOR THE FIRST (4) ROWS OF BLOCKING @ 24° OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. :W/2-16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & =NAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS SONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ,-HITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING >EE PLAN FOR OCATIONS) 10dx3" O/C @ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K'_J� SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. V V I Y 1. L"/-%l Ill GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP • 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) • STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAI W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C - @ 24 O/C TOPCORD WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 7' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) t.vn . ur nnuva vvr roan iv �i i q - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BLOCKING W/ (2) 12d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOODOR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED 4 W/ 10d NAILS @ " O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL TT GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" OIC (TYP) \-BRACING W/(3)10d x 3" @ \- • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.@ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z W iZ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. CLU ui --- 0 z o W d w m C? o � d w b r 2 o b X a b b � � NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL it /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) C DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D r Z co 0 z� Q OJ crn �W w � p •U - w 0 T ~ E Vol 10, V �(z ~ U mn 0M W C f0 M tL9�M — Q8 = :� _O 0 = LL B N U� nf 05ao Y Q °a� O 0. rn<6 N C B D C N UC c ) 0) O N lam() LIDO N Q, o z Z W 1— O§ ";•�.l t '� p W o:, Ow m �. nr 47 RLAZ W1 0 .Lo 0 r.", T „ F � ° d o` To the best of the Engine' kn'd.�ey.into $nand belief, the structural plan;' cifica'- ebb nta I e within these drawings comply i B,'f a idaE� Code 5th Edition (2014) Residential. Edgijhtvhsignature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Zr4 0 � atermo + M O M Q 'M Ll) a°U" CL M O 0000 Q Z � WLU OR WU_0 w°w°Z~S� z UI-xNo0 OZ} z a o z Q Q U Q Q Z.� = g Z c�zgpuj b�w 0U)0 0 LU N cLH o N Ln N N Ln ,--I • J U, 0 Q ce w000� uj LL oEz apw&=z zCL oo oz �W�LU F� � —J o9�oo Q J1� � QwOQ Qv)_OwQ .1d, wXg z o N Q~LL � � z g JO a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 30B NO: 16-6653 SHEET NO. S5