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SEE STRUCTURAL NOTES AND -� NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD OR BLOCKING F OU FIRST F R ROWSOF TRUSSES a EDGES OF 2x4 CRO�S BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. L— — — — — — — — — — — — — — SIMPSON HGAM10KI w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x 3/4" TITEN TO CMU 2X4 "T" ON TOP OF PANEL RInCKINC FASTEN WITH 1 Odx3" @ 4" O/C SPACED @ 48" O.C. 5/8"x 10" "J" BOLT @ 32"O.C. MINIMUM 6" FROM - PLATE SPLICES W/ 3/16"X2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL WEB, USE MSTAM36 W/ (7) SECTION 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. TiTEN ON OUTSIDE TOENAIL W/ (2) 16d NAILS 2"x4" OUTILOOKER @ 24" O.C. 45' 2x6 P.T. SILL 24" MAX. \-SIMPSON H10A w/ (18) 10d x 1 12" @ EA. OUTLOOKER L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED Wl 1 Od NAILS @ 61, O.C. EDGES AND 12" O.C. FIELD lOdX3" @ 3" O/C THROUGH CHORD �INTO 2"4" P.T. PLATE _ WEEP SCREED INSTALLED PER MANUF. MOISTURE BARRIER SIMPSON HETA20 W/ (9) 1 Odxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" 0. C. MAX) W/ M IN. 4" EMBEDMENT IN KO BLOCK BACKNAIL W/ (2) 16d NAILS —\ SIMPSON Hl OA wl (18) SEE STRUCTURAL NOTES AND 10d x 112" AT EA NAILING SCHEDULE FOR OUTILOOKER SHEATHING DETAIL BACKNAI L w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL TOP CORD BLOCKING 45'± 2X4 CONT"L" BRACE FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT EDGES OF SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO @ 8'-0" O/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A wl (10) 8d EACH JOINT Wl (2) 1 Od FROM LEDGER TO & (2)10d TOE NAILS @ BLOCKING EA. END GYPSUM WALL BOARD GABLETRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" CORD ATTACHED W/(2)16d TOENAILS OSB SHEATHING ATTACHED 2"x4" LEDGER (MATCH BOTTOM CHORD L wl 1 Od NAILS @ 6" 0. C. EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) 2"x6" P.T. SILL NOTCH 1" BRACE HERE 5/8" x 10" "J" BOLT @ 48" O.C. I WEEP SCREED SIMPSON HETA20 W/ (9) 1 Odxl 1/2" NAI LS AT 6-011 INSTALLED PER MANUF. O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION SCALE: N.T.S. BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR SEE STRUCTURAL X-BRACING, AND TOP C�! x NOTES AND NAILING SCHEDULE FOR CHORD BLOCKING oo 00 cD SHEATHING DETAIL INFORMATION 2"x4" CROSS BRACE WOOD TRUSSES APPROX. 8" FROM 00 50 L RIDGEFASTENEDAT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 NAILS @ EA. END 10d & (2) 10d TOE TRUSS SPANS 2X4 PANEL BLOCKING ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS Wl (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2X4 BLOCKING @ 24" TRUSSES FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207', L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & NOTES: BOTTOM ATTACHED TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL (SPACE AS SHOWN FOR 3-PLY) OF THE COLUMN ARCHITECTURAL FINISH " " SIMPSON Hl OA w/ (18) 1 Od x 1 12" AT EA. SI MPSON SP4 wl (6) 1 Od x OUTILOOKER 112" AT EA STUD (USE SP6 FOR 2 6 WALL USE TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL , SP8 FOR 2x8 WALL) 2x4 OUTLOOKER @ 24" O.0 (OPTIONAL -SEE 4" MAX. ELE'VATIONS) DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 1 Od & (2) 1 Od 2 TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 PANEL BLOCKING @ 48" 2x BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2X4 "T" ON TOP OF PANEL BOTTOM ATTACHED W/ (2) 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. �5 SIMPSON H10A W/ (18) 1 Od x 1 12" AT EA. OUTLOOKER (2) 16d NAILS 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x7 LAG SCREWS OR EQUAL 2X4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 9 - , COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF , NON - LOAD BEARIN LOCATION D� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" l'-O" ADDITIONAL INFORMATION. TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SCALE: N.T.S. 9 SCALE: N.T.S. �5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 1 Od PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING 'ROSS BRACING -�77 WOOD TRUSS S AT LEAST TWO TRUSS SPACES 3EE PLAN FOR E OCATIONS) j 1 Odx3" O/C @ 2'x� TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS 12" MAX. JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. S5 GABLE END BRACING DETAIL ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. -MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2X4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGESOF SHEATHING TYP. 2� MAX. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS ,1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. AND 110 E C. FIELD '4JJACK TRUSS SEE PLAN FOR ONNECTION 2x4 BLOCKING Wl (2) 12d TOENAILS BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA, END TYP. TOP & BOTTOM ATTACHED Wl (2) 16d TOENAILS 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND 2� MAX. AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KTw/(4)1/4"xl 1/2" SIDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD DBL. TOP PLATE STUD WALL (SEE TYP. SE SECTION r4 SCALE: N.T.S. �5 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3) 1 Od x 3" AT 0 _\ EACH CONN. @ 24" O/C MOISTURE BARRIER \�BOND BEAM MASONRY WALL '�ARCHITECTURAL FINISH NON - LOAD EXT. WALL CONN. "- BEARING LOCATIOq(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S5 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"4" (U.N.O.) 1" BRACE 24" 010" - T-O" T-O" - 6'-0" 6-10" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" 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 1 Odx3" NAILS @ 4" OIC. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SIDS GABLE END BRACING DETAIL SCALE: 34'=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Zj]Mf-Z:iUN Wl 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN z Lu 2= 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O,C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAI SCALE: N.T.S. W�j j) 4 L 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. l" BRACE ATTACHED 16d NAIL W/ 10d NAILS @4"O.�. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DET 6 SCALE: N.T.S. DIAPHRAGM BLOCKING 48 @7 GABLE TRUSS O/C TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 1171 BRACE /"--7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX 'X'BRACE SEE DIET. J/S5 CONTINUOUS BOTT04 CHORD BRACING 2X4 MIN. Lu I d 9 C? 9 C) z ED Lu w 9 9 9 9 ;t Lu d I Lu NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS] 1-13 SCALE: N.T.S. L SCISSOR TRUSS 2X4 BRACING (9 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED Wl (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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.' 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