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SIMPSON HGAMV W/ (4)1/4"xl 1/2"SDS SCREWS TO BLOCKING & 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING (2) 16d NAI Ls -7 IF >9" SEE 1 O/S6 SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45*± 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CRO1' BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO 0 RIDGE FASTENED AT N@4,KIKER _O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND Y8 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 1 Od & _---FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. /* BLOCKING 7/16" OSB SHEATHING END I ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16d TOENAILS t7 OSB SHEATHING ATTACHED V 10dX3' @ 3" O/C /-THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE 'x SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL ,,-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS Z 2x4 PANEL BLOCKING @ 48" . . 2x4 "T" ON T6P OF PANEL BLOCKING, 2"x6" P.T. SILL O.C. FOR CKING WEEP SCREED NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x BLO @ 48" O.C. INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH " " " " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C L 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES wi3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE SCALE: N.T.S. �5 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. EFER TO DETAIL J SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) ,-BRACING, AND TOP x SEE STRUCTURAL iN SHEET S5 FOR HORD BLOCKING NOTES AND NAILING 00 ;0 Ix 4FORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAILw/-/ VOOD TRUSSES (2) 16d NAILS 50 00 2"x4" CR03S BRACE APPROX. 8" FROM x4 RAT RUN BRACING RIDGE FASTENED AT It T 24" O.C. ON TOP OF tle EACH JOINT w/ (3) OTT. CHORD FOR 4 10d & (2) 10d TOE RUSS SPANS NAILS @ EA. END TTACHED W/ 2 - 16d T EA. TRUSS JOINT 2x4 PANEL BLOCKING (2) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE (2)16d NAILS-\ x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF (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 )/C w/ (2) 16d NOTES: TRUSSES FROM EA. OENAILS @ EA. END END TYP. TOP & IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED w/ (2) 16d TOENAILS RCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 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) L2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION (S�)ii SCALE: N.T.S. 1\ �5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E - E AND 12" O.C. FIELD EE PLAN FOR _'%�!��SCONNECTION JACK TRUSS 2x4"7'ONTOP0FP4NP' 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONK 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIiTG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9 ADDITIONAL INFORMATION. � �5 SCALE: N.T.S. SCALE: N.T.S. S5 1INIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. �W. 1 1. W GABLE END BRACING DETAIL 12" ALTERNATE NON -DROP GABLE END DETAIL I SCALE: N.T.S. RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END x @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "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/ 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 HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO ` TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 1 Od DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION I r4 SCALE: N.T.S. 1\ �5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING w/ (3) 10dx 3" AT EACH CONN. @ 24" O/C R.\_MOISTURE BARRIER ,-BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH BEARING LOCATION (UNEVEN CLG.) EXT. WALL CONN. @ NON LOAD r�E SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S5 "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2 x6" (U.N.O.) I-L" BRACE 24" 0'0" - T-O" T-O" - 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. BRACE TO EXTEND FULL HEIGHT OF GABLE. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWSTO TRUSS & (4)1/4"x3"SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16' O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING- --2x4 "T" BLOCKING @ 48" O.C. '11-16d NAIL / 1" BRACE ATTACHED 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE- N.T.S. 2x4 BLO 48" O.C. '_16d NAIL "L" BRACE ATTACHED W/ 10d NAILS TYPICAL TTI @ 4" 0. W 5:)4 GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C I GABLE TRUSS /I',- 4�1 TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"'-7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACINC 2X4 MIN. NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /1BOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MAR 0 4 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 04 04 0 N 4 U') LO 21 , C� �Z Ix < 'i �, N 44n . e 4( Z) z W i 0 z < a) LO E Q 0 C) CY) 6 >1 co C_� U U -0-02 �w E C: Z) 0 2 U "o Q) < U Uj 04 C 00 E H 0 �0 CL W Uj 0 W 0 ui E LU 'S W M �_ 0 W�-:< xm;� W<gyzlr z x S 0 U_ 0 0 0, < � 0 ::) F- 0 z 2 0 Ou)290z z"0ER00m'0z=z, WV5 W 0 0 CY 0 z 05W a. I W v5w 0 _J�a.8z�40�-Z-Owu a. < W<Fnzwz LL ow 9�_ P gwzg< < OW 0 D 0 y < < U_ 0 0 C:) N z Lij 9 S2 Z) > U) co C) 0 F-: CO C:) M I,- < C/) LO 0- U) LL. I. 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