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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 - fRSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) — BACKNAIL w/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7R SCHEDULE FOR SHEATHING DETAIL ��\ 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHIEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @4,KI AKER 8 _O�O/C. @ 8'-011 O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d jr "L" BRACE TO EXTEND 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/ (110) 8d 2x8 P.T. E TRUSS EACH JOINT wl (3) 1 Od & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOENAILS@ EA. --,--FROM BLOCKING 7/16" OSB SHEATHING END '��GYPSUM ATTACHED W1 10d 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 OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD ELD INTO 2 x6" P T PLATE 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) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 6" ,,,-1/2" CDX PLYWOOD OR 7/1 OSB SHEATHING ATTACHED =0 W/ 10d NAILS @ 6" O.C. EDGES I 7-*- AND 12" O.C. FIELD 11 Aa (2) 16d NAILS . . 2"x6" P.T. SILL 4K2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING�' 2x4 PANEL BLOCKING @ 48" O.C. FOR i WEEP SCREED NOTCH 1" BRACE HERE FASTENWITH 10dx3" @4"O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0' INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS " " " " " " MOISTURE BARRIER 1 Od 3" 4" O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM )CK- O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 0dx1 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" ri 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 SCALE: N.T.S. 1\ �5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J A Ax AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING x INFORMATION 00 C* SCHEDULE FOR -11 SHEATHING DETAIL BACKNAIL wl-I 2 11/4', (2) 16d NAILS -WOOD TRUSSES CD - 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT xz AT 24" O.C. ON TOP OF EACH JOINT w/ (3) It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (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 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" OIC FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (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 FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA.x7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) @ -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION r3 SCALE: N.T.S. 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 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & W/ (2) 16d TOENAILS (2) 16d NAILS - 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" OSB SHEATHING ATTACHED w/ 10d 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 w/ (4) 1/4"xl 1/2" SDS SCREWS TO --- TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 7 DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD , I STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. 1\ �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S6 r--WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS x -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1 OKTA w/ (4) E C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" EE PLAN FOR TITEN TO CMU _'%�__'�SCONNECTION OF THE LAST LAMIN 2x4 "T" ON TOP OF PANEI BLOCKING, FASTEIS L 2x4 BLOCKING W1 EXT. WALL CONN. (�D 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARNG LOCATION rD�� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" �SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. 1x0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. '\ �5 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 \-MINIMLIM 2x4 TRUSS BRACING TDI 100 DDAf'*,IKlf"-% nX/CDI AD r)C:TAII SCALE: N.T.S. 6" OVERLAP M S5 -L- BRACE W/ 1 Od @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) W M \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. \�,�S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4"(U.N.O.) 1" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-13" 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 BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) '--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=1'-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 --2x4'7" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4 O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N-T-S. 4� ",IL 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED - 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB TAIL SINGLE "L" BRACING DE SCALE: N.T.S. BLOCKING @ 48" O/C ,,,-GABLE TRUSS TRUSS VERTICAL IAPHRA(3 (2) 2"x8" "L" 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 DIET. J/S5 CONTINUOUS BOITTO� CHORD BRACING 2X4 MIN. Lo wor a: NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURIER'S TRUSS ENGINEERING /BOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACINC 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 BCS1 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) 10d 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 JUN 1 1 2022 1 'E V1 ITI�AL REV[ W ASSIS' Review Assist, In r)Ians F�:':�-vlew complete n proved fo-I compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 2X4LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. 04 C14 co 4, Cb is .' j LO 0 00 LO 4t W_ z W 0 z v) 4) a) u-) E a) 6 .� 0 0 - %011 u — Q M 4i -g 0 go C: E 0 0 2 00 0 a < o, < U) U Lu (D 0c) E a. c) .5 7C) 0 rz, u '0 I CL -a V) W (.9 W wo�- ui W P W wm�o W �- < Wm_j 0�11 zw z 0 � < W 0 LL 101' 0 10 '-cow Ce < < 0 < CRR __'9 Z) 0 zuu_0z2001q1- CYCOW OZOR00ii-njaz < W Lu z n Lj 100 U) 0 z U) OW a- F5 I W of < 0 _j z LL W 0 (L _j q.>zyo�- 0 J�<Ow<�jKwz LL < 6 ow ��-P �Wyz OW 'n 0 <g < U- 0 U- 0 C) C14 z UJI 0 &_5 5 ,- > q CD C:) zCf) CD CY) Lq 01- _j U) 2u) LL ,I. I%- z < Lu <� LO 0� cyi W 0- T- oo < >- z z W W _j Q C:) (0 C\1 CD C14 C14 C) 00 Pk*ft CO 00 0 (N C3 CN C) CN CN CN N C) C� 0 C� 0 C� C) C� C) C� 0 N 0 N 0) C� 00 9 LO 00 9 A VL C-4 CS C') C) C) I I CO 1 0 U) LO a) > C) . C) . 041 0 . Cr) C:) f -It C) . Lf) C) . CD C) . 1�- I 1 I I I I I Cr CO Z z 2 CD40 1110 W W C/) 6-1 0 0-) n l_ 0 V) 0 Ix W a_ 1: W i- cc F- W Z) < M 0 z �-- z: o z 0 W z 00 >- < W 0 CIO 2 Z X Z Z u_ 04 r*4 w 0 :f < F- -1 z 0 (L w L/) z U) z z 3: < 0 z -se 0 < _j 0 0 z z z q W C14 04 LASTPLOT DATE > Apr. 13, 22 Z '0 STRUCTURAL _j DETAILS