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SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL wl UNSUPPORTED, IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL--7 (2) 16d NAILS 7 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL vv/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (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 10/S6 BACKNAIL vv/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR 2x4 CROI BRACE APPROX. 8" FROM SHEATHING DETAILV 2x KICKER 2x8 SYP#2 "L" BRACE To .7 @ 8'-0' EXTEND AT LEAST 90% OF RIDGE FASTENED AT @4 >KICKE�', 8 ON 0/ /C C EACHJOINTW/(3) 10d "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 vv/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT vv/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END 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 OSB SHEATHING ATTACHED X LA 1 OdX3" @ 3-1 O/C -THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD vv/ 1 Od NAILS @ 6" 0. C. EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT vv/ (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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS . . 2x4 "T" ON TOP OF PANEL BLOCKING-, �' 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR\ 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED \-WEEP SCREED NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 112" x 8" "J" BOLT @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH " " " " " " MOISTURE BARRIER SIMPSON METAl 2 wl (7) 1 Odxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED vv/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C 4L� 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM — O.C. MAX vv/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES vv/ 3/16"x2" 0 PLATE WASHER SIMPSON METAl 2 vv/ (7) ALTERNATE SIMPSON MSTAM24 vv/ (7) 1 Od 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 TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 wl (7) SECTION O.C. MAX) vv/ MIN. 4" SECTION_ r2 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE � �5 SCALE: N.T.S. 1\15� REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C vv/ (2) 16d TOENAILS @ EA. END 8 M-11141 Z I mllfayff a ul ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" ADDITIONAL INFORMATION. CROSS BRACING DETAIL 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL—,,,. NOTES AND NAILING x 00 00 SCHEDULE FOR — SHEATHING DETAIL BAC 1 2' '1/4-' (2) 16d NAILS ao 00 1 2"x4" CROSS BRACE APPROX. 8" FROM RIDGEFASTENEDAT EACH JOINT vv/ (3) 10d & (2) 10d TOE NAILS @ EA. END (2) 2" x 4" LAMINATIONS W/ (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 NAILS STAGGERED 30d COMMON WIRE @ 48" O/C FOR THE (2) 16d NAILS (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 TRUSSES FROM EA. 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 OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) vv/ (2) 16d TOENAILS 1 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 1 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANFII 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 SCALE: N.T.S. GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP vv/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. '\ �5 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 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 l" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E C. FIELD '�JACK TRUSS CONNECTION SEE PLAN FOR (2) 12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. vv/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (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 vv/ (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 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 vv/ 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 HGAl OKT vv/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 vv/ (12) 1 Od DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA vv/ (4) 1/4"xl 112" SIDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING vv/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) W \-BRACING vv/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S 5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAl OKT wl (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 wl (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING --2x4 "T" BLOCKING @ 48" O.C. /-16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. W x 48" O.C. "L" BRACE ATTACHED - 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKI NG @ 48" O/C GABLE TRUSS RTi I � IA\ TRUSS VERTICAL (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 DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. d. W 9 9 9 z ED uj -1 LLJ 't m < 9 CD C) . . . - - - - Lu a_ < >- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'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 BRACIN( 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) 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 -E N I" '�/ '111� A Virtualt Review Assls'(� ilP,", . 11- Mans Review compteted and appl'oliv, r R �or comptiance with the 20201 '3c 7th bv Debra Anne �lxl'ahl 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 DS @ 16" O.C. c*4 N C) N CN Lo C) 00 < z W 0 W x 0 z < 0 a) u') 118 E (3) .� 0 r" 0 -�o 11 0 - 0 m 4- 0 >1 cy) 5 -+-- 0 -6 co U -0 00 ol c: E :E 0 u -2-9 00 o - co, 9 < 1- Q) < u 6'q ->-, mc U Lu C)-!;� cO E c m .9) �-o a') CL -0 W Q LLJ 0 W 0 W P W -j W � 1.- 0 ofg zw- Lu 10 z < < Nc 0 Of 3 u) 0 3: cr u) u- 0 0 u- LD '<o�"zou'- 02�00I-<�- < I.- 0 o 0 LL cyu)0�90 oRoomoz co uj W J) Z W Z;5 af z n G- > uj Q� < 0 W �- -j c) (/) 0 LL z of z LL 0 W IL 0 a- 0 z cl < W W z [L W 23 < 0 0 z < < u < of 0 u- C) CD 04 z LIJ 0 i U) b flo c:) z I.-: cy) 0 < co U) < W U? z 0� cy) ce a- - 00 < >- Z C) W z W c:) c:) CD 04 N c:) CN C) 00 N CD 00 C) CN C) CN C) N N CN C) 04 C) N C) N C) N C) N C) N CD N *4 6 C14 4 0� (D ' L2) cb c) 6 A -, C14 6 cf) c.6 C) C) C) C) C) 0 L0 16- >I C) -'I a C'� I a co CD I "t I C) Lo CD I CD I C) I-- U") co U) Z z -1�-j W W (n 5; 0 C) 1.— �� < 0 -- D- Lf) -0 o Of W 2 CL 2: < W < 0 Z Lu F- T- < im 0 Z F- 2: 11171*4 z 0 tz I Z 3: -j 00 W 0 Z of Z Z LL c\l W r*4 0 < < I- -j 2 z a- >- W U) z z z z 0 0 0 -Se 0 o < -j z z z 1� W N N > LAST PLOT DATE May. 2, 22 z STRUCTURAL DETAILS