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SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) TOENAIL w/ SEE STRUCTURAL NOTES AND NAILING MAX. 9" UNSUPPORTED, (2) 16d NAI LS-7 IF >9" SEE 10/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) BACKNAI L w/ (2) 16d NAILS 45'± 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 101S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING t7 SCHEDULE FOR SHEATHING DETAIL 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ;@4'KI�OKER 8 _0 /CN @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND F 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)1 Od TOE NAILS @ EA. BLOCKING 7116" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD I GABLE TRUSS /V_ NAILS @ 6" O.G. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST , 1/2" CDX PLYWOOD OR 7/16 1. 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/ 10d NAILS @ 6" O.C. 7_�& THROUGH CHORD x 2"x4" LEDGER (MATCH BOTTOM CHORD 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 w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 11 1/2" CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED W1 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 7 = 2x4 PANEL BLOCKING @ I . . 2"xl" P.T. SILL NO- CH 1" BRACE HERE 48" O.0 FO R 2x BLOCKING 2x4 "T" ON T6P OF PANEL BLOCKIN \--WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. J� 2x4 "T" ON TOP OF PANEL 14 WEEPSCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. 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 " " " " " " 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 w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" OIC ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24- GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) i 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. TITEN ON OUTSIDE I 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR A X-BRACING, AND TOP SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING INFORMATION = 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/-/ -WOODTRUSSES CID 2 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 0 BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (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 STAGGERED 30d COMMON WIRE NAILS @ 41" O/C 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 N`7 -ARCHITECTURAL 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 1 1 1 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) j - 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. "0 E C. FIELD JACK TRUSS SEE PLAN FOR %-P��4L,_-ONNECTION 2x4 "T" ON TOP OF P A NIFI- EXT. WALL CONN. @ 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 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) _�8 SCALE: 3/4" V-0" SEE TYP. WALL SECTION FOR � �5 TYPiCAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. '\ �5 SCALE: N.T.S. �5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE MIS5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE iTTACHMENT SYP BLK'G @ 16" O.C. J x 0.131" 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. GABLE END BRACING DETAIL 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 1" BRACE W1 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAI L 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/ (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 & 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 HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.�Cx DBL. TOP PLATE - SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC r4 SECTION SCALE: N.T.S. 8d @ 6"O/C 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 24" O/C (TYP) TOE NAILS AT EACH END @ W 471"= n_ BRACING w/ (3) 1Gd x 3"AT HE 0 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 1" BRACE (1) 2"x4" (U.N.0) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA1 OKT W/ (4) 1/4"xl 112" SDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,, __2x4"T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE _4�_ 10d NAI �4 ATTACHED LS PI @ O.C. TY CAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. 2x4"T"BLOCKIN 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED /--16d NAIL "NI 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS �"_GA 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. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN, dd W 'IT C? C? CD W W < C? C? W C? x c? ED x < - - - d W x 0- < >_ :E �- NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 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 ('L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS 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 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. FOR WIND SPEED SPECIFICATION OCT 2 Z04 *"4 f Virtual Review Assist, Inc. 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N 0616 C), 6 ob C) A T- A C) 4 CD '-4 CD 6 CD M C) 6 6 C� C) 0 U) Lo > C'� lj� cy), Lo' C-0, rl_' Cr CO C/) Z z LD W Lli W LL, 1- 5; 0 F- C) _f-_j 0 2 �__ D EE 0 0 ;> 0 �' OWW2 a- TZ LO -0 Z < W F-- I.- O� �-- af W Z) < ca 0 Z Z: F_ 90LW F- Z z 3: < LU 0 2 z Q� T--i Z Z LL 0-) C) 2 00 W (1) z z 0 z < _j 0 0 z z z W _j W C IN c) @ LAST PLOT DATE >Ir- Jul. 15, 22 0 2 '0 Z STRUCTURAL DETAILS