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SIMPSON HGAM1( 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" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS IF >9" SEE 10/S6 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 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 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2Yx4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "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/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & 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 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4LEDGER 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) 10d & (2) 10d 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 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 10dx3" @ 4" O/C @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER 2x4 LEDGER (MATCH BOTTOM CHORD SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 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) wl MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION 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 w/ (2) 16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION rD SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-01, S5 ADDITIONAL INFORMATION. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING _N N AND FASTENERS. (MIN. FIRST 4 BAYS) CV M M x SEE STRUCTURAL N NOTES AND NAILING c 00 °° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1/ "� (2) 16d NAILS 50 2"x4"CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (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 STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") 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 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 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) SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN L 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2) 12d TOENAILS B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g SECTION g SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT --- -- - , —,2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" ISH SCHEDULE ATTACHMENT i SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING: PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6 OVERLAP WOOD TRUSSES `- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. M S5 "L" BRACE W/ 10d @ 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 \ 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 10/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/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. 1-1�S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAw/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-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 LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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-0" 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) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 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) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING r 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 �LAI TYPICAL GABLE TRUSS WEB - SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS 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 j 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -j CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d d w 0 o -v O z CD' w m o o d. 0 d w — r g — — — — T >�^ gLu Q o � w NOTE: LTOP 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 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: 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 . _ M N O Ft M •� , 1 IJO .� co0 Lo N1 %'l a ! ', po A , - 5 , ,� LL Q N =O � w 0 z Q > W '0 U co N G1 +- V' R N V m AA'' � W B o 0 - C Q o '^N, w QN N i 00 W E O a � N /W� Lu w LUP w w2�0 I-Q W �¢ z� z LL V U j Fa- I-- QaX-U)Or- ��O0OJ� cyU) 0LL zoW00mzz C7 � z Z � U 6 Vcf) 0 0 f/) toww fn ofQ J QoW0Lu LuZo�w�oQ W 0< 0�Luz0 0 a O <U_ i O Z N uj 0� � 0 M O Q U) co 1%, cn ti z F- 0� IZ co 00 >- ZUF�— Z w Wo J CD c I I I;i I I I O O 0 O 0 CD 0 r 0 O_ r r N ' I O CO O O O. O r CC O z c N uj I I Lo > r N- M ' V / � Z00 Il. Q z O zw }� I --a M O W V ozz Lu O _O UVFn z0w� Z)zj 0 WQ Ln it Lu Ln N � zom w�� . Q 0 Qw� U az� Z �z r Z U Q 00 Z z z z w w 00 LAST PLOT'DATE 0 O z 0 STRUCTURAL DETAILS