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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" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS7 IF >9" SEE 1 O/S6 2x4 CROSS BRACE---"*- APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 1 Od & (2)10d TOE NAILS @ EA. END @ 48" O.C. 45* "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD lOdX3" @ 3" O/C THROUGH CHORD T INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLO WEEPSCREED FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON METAl 2 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 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 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 BEARIiTG LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-01" ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS B070M CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 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 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 45*± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR �A SHEATHING DETAIL 4 KI KER 2x4 KICKER 2x8 SYP#2 1" BRACE TO 8._o OIC . @ 8--o" O/C. EXTEND AT LEAST 90% OF x4CROSSBRACE WEB LENGTH & NOTCH AT kPPROX. 8" FROM BOTTOM CHORD (SEE TABLE) tIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d ACH JOINT w/ (3) 1 Od & 2)1 Od TOE NAILS @ EA. "---FROM LEDGER TO \AV- :ND I - BLOCKING - GYPSUM WALL BOARD GABLETRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED -ORD ATTACHED W1 (2) 16d TOENAILS I w/ 10d NAILS @ 6" O.C. "x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD �LOPE 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 wl (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) LYWOOD OR 7/16" -1/2" CDX P OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS _X I O.0 2x4 PANEL BLOCKING @ 48' FOR 2x BLOCKING "'x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & B070M BLOCKING, FASTEN WITH dMPSON META12 w/ (7) 10dxl 1/2" NAILS AT &.0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C ).C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER LTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS (4) 1/4"X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH 'ABLE WEB SECTION r2 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) SEE STRUCTURAL — NOTES AND NAILING ;o ;o SCHEDULEFOR SHEATHING DETAIL BACKNAIL wl-J (2) 16d NAILS [_jt2' a 00 2"x4" CROSS BRACE APPROX. 8" FROM 112" ]12" 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 W1 (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 (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 0 t 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) 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -UP COLUMNS 8 TYPICAL NAILING SCHEDULES FOR BUILT TOENAIL (2) 16d NA 12" SH SCHEDULE ,TTACHMENT ? 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 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 L2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION L2)I SCALE: N.T.S. 111.2� 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 & BOTTOM ATTACHED W1 (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 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (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) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION r4 SCALE: N.T.S. � �5 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 1 O/S6 r-WOOD TRUSSES 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. SIMPSON HGAM 1 OKTA W/ (4) E - A C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACKTRUSS BLOCKING & (4) 1/4"x2 3/4" EE PLAN FOR __�_A�CONNECTION TITEN TO CMU 2x4 "T" ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2) 12d TOENAILS 9 1� SECTION 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 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING wl (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C s \-MOISTURE BARRIER \-BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION, �_S5 "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) 1" BRACE 24" 0'0" - T.0" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SOISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT wl (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"=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 ENDJACK 1 l'-O" MAX. CORNERJACK Lu z x 0 0 HIP FRAMING REFERENCE PLAN z 2x4 BLOCKING-,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. T) GABLE TRUSS WEB A I L DOUBLE 1" BRACING DET SCALE: N.T.S. S5 W 2x4 "T" BLOCKING 48" O.C. 1" BRACE ATTACHED /--16d NAIL W/ 1 Od NAILS @ 41, 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILr6 SCALE: N.T.S. S5 , ll� DIAPHRAGM BLOCKING @ 48.� o/C ,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEEDET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. a Fill Fill Fill Fill llllmm mm mm NOTE: /TOP 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) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE B070M CORD) P(ans Vrt far Revi Complianc by Bel COSMETIC DROP CEILING FRAMING 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 cf) 04 0 00 Lo 8 j uj X 0 z (A a) LO E > 0 o r cl U — D o cy) - 4i rn co . 2 :) a so u 'c' Ln U c' E -= z m 0 R § m: 8 R < c U < 7n u Lu c c�' 00 E CD o o '00 LLI uj 0 Lu ol'! ui 0 cd ui U8, §- U�' m � � I '�-c oz cc z 0 0, 0 W '< < 0 X 5 - -i co 0 3: w , u- u <ox-j c� OZ200 -_-jr- ' j 0 F ogzozoxoom Z�6 F- 0 0 a U) X co Uj CL Lu V5 Lu - X -i O�8z w w x � g Fz- z u. 0� a' wo U) 0 z ILL w ;<! U)-Wz ui g uj a 0 I`_ y � 0 D < U- 0 0 0 N z LLI > lo — CD c:) m 0 ce) [*-- U) _j Lo U- '�T cn z <If Lo m cyi co < z 0 z 3: w ui 0 0 mi CD JUL al Review Assist, iv FomPleted and w1th the 2020 F-8 -a Anne Klahr ppr 7th E itkA Ln P itz UIJ C) CD N cq CN CN C) 0 NU-) uj C, u") > CN 00 U) >_ Z F- < Z w C) 4-1 -1-a W 9 in zz 000 (m 0 Lu — 00(o -0 :) z 5; 0 oui— No W LU r M g- uj 1171�4 0 — 0=)O r%4 w zc)m >. CL >_ z: co <�-=) C.0 0 zwo Ix Lu ILL Z ry z z z 0 < 7: 2 F- < _j 0 0 co w z < z z UJI Uj Lo > LAST PLOT DATE z 0 STRUCTURAL .j DETAILS