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I SIMPSON HGAMV W/ (4) 1/4"xt 1/2" SDS SCREWS TO BLOCKING & (i 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 DETAILS (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 91, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS_ (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S6 SCHEDULE FOR SHEATHING DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF `-DOUBLE TOP PLATE "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1Od EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & TOE NAILS @ EA. END SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 2x FRAME WALL 1/2" CDX PLYWOOD OR END BLOCKING (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 1OdX3" @ 3" O/C w/ 1Od NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS)2x4 PANEL BLOCKING(2) 16d NAILS INTO 2"x6" P.T. PLATE @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 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) 10dx1 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 1Odx3" @ 4" O/C @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) NOTE: IF EMBEDDED 1Odx1 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 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION_ 2 SECTION 3 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. L SCALE: N.T.S. S5 TITEN ON OUTSIDE �7-j �')` 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 w/(2)16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION D SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SrJ ADDITIONAL INFORMATION. 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K�J-� SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" N N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, N X IF >9" SEE 1 O/S6 SEE STRUCTURAL NOTES AND NAILING 00 °° IX SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ `O 00 a0 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 102" RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS (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 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 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 W/ 10d NAILS @ 6" O.C. (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 • E ES AND 12" O.C. FIELD TRUSSES FROM EA. NOTES: END TYP. TOP & rt JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION 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) 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 WITH 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS TOENAIL 1 (2) 16d NA 12" ,SH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 .. 111. u-111- GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL K"M' SCALE: N.T.S. S5 "L" BRACE W/ 10d q0 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 — DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM ZZ RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING CDX PLYWOOD OR @ 48" O/C FOR THE 11�1/2" 7/16" OSB SHEATHING FIRST (4) ROWS OF S NAILLS N ATTACHED w/ 1 Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12' END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS —2x4 "T" ON TOP OF PANEL 1 i— � BLOCKING, FASTEN WITH - --__ --- 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 112" 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 4 SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" 7 BOND BEAM TITEN TO CMU Ei 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-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 HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS —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 SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING u ----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/ 1Od NAILS @ 4" 0.C�0-11 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 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. --- O v b 0 w CD 'q m o v o � o d w — — — — _ o o Q : 0 o 4 � ----w o o ----� _ _ Q n- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM 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 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 SCISSOR TRUSS 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 8 20n VRA Virtual Review Assist, Inc. Plans Review completed and approved 'or compliance with the 2020 F8C 7th Editi by Debra Anne Maht PX23GO +.._ N o N 00 '• > d �i° o :} co 4t J a W O 0 w Ix 0 z a 0 (D Lf) E � o _W 1L 'i Q M ti N M t c+ V � O B r1 Q W E r 0 2 0 U 0 O Uo Q U6'° —i u 'U) V w IZv C) V iD � N �F-a a w a s 9 z fY Q Q j- ZD a0X JW0-3WW-0Q� J0 D<0X-QjzW OZ20OF- OWo!WOZOWOOmmZZ) O d W W x Q I<<0WQOZWZO20oa LL Ow �Wo OQ o oQza�a 0 Q F� s� O O Z CV OW 4 j(jj)0 F5()MO� Q J In Ln I— of cf) Q>-Qao z U WZ� W � J O J d' i I I I I I I I I O 0 N 0 N C- N O N O N O N CO O o � o I I ! I I I I Z O Nnw ' V/ LO > N M i i i i �' /'/'� ZZ \JJ aZ W O Z 4i '6"� O w U W 00 U U O OrQ <C o Z aWa W�iw =cl� 0 F- r-I z o 0 W CL < Z) (3) 2 0 ZWO �0 Q (.)a - LL z a- a z LL � Q F- J 0U 0� af z a z z W W J 0 N O Q LAST PLOT DATE Z 0 STRUCTURAL -j DETAILS