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SIMPSON HGAM11 <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & <br />1/4"x2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ UNSUPPORTED, <br />(2) 16d NAILS-7 IF >9" SEE 10/S6 <br />SCHEDULE FOR SHEATHING DETAIL­7 <br />45* <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />& (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />EA. END @ 48" O.C. <br />2x8 P.T. <br />GABLE TRUSS <br />SILL <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />1 0dX3" @ 3" O/C <br />THROUGH CHORD <br />I <br />\ <br />INTO 2" 6" P.T. PLATE <br />x <br />2x4 "T" ON TOP OF PANEL BLOCKING <br />\-WEEP <br />FASTENWITH 1063" @4"O/C SPACED <br />SCREED <br />INSTALLED PER MANUF. <br />@ 48" O.C. <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />META1 2 w/ (7) <br />NOTE: IF EMBEDDED <br />-SIMPSON <br />1 Odx 1 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL <br />S ECTION <br />TRUSS VERTICA L WEB (24,, <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />TITEN ON OUTSIDE <br />I <br />EFER TO DETAIL J <br />IN SHEET S5 FOR <br />,-BRACING, AND TOP <br />�HORD BLOCKING <br />4FORMATION <br />VOOD TRUSSES <br />x4 RAT RUN BRACING <br />T 24" O.C. ON TOP OF <br />OTT. CHORD FOR 4 <br />RUSS SPANS <br />TTACHED W/ 2 - 16d <br />T EA. TRUSS JOINT <br />x4 BLOCKING @ 24" <br />)/C w/ (2) 16d <br />OENAILS @ EA. END <br />IASONRY WALL <br />RCHITECTURAL FINISH <br />EXT. WALL CONN. <br />NON - LOAD BEARI G LOCATION <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" <br />rD <br />5 <br />ADDITIONAL INFORMATION. �'S - <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />BACKNAIL w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S6 <br />BACKNAIL wl (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45*± <br />41*± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULEFOR <br />SHEATHING DETAIL-' <br />2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />A@4KIKER <br />F_O�O/C <br />@ 8'41 <br />EXTEND AT LEAST 90% OF <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3) 1 Od & <br />SIMPSON H2.5A w/ (10) 8d <br />(2)10d TOE NAILS CaD EA. <br />FROM LEDGER TO <br />END I)y <br />I <br />BLOCKING <br />" <br />-- GYPSUM WALL BOARD <br />GABLE TRUSS <br />2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" <br />(4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S6 <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3) 1 Od & (2) 1 Od <br />TOE NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING) <br />,,-1/2" CDX PLYWOOD OR 7/16" <br />OSI3 SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />_X <br />2x4 PANEL BLOCKING @ R 2x BLOCKING <br />48" O.C. FO <br />2"xl" P.T. SILL NOTCH 1" BRACE HERE <br />THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM <br />BLOCKING, FASTEN WITH <br />SIMPSON META12 wl (7) 10dxl 1/2" NAILS AT 61-011 INSTALLED PER MANUR ATTACHED w/ (2) 16d TOENAILS <br />L 1 Odx3" @ 4" O/C <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />GABLE WEB SECTION r2 <br />SCALE: N.T.S. \,, �5 <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA, END. <br />x <br />C14 x <br />. F 00 <br />SEE SCHEDULE - [RSH] <br />AND FASTENERS. (MIN. <br />SEE STRUCTURAL— <br />NOTES AND NAILING <br />SCHEDULEFOR <br />- ON FRAMING SHEET FOR SHEATHING <br />FIRST 4 BAYS) <br />x <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />(2) 16d NAILS <br />50 �0 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />ivd� 1) <br />EACH JOINT w/ (3) <br />40� <br />10d & (2) 10d TOE <br />t/� 1� <br />NAILS @ EA. END <br />(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 <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />(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 <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />w/ (2) 16d TOENAILS <br />. . . . <br />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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />IINIMUM 2x <br />:ROSS BRACING <br />'DEE PLAN FOR <br />OCATIONS) TOENAIL i <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rT� <br />SCALE: N.T.S. <br />12" <br />SH SCHEDULE <br />TTACHMENT <br />SYP BLK'G @ 16" O.C. <br />I x 0.131 <br />AILS EA. SIDE <br />, 2x4 #2 SYP wl 1 Od <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />MINIMUM (2) 16d PER JOINT <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT TRUSS) <br />SECTION <br />SCALE: N.T.S. <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W1 10d NAILS @ 6" O.C. <br />E O.C. FIELD <br />414tk� <br />04�1JACK TRUSS <br />EE PLAN FOR <br />0NNECTION <br />2x4 "T" ON TOP OF PANEL' <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />4 <br />SECTION <br />K, 9 <br />SCALE: N.T.S. S5 <br />MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />1" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />BACKNAIL wl (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING-i <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT wl (3) <br />NAILS @ EA. END <br />10d & (2) 10d TOE <br />2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />W/ (2) 16d TOENAILS <br />(2) 16d <br />NAILS <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S6 <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />-GABLE TRUSS <br />LENGTH (SEE TABLE) <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />BLOCKING, FASTEN WITH <br />-2x4 "T" ON TOP OF PANEL <br />1 Odx3" @ 4" O/C <br />SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />SIMPSON SP2 w/ (12) 1 Od <br />fz — <br />DBL. TOP PLATE <br />NAILS AT EACH STUD <br />STUD WALL (SEE TYP. SEC. <br />SECTION <br />SCALE: N.T.S. �5 <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM11 OKTA w/ (4) <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />W <br />BRACING w/ (3) 10d x 3" AT !E <br />EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />_BOND BEAM <br />- MASONRY WALL <br />ARCHITECTURAL FINISH <br />NON - LOAD <br />EXT. WALL CONN. <br />BEARING LO <br />CATIOq(UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />1" BRACE <br />2"x6" (U.N,O.) <br />1" BRACE <br />2411 <br />01011-31-011 <br />31-011- 61.0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <br />SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />STUD <br />ENDJACK <br />1 V-0" MAX. <br />LU <br />0 <br />CORNERJACK <br />LU <br />z <br />x <br />0 <br />_j <br />HIP FRAMING REFERENCE PLAN <br />2x4 BLOCKING-. 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4' <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />:4� <br />2x4 "T" BLOCKING <br />x <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />TYPICAL <br />W1 10d NAILS @ 4" O.0 <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL <br />SCALE: N.T.S. <br />DIAPHRAGM -4 <br />BLOCKING @ <br />48" O/C <br />,�_GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. <br />\1. �, <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 n v- CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />d <br />W <br />d <br />Uj <br />2 <br />C <br />F <br />- <br />9 <br />:;T <br />zy­ <br />ZW <br />W <br />co CD <br />9 <br />LU <br />9 <br />x <br />< <br />C, <br />><T <br />d <br />� CL <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED LTTOM CHORD GABLE END BRACINC- <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCS] <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W1 DROP CEILING BRACING DETAIL <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 1 Od AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. MAR 0 4 2023 <br />FOR WIND SPEED SPECIFICATION <br />I <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editimi <br />by Debra Anne Klahr PX2300 <br />j <br />C14 <br />04 <br />0 <br />C44 <br />C14 <br />U') <br />x 0 <br />00 <br />LO <br />< <br />�4 Uj <br />V <br />0 <br />J <br />L41 (1) L0­ E <br />0 F 0 <br />4 <br />Q) 0 U <br />— <br />4- <br />0 <br />E C C') <br />C: 0 2 9 <br />0 LL <br />:E U <br />U LU a <br />cO E <br />60 0 F0 <br />CL <br />LLJ LU <br />(.9 W <br />Ld (6 W 0 <br />Uj L_ LU .j W 0 <br />W �-:< Ix 2 _j Ix zx z <br />9 <br />OM < < < 0 0 0 <br />it 5 - -ji co 0 3: x LL 0 LL <br />< <br />0 <br />CY x x U_ 0 2 0 <br />0q),090zUz-0R 0 -MJ <br />Uj CL 2 <br />0 z 0 <br />=01 =i <br />0 <br />0 Z <br />') s - - <br />L L <br />_j z �e a L o <br />0 W Uj <br />Lu 0 a- <br />LL <br />< 2 W <br />ow <br />0 W <br />< <br />< <br />LL 0 <br />C) <br />z LIJ <br />9 <br />D <br />> q <br />W 0 <br />zF-� <br />Cn 0 <br />CIO rl* <br />< LO <br />2 <br />z <br />< LO <br />C6 <br />00 <br />< <br />Z <br />z <br />W <br />W <br />Q <br />0 <br />mi <br />CD <br />04 <br />C14 <br />0 <br />1 001 <br />1 <br />1 <br />1 <br />1 <br />N <br />(D <br />00 <br />C) <br />Cq <br />C) <br />C4 <br />C) <br />Cq <br />CN <br />CN <br />C� <br />C�; <br />0 <br />C� <br />0 <br />04 <br />0 <br />C� <br />0 <br />C*ql <br />0 <br />C111 <br />M <br />C� <br />00 <br />9 <br />Lo <br />ob <br />9 <br />A <br />, <br />C14 <br />0 <br />CI) <br />00 <br />i� <br />4 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />IN0 <br />Lo <br />a) <br />>1 <br />0 <br />q <br />041 <br />q <br />CO <br />q <br />'IT <br />. <br />01(01 <br />0 <br />0 <br />1­ <br />11- <br />LO <br />1 <br />I 1 <br />I Cr <br />CO (n <br />Z <br />z 0 <br />CD <br />W <br />LLJ C/) <br />LL, 5: <br />0 <br />CF) <br />< <br />0 (L <br />-0 <br />OWWM <br />(L 1: <br />z <br />< <br />W �- �_ <br />W <br />LLJ <br />M 0 Z <br />F- 1: Z <br />(D <br />0 1= ED <br />z 3: _j <br />00 <br />< cu- 0 <br />CL <br />M Z W <br />Z U_ <br />_< <br />00 <br />W r*4 <br />0 <br />I- <br />R z <br />o <br />0 <br />IL >- U, <br />0) z <br />z <br />z <br />0 <br />z <br />L) <br />u <br />0 <br />z <br />z <br />LU <br />-1 <br />W <br />N <br />N <br />LAST PLOT DATE <br />>T-- <br />. <br />. <br />Dec. 14, 22 <br />Z 0 <br />STRUCTURAL <br />DETAILS <br />