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USP HGAM10 W/ (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SDS 114 <br />x 1 1/2" SCREWS <br />SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL 2"x4" OUTLOOKER <br />@ 24" O.C. <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF 45° ± 24" MAX. <br />TRUSSES @ "L" BRACE TO EXTEND <br />EDGES OF 2x4 CRO BRACE AT LEAST 90% OF WEB <br />SHEATHING APPROX. 8" FROM LENGTH (SEE TABLE) <br />TYPICAL @ RIDGE FASTENED AT USP RT16 OR 1/2" CDX PLYWOOD OR <br />48" O.C. EACH JOINT W/ (3) 10d EQUAL @ EA. 7/16" OSB SHEATHING <br />MAX. & (2)10d TOE NAILS @ OUTLOOKER ATTACHED W/ 10d <br />EA. END @ 48" O.C. NAILS @ 6" O.C. EDGES <br />GABLE AND 12" O.C. FIELD <br />7771 <br />TRUSS VERT. WEB TRUSS 15# FELT <br />SPACED @ 48" 0/C MAX. PAPER BACK METAL <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST LATH <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 2x6 P. PARGE COAT OF <br />CORD ATTACHED W/ (2)16-d TOENAILS SILL CEMENTITIOUS FINISH <br />lz TO BE 7/8" THICK FINISH <br />IN THREE COATS. TYP. <br />2x4 "T" ON TO OF PANEL BLOCKING, U.N.O. AT EXT. FRAME <br />FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. WALLS. SEE ELEVATION <br />SHEETS FOR TEXTURES <br />5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE <br />FASTENED WITH 8d COOLER NAILS OR 1 1/4" LONG 10dX3" @ 3" O/C <br />DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR THROUGH CHORD <br />4 <br />FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL INTO 2"x6" P.T. PLATE <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM �WEEPSCREED <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER INSTALLED PER MANUF. <br />NOTE: IF EMBEDDED SECTION j MOISTURE BARRIER <br />STRAP MISSED VERTICAL <br />WEB; USE SCALE: N.T.S. S5 USP HTA20 @ EA. TRUSS <br />MSTAM36 ON OUTSIDE VERT. WEB (24" O/C MAX.) <br />REFER TO SECTION <br />SEE STRUCTURAL NOTES AND 7KNAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL EA. OUTLOOKER <br />TOP CORD BLOCKING 45°± <br />Z <br />FOR FIRST FOUR <br />ROWS OF TRUSSES @ <br />EDGES OF <br />SHEATHING TYP. 2X4 KICKER <br />@ 8'-0" 0/C. <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) 10d <br />& (2)10d TOE NAILS @ <br />EA. END <br />GYPSUM WALL BOARD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />2"x6" P.T. SILL <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />TAPCONS. SECTION <br />2 <br />SCALE: N.T.S. <br />Srj <br />1A ON SHEET S5.1 _ r <br />FOR X-BRACING, AND <br />TOP CHORDco 00 <br />N <br />BLOCKING fO <br />INFORMATION 11 ' <br />WOOD TRUSSES <br />co co <br />2x4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF 1 1 2 <br />BOTT. CHORD FOR 4 ^ /� <br />TRUSS SPANS <br />ATTACHED W/ 2-16d��1 <br />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 <br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />O/C W/ 2 - 16d (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 />TOENAILS @ EA. END NOTES: <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 />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 10dx3" O/C <br />TOENAIL 6" O/C <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <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 <br />RUNNERS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE STRUCTURAL — <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />10d & (2) 10d TOE <br />NAILS @ EA. END <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) 16-d TOENAILS <br />SEE STRUCTURAL — <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER @ <br />24" O.C. <br />2X4 CONT"L" BRACE FASTENED <br />W/ (2) 10d 3"@ 24" O/C. CMID <br />HEIGHT <br />2x8 SYP#2 "L" BRACE TO EXTEND <br />@ LEAST 90% OF WEB LENGTH & <br />NOTCH @ BOTTOM CHORD (SEE <br />TABLE) <br />USP RT3A WITH 8-8d FROM <br />LEDGER TP BLOCKING <br />15# FELT <br />PAPER BACK METAL LATH <br />PARGE COAT OF CEMENTITIOUS <br />FINISH TO BE 7/8" THICK FINISH IN <br />THREE COATS. TYP. U.N.O. AT <br />EXT. FRAME WALLS. SEE <br />ELEVATION SHEETS FOR <br />TEXTURES <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" OSB <br />SHEATHING ATTACHED W/ 10d <br />NAILS @ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />NOTCH "L" BRACE HERE <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />MOISTURE BARRIER <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />BACKNAIL W/ (2) 16d NAILS <br />2x4 OUTLOOKER @ 24" <br />24' MAX. O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />USP RT16 OR EQUAL @ <br />EA. OUTLOOKER <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. <br />8" FROM RIDGE FASTENED AT <br />USP SPT4 EACH JOINT W/ (2) 10d & (2) <br />@ EA. 10d TOE NAILS @ EA. END <br />STUD 2X6 FRAMED WALL - SEE <br />WALL SECTION FOR SPACING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />15# FELT <br />PAPER BACK METAL LATH <br />PARGE COAT OF CEMENTITIOI <br />" <br />2x4 PANEL BLOCKING @ 48" FINISH TO BE 7/8 THK FIN IN <br />O.C. FOR THE FIRST (4) ROWS <br />THREE COATS. TYP. U.N.O. AT <br />OF TRUSSES FROM EA. END <br />EXT. FRAME WALLS. SEE ELEV <br />TYP. TOP & BOTTOM ATTACHED <br />SHEETS FOR TEXTURES <br />W/ (2) 16-d TOENAILS <br />(2) 16d NAILS <br />2x4 BLOCKING <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />2x4 7' ON TOP OF PANEL <br />TRUSS) <br />BLOCKING, FASTEN WITH 10dx: <br />@ 4" O/C <br />SECTION rT� <br />SCALE: N.T.S. S5 <br />ALL LATH AND LATH ATTACHMENTS TO <br />BE OUT OF CORROSION <br />-RESISTANT <br />MATERIALS <br />TOP CORD <br />BLOCKING FOR <br />BACKNAIL W/ (2) 2x4 OUTLOOKER FIRST FOUR ROWS <br />SEE STRUCTURAL <br />16d NAILS @ 24" O/C <br />OF TRUSSES @ <br />NOTES AND NAILING <br />EDGES OF <br />SCHEDULE FOR <br />SHEATHING TYP. <br />SHEATHING DETAIL <br />USP RT16 OR <br />"L" BRACE TO <br />EQUAL @ EA. <br />2"x4" CROSS BRACE <br />OUTLOOKER <br />24" MAX. EXTEND AT LEAST <br />APPROX. 8" FROM <br />90% OF WEB <br />RIDGE FASTENED AT <br />LENGTH (SEE <br />EACH JOINT W/ (2) <br />TABLE) <br />10d & (2)10d TOE <br />GABLE TRUSS <br />NAILS @ EA. END <br />1/2" CDX PLYWOOD OR <br />2x4 PANEL BLOCKING <br />7/16" OSB SHEATHING <br />@ 48" O/C FOR THE <br />ATTACHED W/ 10d NAILS @ <br />FIRST (4) ROWS OF <br />6" O.C. EDGES AND 12" O.C. <br />TRUSSES FROM EA. <br />FIELD <br />END TYP. TOP & <br />N <br />NAILS <br />15# FELT <br />BOTTOM ATTACHED <br />PAPER BACK METAL LATH <br />PARGE COAT OF <br />W/ (2)16-d TOENAILS <br />CEMENTITIOUS FINISH TO <br />NBE 7/8" THK FIN IN THREE <br />USP HGA10 @ 36" O.C. <br />COATS. TYP. U.N.O. AT <br />DBL. TOP PLATE <br />EXT. FRAME WALLS. SEE <br />USP SPT24 @ EACH STUD <br />ELEVATION SHEETS FOR <br />TEXTURES <br />STUD WALL (SEE TYP. SEC.) <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SECTION <br />4 <br />SCALE: N.T.S. <br />S5 <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />8d @ 6"O/C - <br />16d NAILS @ 24" 0/C <br />WOOD TRUSSES <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. <br />EDGES OF <br />SHEATHING TYP. <br />"L" 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 />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />• <br />W/ 10d NAILS @ 6" O.C. <br />E <br />ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />SEE PLAN FOR <br />1/2" SCREWS <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SECTION g <br />SCALE: N.T.S. S5 <br />`-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S <br />6" OVERLAP <br />M <br />S5 <br />'L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />2x4 BLOCKING W/ :.. <br />(2)12d TOENAILS <br />2 x 4 BLOCKING W/(2) 10d <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />\-BRACING W/(3) 10d x 3" @ <br />• EACH CONN. @ 24" O/C <br />11 MOISTURE BARRIER <br />BOND BEAM <br />-MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. (@ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 6'-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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />o_ <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />1-1 <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />Lu <br />w <br />o <br />' <br />0 <br />�z o <br />w <br />m o <br />0 v <br />zip <br />Q <br />o <br />Q <br />9 <br />Li <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-03 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-10d @ EA. TRUSS (NOTE: BRACING <br />MAY BE PLACED ON EITHER TOP OR <br />BOTTOM OF THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />W/ DROP CEILING BRACING DETAIL <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. <br />FOR WIND SPEED SPECIFICATION <br />=W <br />U <br />F <br />w Q <br />LL <br />Q <br />� <br />O <br />> <br />lj CL Q <br />> 0 <br />= <br />Z❑ <br />N <br />N <br />UJI Q O <br />ow._ <br />Ln <br />z ^J <br />F <br />0000 <br />_Mw <br />W r <br />0Nz <br />r <br />u') <br />QF-ZO <br />�0 <br />€ <br />�oow <br />z <br />} Z w <br />F-OwLLI <br />�w=0 <br />6?' <br />w0HO <br />>o <br />�Ln <br />zaw0 <br />- <br />-� <br />wz�Z <br />U p <br />J <br />�Q <br />p <br />cn <br />w <br />> <br />0 > ca <br />H i- <br />z <br />Q <br />0 "- E <br />_W L 'O U <br />M C'j <br />01-0 D <br />4/ D 0 ` 0, <br />O � 1 0) <br />•N <br />W , <br />N o Ec" D <br />i <br />7 <br />V — a <br />W WwQ <br />/V W <br />0tL ui <br />¢m¢ <br />wOf- <br /><Xz <br />�0- <br />Q (� <br />QCfn� <br />J O <br />x-LM0z0 <br />0(nWnzLU5w <br />LLU0Lo.- <br />Ozp2¢00H�oLLoZ: <br />(WowLWwWF- <br />Qi <br />-1Qo <br />Q <br />W <br />OuZ z� <br />Q <br />LL <br />�g <br />QOw�< <br />0of <br />wZj <br />LLa o <br />QLL <br />O <br />N <br />Z <br />0� <br />itnO <br />M CD <br />I: O <br />U) Lo <br />J <br />�(U)ILLti <br />Q W Q Ln <br />M <br />aU<00 <br />~ <br />C <br />WZ <br />J 00 <br />d' <br />co <br />F <br />0 <br />N <br />i <br />N <br />4 <br />1 <br />'0 <br />N <br />O <br />0 <br />>� <br />Lo <br />1 O <br />z z <br />O <br />� <br />WWU) <br />0 <br />Uj�o <br />a <br />>_ <br />W <br />Oa-=Q <br />rn <br />U.w <br />Z <br />W!-F- <br />V/ <br />~m0Z <br />(�O3wZ <br />V <br />z� <br />�zzu- <br />w <br />O_j2W <br />O <br />a M <br />v�Z� <br />.. <br />z N <br />�Qo <br />Z <br />U <br />O <br />m <br />Q <br />z <br />z <br />S5 <br />w <br />I;r <br />M <br />04 <br />04 <br />(Y� <br />LAST PLOT DATE <br />@ <br />May. 24, 17 <br />4_0 <br />O <br />STRUCTURAL <br />J <br />DETAILS <br />