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USP HGAM10 W/ (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SIDS 114 <br />x 1 1/2" SCREWS <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />7 <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />45' ± <br />24" MAX. <br />ROWS OF <br />TRUSSES @ <br />"L" BRACE TO EXTEND <br />EDGES OF 2x4 CRO <br />BRACE <br />AT LEAST 90% OF WEB <br />SHEATHING APPROX. 8" FROM <br />LENGTH (SEE TABLE) <br />TYPICAL @ RIDGE FASTENED AT <br />USP RT16 OR <br />1/2" CDX PLYWOOD OR <br />48" O.C. EACH JOINT W/ (3) 10d <br />EQUAL @ EA. <br />7/16" OSB SHEATHING <br />MAX. & (2)10d TOE NAILS @ <br />OUTLOOKER <br />ATTACHED W/ 10d <br />EA. END @ 48" O.C. <br />NAILS @ 6" O.C. EDGES <br />GABLE <br />AND 12" O.C. FIELD <br />TRUSS VERT. WEB <br />TRUSS <br />15# FELT <br />SPACED @ 48" O/C MAX. <br />PAPER BACK METAL <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />LATH <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />2x6 P. <br />PARGE COAT OF <br />CORD ATTACHED W/ (2)16A TOENAILS <br />SILL <br />CEMENTITIOUS FINISH <br />wx 1 n <br />r:� <br />x <br />TO BE 7/8" THICK FINISH <br />IN THREE COATS. TYP. <br />2x4'T" ON TO <br />OF PANEL BLOCKING, <br />U.N.O. AT EXT. FRAME <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. <br />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 <br />14 <br />10dX3" @ 3" O/C <br />DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR <br />THROUGH CHORD <br />FIRST 8'0" FROM END WALL @ 4" O/C TYPICAL <br />INTO 2"x6" P.T. PLATE <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />WEEP SCREED <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />INSTALLED PER MANUF. <br />NOTE: IF EMBEDDED <br />SECTION <br />j <br />MOISTURE BARRIER <br />STRAP MISSED VERTICAL <br />WEB; USE <br />S SCALE: N.T.S. <br />S5 <br />USP HTA20 @ EA. TRUSS <br />MSTAM36 ON OUTSIDE <br />VERT. WEB (24" O/C MAX.) <br />SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL EA. OUTLOOKER <br />TOP CORD BLOCKING \ 45°± <br />FOR FIRST FOUR <br />ROWS OF TRUSSES @ <br />EDGES OF <br />SHEATHING TYP. 2X4 KICKER <br />@ 8'-0" O/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 WALLBOARD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <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 Wl (3) 3/16"x 2 1/4" <br />TAPCONS. SECTION 2 <br />SCALE: N.T.S. Srj <br />REFER TO SECTION TL <br />1A ON SHEET S5.1Qj <br />T <br />FOR X-BRACING, AND M <br />TOP CHORD N ;o 0o <br />BLOCKING `O <br />INFORMATION 1 1 <br />WOOD TRUSSES 00 <br />2x4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <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 />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />O/C W/ 2 -16d <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 />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />o <br />SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( O <br />2"x4" OUTLOOKER @ 24"- <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />;ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) J 10dx3" O/C <br />TOENAIL 6" 0/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 />RUNNERS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <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 />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" 0/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 CEMENTITIOUS <br />2x4 PANEL BLOCKING @ 48" <br />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 I <br />CHORD SLOPE OF ADJACENT <br />2x4 "T" ON TOP OF PANEL <br />TRUSS) <br />BLOCKING, FASTEN WITH 10dx3" <br />@ 4" O/C <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24 O/C <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 />OSB SHEATHING ATTACHED <br />ALL LATH AND LATH ATTACHMENTS TO <br />BE OUT OF CORROSION -RESISTANT <br />MATERIALS <br />TOP CORD <br />BLOCKING FOR <br />2x4 OUTLOOKER <br />BACKNAIL W/ (2) FIRST FOUR ROWS <br />SEE STRUCTURAL <br />16d NAILS °� 24" 0/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 />7/16" OSB SHEATHING <br />2x4 PANEL BLOCKING <br />ATTACHED W/ 10d NAILS @ <br />@ 48" O/C FOR THE <br />6" O.C. EDGES AND 12" O.0 <br />FIRST (4) ROWS OF <br />(2)16d <br />FIELD <br />TRUSSES FROM EA. <br />NAILS <br />15# FELT <br />END TYP. TOP & <br />PAPER BACK METAL LATH <br />BOTTOM ATTACHED <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 />STUD WALL SEE TYP. SEC.)TEXTURES <br />( <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 />8d @ 6"O/C <br />WOOD TRUSSES <br />(2) 16d NAILS W/ 10d NAILS @ 6" O.C. <br />ED ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 <br />r— k'-� <br />SEE PLAN FOR 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 />------ <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 />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 />_- <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 7' BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED <br />W/ 10d NAILS @ 4" O.C� <br />TYPICAL <br />16d NAIL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAILK 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" BRACEr7 <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 />Cd <br />_ <br />wCi <br />0 <br />o <br />v <br />0 <br />Z O <br />w ' <br />w "v <br />m - <br />0 <br />cal v <br />' <br />0 <br />w <br />o <br />o <br />o' <br />X <br />Q <br />o <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2)'T' 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 />W/ DROP CEILING BRACING DETAIL <br />L 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 />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 />() Q <br />= W <br />w <br />0 Z w <br />Q <br />WQp <br />J jj75 <br />= <br />o <br />N <br />w w W <br />H <br />CV <br />w 0UU <br />ow <br />QLu <br />r- � <br />��co <br />2 cn <br />Cl <br />OZ <br />Lo <br />F— <br />X�—Z <br />o a <br />Q <br />}zO <br />:3w <br />>o <br />\ <br />w <br />L <br />` <br />HOW <br />Z� <br />UIn <br />`ZF <br />\ <br />_ <br />o <br />�� _ <br />�� <br />w <br />w�5i- <br />LO w <br />o <br />=0� <br />HH <br />Q <br />V) 4) E <br />O <br />W L .p cl <br />} "' <br />f' % M <br />AVAM� — L c )i <br />W B 8 <br />_0 <br />= 0 u-S R Q <br />L v <br />a° <br />.N w Q:;T <br />oc)o E� <br />W L <br />0 1 a 'a <br />W <br />�u IllUj <br />~afig <br />w0~ <br />§ ~ zaf <br />Wm <br />z <br />OOQLLJ <br />n <br />oXJof <br />QZu-u- <br />J <br />Qu mODHQQQ <br />� <br />�CL > <br />zowwx¢pwaO <br />p�U�OZ <br />ww¢o2�~ <br />w0 <br />O0� o <br />¢ <br />oQz <br />LLQ 0 <br />¢LL <br />O <br />zw <br />0� <br />> (n O <br />M0 <br />Q co Lo <br />U) ti <br />cli <br />00 <br />Q U Q <br />~ <br />Z <br />Luw� <br />J O <br />O <br />0 <br />N <br />0 <br />N <br />N <br />4 <br />O <br />o <br />1 <br />�0 <br />L <br />0 <br />> <br />Lo <br />1 <br />O <br />Z Z <br />O <br />N <br />wvr-> <br />0 <br />=) <br />N <br />z <br />� <br />0 a- <br />O <br />W F- Q <br />=�^^ <br />(<� <br />V <br />W~w <br />vJ <br />Q <br />=m0Z <br />O 3: —1 <br />Z <br />�2ZW <br />O-12z <br />Z Z <br />(V <br />O <br />w <br />00 <br />a w <br />m <br />Z � <br />Z 0z <br />=Q <br />Z <br />O <br />U <br />0U� <br />o <br />m <br />� <br />Q <br />Z <br />S5 <br />Z <br />Z <br />W <br />J <br />w <br />0 <br />o <br />LAST PLOT <br />DATE <br />>-- <br />m 0 <br />May. 24, 17 <br />Z <br />O <br />STRUCTURAL <br />— <br />J <br />i DETAILS <br />