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I <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL <br />W/ (2)16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />AL - SEE <br />BLOCKING FOR <br />OUTLOOKER <br />OLEVOPTIO <br />) <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL — <br />ROWS OF <br />45' t 24" MAX. <br />TOP CORD BLOCKING 45*+ <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED Od <br />FIRST OUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />EDGES OF 2x4 CRO BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />40/C. CMID <br />OFTRUSSE EDGES <br />SHEATHING DETAIL <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE - <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />48" O.C. EACH JOINT W/(3) 10d <br />() <br />AT LEAST 90% OF WEB <br />@ 8 -0" 0/C. <br />EXTEND LEAST 90% OF <br />@ <br />� USP <br />8 FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />MAX. & (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />• <br />' <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />WALL SECTION FOR SPACING <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ ' <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />—� <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7l16" <br />@ 48" O/C FOR THE <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING @ 48" <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />FASTEN WITH 10dx3" 4" O/C SPACED <br />@ <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL � <br />�� �� <br />NOTCH L BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />"J" <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" O/C <br />5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'4' <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />VERT, WEB (24" 0/C MAX.) <br />W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. <br />SECTION <br />r2 <br />STRAP MISSED VERTICAL <br />1 <br />SECTION <br />3 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />55 <br />SCALE: N.T.S. <br />S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />T <br />'� <br />SEE STRUGTURAL— <br />X-BRACING, AND TOP <br />r <br />"' <br />" <br />NOTES AND NAILING <br />SP HGAM10 W/ (4) <br />CHORD BLOCKING <br />00 <br />;o <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />4"x1-3/4" WEDGE <br />INFORMATION <br />OLTS & (4) SDS 1/4" <br />1 1 <br />1/ .. <br />2"x4" CROSS BRACE <br />1 1/2" SCREWS <br />WOOD TRUSSES <br />;° <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />1 <br />1 2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />-- <br />-- <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />`� <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />I_ll <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW <br />() (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING 24" <br />@ <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />0/C W/ 2 -16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />W/ (2)16-d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <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 />EXT. WALL CONN. <br />@ <br />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 <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4" = V-0" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. SrJ <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.0 <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C @-/ �/ <br />TOENAIL R <br />6" O/C UN <br />NE <br />W/ (2)16d TYPICAL UN <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />�- CONT. BEARING <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 />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24" 0/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR <br />x FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. 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 />8d @ 6"O/C <br />WOOD TRUSSES <br />(2) 16d NAILS W/ 10d NAILS @ 6" O.C. <br />E 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 />SEE PLAN FOR 1/2" SCREWS <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL-1 <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. SrJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />-MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. 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"=T-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />TI <br />10d NAILS @ 4" <br />16d NAILS @ 24 O/C <br />O.C. TYPICAL <br />TOP CORD <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />USP RT16 OR <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL <br />EQUAL @ EA. <br />OF TRUSSES @ <br />5 <br />SCALE: N.T.S. S5 <br />OUTLOOKER 24" MAX. EDGES OF <br />SHEATHING TYP. <br />2x4 "T" BLOCKING <br />"L" BRACE TO EXTEND <br />• <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />LENGTH (SEE TABLE) <br />48" O.C. <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />7/16" OSB SHEATHING <br />TYPICAL <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />O.C. FIELD <br />(2)16d NAILS <br />SINGLE "L" BRACING DETAIL 6 <br />Cm 2x4 "T" ON TOP OF PANEL <br />SCALE: N.T.S. S5 <br />BLOCKING, FASTEN WITH <br />DIAPHRAGM <br />10dx3" @ 4" O/C <br />BLOCKING @ <br />USP HGA10 @ 36" <br />48" O/C <br />O.C. <br />GABLE TRUSS <br />DBL. TOP <br />STUD WALL <br />TRUSS VERTICAL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH STUD <br />(2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />SECTION <br />4 <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACEr7 <br />SCALE: N.T.S. <br />S5 <br />AS PER NIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />20'-0" MAX <br />"X" BRACE SEE DET <br />J/S5 CONTINUOUS SOTTO CHORD BRACINGWA MIN <br />2 x 4 BLOCKING W/(2)10d <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />� /N 4 nNAn <br />0 <br />z <br />w <br />BRACING W/(3) 10d x 3" @ <br />• EACH CONN. @ 24" O/C <br />_\-MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />a <br />---- <br />LU <br />0 <br />o <br />0 <br />-v <br />z o <br />w <br />m o <br />0 <br />o <br />' <br />0 <br />-v <br />d <br />w <br />Q <br />q <br />b <br />Q <br />o <br />T <br />CC <br />L <br />w <br />ARCHITECTURAL FINISH NOTE: / <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.0.) <br />"L" BRACE <br />24" <br />010" - 3'-0" <br />T-0" - 6'-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2'W" 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 />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <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 />SCISSOR TRUSS <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 />UI <br />(M <br />o <br />_ <br />z <br />z <br />Ln U <br />�---� Lll <br />OUU <br />E <br />rti <br />C%iZD <br />o 0 <br />04 <br />C) <br />L.L.I <br />EE <br />— U <br />M M <br />C co co <br />_- 'O M <br />O O N <br />z <br />C)� <br />_qLLco <br />��.Q <br />Q rn <br />rn o <br />N-CB�DC <br />{{q 1 <br />��//�� ltq�i <br />l�J ♦ <br />....cz> <br />C S <br />J <br />J <br />LU <br />JJL <br />To the best of the En +t is k I¢ti fo matigr'� d <br />belief, the structural pla n ecirW'ons pp §�irred <br />within these drawings comp) i}� th d� �`✓ ida <br />Building Code -Residential 6th Edition. ngineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z cV <br />0�� <br />m <br />� M O <br />Q On (10 Lr) <br />d to •z <br />vi <br />Q � <br />LL <br />F- M <br />ce- V Q00 <br />a <br />E� <br />Z <br />wJ <br />C:) <br />J <br />�R <br />em <br />z a <br />w¢6a <br />UZ�° <br />Z <br />J <br />MO. <br />ouu6iS <br />U coOO <br />O z <br />Zo <br />Td' <br />V j <br />U)f <br />z <br />4 <br />z <br />'O <br />Q <br />wo <br />> <br />C: <br />z <br />0 <br />oP� <br />J <br />r-0 �ai <br />cr`z�2ra_ <br />K2 <br />WzJ <br />Uaz <br />Q <br />V <br />ua <br />S L f <br />Z <br />Z <br />N <br />U- =, <br />Lu CY <br />J <br />LLJ <br />2:G <br />z <br />N H <br />Y 4 <br />ul <br />In <br />Q <br />!~ <br />LO <br />z <br />ZZ <br />a <br />JO <br />0 <br />Cb <br />J <br />W <br />= <br />�w <br />rn <br />,-+ <br />a <br />cn <br />Z <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 2mO <br />SHEET NO. <br />S5 <br />