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I I It IL__311- 1 d. <br />b <br />USP HGAM10 W/ (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SDS 1/4 <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.7 <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45" ± <br />24" MAX. <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 />f <br />TRUSS <br />15# FELT <br />SPACED @ 48" 0/C MAX. <br />z// <br />PAPER BACK METAL <br />r <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />LATH <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOMg <br />P. <br />PARGE COAT OF <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />SILL <br />CEMENTITIOUS FINISH <br />TO BE 7/8" THICK FINISH <br />IN THREE COATS. TYP. <br />2x4'T" ON T013 <br />OF PANEL BLOCKING, <br />U.N.O. AT EXT. FRAME <br />FASTEN WITH 10dx3" @ 4" O/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 />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 />1 <br />MOISTURE BARRIER <br />STRAP MISSED VERTICAL <br />WEB; USE <br />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 <br />45"t <br />/ <br />FOR FIRST FOUR <br />\` <br />ROWS OF TRUSSES @ <br />EDGES OF <br />SHEATHING TYP. <br />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 />101, <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 <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />74" 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 />Wn-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TAPCONS. SECTION <br />2 <br />SCALE: N.T.S. <br />S5 <br />REFER TO SECTION <br />SEE STRUCTURAL — <br />1A ON SHEET S5.1 <br />FOR X-BRACING, AND <br />" <br />NOTES AND NAILING <br />TOP CHORD <br />N <br />SCHEDULE FOR <br />BLOCKING <br />`O <br />°° <br />SHEATHING DETAIL <br />INFORMATION <br />14 <br />1/ " <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />;, <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST ROWS OF <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSEE S FROM EA. <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />O/C W/ 2 -16d <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 <br />(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 <br />(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"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SCALE: N.T.S. ca <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />>EE PLAN FOR xr <br />OCATIONS) <br />TOENAIL-)610dx3" 0/C" 0/C <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />'- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE WS5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />V V I \ 1. YLPN \11"u <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />RU <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR 2x4 OUTLOOKER @ 24" <br />SHEATHING DETAIL " O.C. OPTIONAL -SEE <br />2 x4 OUTLOOKER @ 24 MAX. ELEVATIONS) <br />24" O.C. <br />2X4 CONT"L" BRACE FASTENED TOP CORD BLOCKING USP RT16 OR EQUAL C <br />W/ (2) 10d 3"@ 24" 0/C. CMID EA. OUTLOOKER <br />HEIGHT FOR FIRST FOUR ROWS <br />2x8 SYP#2 "L" BRACE TO EXTEND OF TRUSSES @ EDGES DOUBLE TOP PLATE <br />@ LEAST 90% OF WEB LENGTH & OF SHEATHING TYPICAL 2x4 CROSS BRACE APPROX. <br />NOTCH @ BOTTOM CHORD (SEE 8" FROM RIDGE FASTENED Al <br />TABLE) USP SPT4 EACH JOINT W/ (2)10d & (2) <br />USP RT3A WITH 8-8d FROM @ EA. 10d TOE NAILS @ EA. END <br />LEDGER TP BLOCKING STUD 2X6 FRAMED WALL - SEE <br />15# FELT WALL SECTION FOR SPACING <br />PAPER BACK METAL LATH 1/2" CDX PLYWOOD OR 7/16" <br />PARGE COAT OF CEMENTITIOUS OSB SHEATHING ATTACHED <br />FINISH TO BE 7/8" THICK FINISH IN W/ 10d NAILS @ 6 O.C. EDGES <br />THREE COATS. TYP. U.N.O. AT AND 12" O.C. FIELD <br />EXT. FRAME WALLS. SEE 15# FELT <br />ELEVATION SHEETS FOR PAPER BACK METAL LATH <br />TEXTURES PARGE COAT OF CEMENTITIO <br />GABLE TRUSS 2x4 PANEL BLOCKING @ 4811FINISH TO BE 7/8"THK FIN IN <br />1/2" CDX PLYWOOD OR 7/16" OSB O.C. FOR THE FIRST (4) ROWS THREE COATS. TYP. U.N.O. AT <br />SHEATHING ATTACHED W/ 10d OF TRUSSES FROM EA. END EXT. FRAME WALLS. SEE ELE\ <br />NAILS @ 6" O.C. EDGES AND 12" TYP. TOP & BOTTOM ATTACHED SHEETS FOR TEXTURES <br />O.C. FIELD W/ (2) 16-d TOENAILS (2) 16d NAILS <br />2x4 LEDGER (MATCH BOTTOM 2X4 BLOCKING <br />NOTCH "L" BRACE HERE CHORD SLOPE OF ADJACENT 2x47" ON TOP OF PANEL <br />WEEP SCREED TRUSS) BLOCKING, FASTEN WITH 10d) <br />INSTALLED PER MANUF. @ 4" OIC <br />MOISTURE BARRIER SECTION K�_3 <br />SCALE: N.T.S. S'J <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24 0/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 />(2) 16d NAILS W/ 10d NAILS @ 6" O.C. <br />ED ES AND 12" G.C. FIELD <br />7__Z� JACK TRUSS <br />/—S E PLAN FOR <br />2x4 "T" ON TOP OF PANEL-J <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ E <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. Srj <br />GABLE END BRACING DETAIL <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />SCALE: 3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />ALL LATH AND LATH ATTACHMENTS TO <br />BE OUT OF CORROSION -RESISTANT <br />MATERIALS <br />TOP CORD <br />BLOCKING FOR <br />BACKNAIL W/ (2) <br />2x4 OUTLOOKER FIRST FOUR ROWS <br />SEE STRUCTURAL <br />16d NAILS <br />@ 24" O/C 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. <br />EXTEND AT LEASI <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" 0.( <br />TRUSSES FROM EA. <br />(2)16d <br />FIELD <br />END TYP. TOP & <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 />8d @ 6"0/C <br />TRUSSES <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <br />BE 7/8" THK FIN IN THREE <br />USP HGA10 @ 36" O.C:--"COATS. TYP. U.N.O. AT <br />DBL. TOP PLATE EXT. FRAME WALLS. SEE <br />D ELEVATION SHEETS FOR <br />USP SPT24 @EACH STU <br />TEXTURES <br />STUD WALL (SEE TYR SEC.) 2x4 "TON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SECTION 4 <br />SCALE: N.T.S. S5 <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 />7ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />a_ <br />2x4 BLOCKIN 2x4'7" 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 />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0.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" 0/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. 15 <br />20'-0" MAX 20'-0" MAX <br />'BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />w <br />w <br />- <br />- <br />0 <br />1 <br />c <br />-- <br />o <br />v <br />0 <br />1 <br />S' <br />"- <br />2 <br />— <br />— <br />— <br />— <br />z CD2,w ' <br />wv <br />o <br />1 <br />�r <br />T <br />Q <br />o <br />� <br />o <br />/ <br />I-, <br />0 <br />1 <br />d <br />---- <br />w <br />Cl <br />w <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 />a <br />m� <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 />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 />J <br />= w <br />w <br />0 Z <br />W¢0_ <br />LL. <br />U <br />ti <br />o <br />waW <br />= <br />o <br />j2X <br />Zp <br />CDWOm <br />;Z <br />2 Q <br />Nw ., <br />Lo <br />O <br />^ <br />Co <br />- 0 N <br />H F_ <br />e�, <br />4 <br />=F-Z„� <br />F oz <br />¢ <br />u- <br />5 <br />F w <br />1 <br />' c, w <br />w <br />2 <br />-WpF <br />UZ`0 <br />�¢w <br />vy <br />"tom <br />UJI <br />C <br />%0 I? U <br />M N <br />O 2 <br />O �8 m Q <br />.s W�.q <br />N <br />C <br />clNCO <br />7� s` o <br />0 - _ a a <br />W <br />I1J <br />w <br />w W ~¢ WmJ w1YZQ' Z <br />a� <br />Q02 JUiO3-w(nuuoO <br />��x z"'ozmo'I. <br />JD <br />1— <br />(�oZ <br />Z <br />CYw��OZoWOo0caz:3 <br />�a2-0ZYOZZ'L0Wvoa <br />fA <br />¢�w����_�w620 <br />OQ o =O o�Z�¢ <br />¢ <br />�¢w <br />i <br />O <br />N <br />Z <br />0 F- <br />> CA o <br />co O <br />Q M L) <br />LL ti <br />< <Q Lo <br />M <br />aUa00 <br />~ <br />Z <br />w <br />w� <br />�o <br />(o <br />N <br />V_ <br />r <br />M <br />04 <br />Od' <br />C6 <br />O <br />O <br />1 <br />Q <br />Lo <br />NL <br />> <br />r <br />N <br />> <br />o <br />� <br />WU�> <br />wwC/) <br />(U <br />U�oco <br />r- <br />Z <br />F- <br />o a <br />� <br />ZWFF--- <br />_a <br />`— <br />< <br />0002 <br />z <br />W <br />oce <br />Z�� <br />zx <br />0 <br />wOpp <br />IZZZLL. <br />OUg}W <br />D <br />NZZ <br />a T-'-1 <br />z <br />Sao <br />Z <br />U <br />OL)� <br />O <br />m <br />Q <br />Z <br />Z <br />z <br />w <br />J <br />W <br />(4%4 <br />o <br />LAST PLOT DATE <br />>M <br />. a <br />Oct. 10, 17 <br />O <br />STRUCTURAL <br />— <br />_ <br />i DETAILS <br />