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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. <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 />TRUSS <br />15#FELT <br />SPACED @ 48" 0/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)16-d TOENAILS <br />SILL <br />CEMENTITIOUS FINISH <br />TO BE 7/8" THICK FINISH j <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" 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 1 114" 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"4" 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 />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 />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 -7 <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/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />TAPCONS. SECTION <br />2 <br />SCALE: N.T.S. S5 <br />1A ON SHEET S5.1 - N T <br />FOR X-BRACING, AND r M M x <br />TOP CHORD N oo oo <br />BLOCKING <br />INFORMATION 1 1 <br />WOOD TRUSSES bo co <br />2x4 RAT RUN BRACING " <br />AT 24" O.C. ON TOP OFflv <br />12- <br />1 2 <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 />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 = 41/2") 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 51/2" 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 114" 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 BEARING LOCATION 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" 55 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° <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) J 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 />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 />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 />Ilk <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 CEMENTITIOL <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 LEDGER (MATCH BOTTOM <br />2x4 BLOCKING <br />CHORD SLOPE OF ADJACENT <br />2x4 "T" ON TOP OF PANEL <br />TRUSS) <br />BLOCKING, FASTEN WITH 10dx: <br />@ 4" O/C <br />SECTION 3 <br />SCALE: N.T.S. S5 <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" O.C. FIELD <br />SEE PLAN FOR <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 />vv. ..�r..u•u var i ,pan w (i r.� - <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 />ALL LATH AND LATH ATTACHMENTS TO <br />BE OUT OF CORROSION <br />-RESISTANT <br />MATERIALS <br />TOP CORD <br />BLOCKING FOR <br />2x4 OUTLOOKER <br />BACKNAIL W/ (2) FIRST FOUR ROWS <br />SEE STRUCTURAL <br />24" 0/C <br />16d NAILS @OF <br />TRUSSES @ <br />NOTES AND NAILING <br />EDGES OF <br />SCHEDULE FOR <br />SHEATHING TYP. <br />SHEATHING DETAIL <br />USP RT16 OR <br />EQUAL @ EA. <br />"L" BRACE TO <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" 0/C FOR THE <br />ATTACHED W/ 10d NAILS <br />FIRST (4) ROWS OF <br />6" O.C. EDGES AND 12" O.( <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 />BE 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 />SCJ <br />8d @ 6"0/C <br />WOOD 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 />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 />RCHITECTURAL 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 />a_ <br />z <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 />48 O.C. <br />16d NAIL <br />"L" BRACE ATTACHED <br />W/ 10d NAILS @ 4" O.C� <br />TYPICAL <br />GABLE TRUSS WEB J <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 J <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 BOTTOM CHORD BRACING 2X4 MIN. <br />w <br />_— <br />----w <br />---- <br />w <br />0 <br />o <br />0 <br />z o <br />w ' d <br />m o <br />o <br />0 <br />d <br />w <br />o <br />ED <br />o <br />w <br />cc <br />NOTE: <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 1-03 SCALE: N.T.S. SrJ <br />SCISSOR TRUSS <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 />�w <br />U <br />w <br />~ <br />LL <br />W z <br />Q <br />m <br />O <br />N <br />W d Q <br />0 <br />= <br />z <br />N_ <br />w 0 0 <br />OW <br />N <br />J <br />w Z LL J <br />< <br />N <br />$ <br />u) <br />O <br />00 <br />_ <br />0 Z <br />_ <br />Q <br />` r LL <br />- `Lw <br />u) <br />v <br />.. <br />F- o w <br />AF,az <br />I <br />z <br />y z <br />wow <br />p w <br />�O <br />u� "°m <br />os I_ <br />w <br />2 <br />wol-0 <br />worm <br />F_r <br />/�� LO N E <br />"�Or? <br />W L 0 <br />>1 cy) N <br />NINE 7 <br />N V _0 20 - ° <br />M <br />M <br />Z) .O i' <br />O <br />*� <br />�s °�� �< <br />U <br />e <br />•N w QC <br />^' N <br />W L 000 E <br />a <br />W <br />w~ �� III J <br />Q <br />w <br />�mQ O Z� Z <br />W <br />Q����0 <br />it LL..UO'�0 <br />oO9Q oz < <br />OCW0oWo <br />dZ <br />m <br />IL0OO <br />00 IL <br />_jO>Y❑Z"-0WLLZ °?ZQYoa H <br />Q <br />Q <br />¢ <br />Ow <br />< O <br />Qu <br />O <br />O <br />N <br />Z W <br />0 t-- <br />(n O <br />0 � M O <br />Q u) co � <br />2��� <br />< < Lq <br />d- co <br />Q Q 00 <br />z C) <br />W <br />W <br />_jC) <br />J <br />0 <br />N <br />N <br />4 <br />0 <br />1 <br />�° <br />L <br />0 <br />r <br />Lo <br />1 O <br />z z <br />z0 <br />cu <br />W W (A <br />0 <br />UQ�o <br />~IxW� <br />i <br />''J' <br />W <br />~ <br />z <br />W H Q <br />E- <br />LL <br />I-m0¢ <br />I..L <br />r=F-=Z <br />v <br />Z � Ill <br />J <br />(Qn <br />2 <br />V <br />a'ZZ <br />z w <br />ILL <br />N <br />LLI 00 <br />O <br />_j 2 z <br />0 <br />a M <br />U <br />a— <br />.. <br />z cV <br />F <br />ZQo <br />U <br />U <br />� <br />O <br />m <br />Q <br />Z <br />z <br />w <br />0 <br />LAST PLOT DATE <br />Ei <br />Dec. 21, 16 <br />-F-0 <br />O <br />STRUCTURAL <br />J <br />DETAILS <br />