Laserfiche WebLink
SP HGAM10 W/ <br />4"x1-3/4" WEDG <br />OLTS & (4) SDS <br />1 1/2" SCREWS <br />I <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR •• <br />FIRST FOUR <br />ROWS OF <br />TRUSSES @ <br />EDGES OF 2x4 CRO BRACE <br />SHEATHING APPROX. 8" FROM <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />EA. END @ 48" O.C. <br />J <br />TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND 7KNAIL W/ (2)16d NAILS <br />2"x4" OUTLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL <br />@ 24" O.C. SHEATHING DETAIL @ 2"x4" <br />EA. OUTLOOKER <br />OUTLOOKER <br />7 — <br />45° ± <br />V4" MAX. <br />TOP CORD BLOCKING 45°f <br />2X4 CONT"L" BRACE <br />SP RT16, R <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />• <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />2x8 SYP#2 "L" BRACE TO <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />EXTEND @ LEAST 90% OF <br />AT LEAST 90% OF WEB <br />@ <br />2x4 CROSS BRACE 8 -0 0/C. <br />WEB LENGTH &NOTCH @ <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRSTF <br />1/2" CDX PLYWOOD OR <br />10dX3" @ 3" O/C <br />THROUGH CHORD <br />INTO 2"x6" P.T. PLATE <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 />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD <br />� <br />INSTALLED PER MANUF. <br />INSTALLED <br />P.T. SILL NOTCH 1" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />US A TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER <br />P HTA20 @ E O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED TAPCONS. <br />STRAP MISSED VERTICAL SECTION 1 SECTION 2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. CJ`CJ SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />SEE STRUCTURAL— <br />ON SHEET S5 FOR <br />r r <br />x <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />CHORD BLOCKING <br />00 °° <br />SHEATHING DETAIL <br />INFORMATION <br />1 ig <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 />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />4D� <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(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 />@ 48" 0/C FOR THE <br />FIRST (4) ROWS OF <br />2X4 BLOCKING @ 24" <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. 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 <br />rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (0'8� <br />ADDITIONAL INFORMATION. SCALE: N.T.S. CJ+5 <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 />(— CONTINUOUS BOTTOM CORD BRACING 2'W" MIN. SEE M/S5 <br />CROSS BRACING DETAIL ri <br />12 <br />6.9 MAX. �. <br />SCALE: N.T.S. <br />RU <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />55 <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />I Bade dll � e ° e ell 1 a Il dae d nm \� ' 11 e e a II da d a � � III ° a a a� d ad Imo e ° Ilea a a Ile dan <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL — <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />4" MAX. <br />EA. OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />• USP <br />8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />• <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />2) 16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2)16-d TOENAILS 10dx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />BACKNAIL W/ <br />(2) 2x4 OUTLOOKER <br />8d @ 6"O/C <br />16d NAILS <br />@ 24 O/C <br />TOP CORD <br />WOOD TRUSSES <br />BLOCKING FOR <br />USP RT16 OR <br />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 />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />• <br />W/ 10d NAILS @ 6" O.C. <br />E SAND 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 BLOCKING W/ <br />(2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />`MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />GABLE END BRACING 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 />SCALE: 3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />F@ 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. 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 <br />7/16" OSB SHEATHING <br />: <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH STUD <br />SECTION <br />4 <br />SCALE: N.T.S. <br />S5 <br />2 x4 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.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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"4" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - 3'-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 />END JACK <br />1 V-0" MAX. <br />o <br />C7 <br />CL <br />CORNERJACK <br />Y <br />Q <br />W <br />Z <br />LL <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />W <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -t <br />2x4 BLOCKING 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 -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"1" 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 <br />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />LLU <br />U <br />---- <br />_-- <br />0 <br />o <br />;. <br />O <br />W <br />W <br />m o <br />v <br />o <br />0 <br />d <br />W <br />o <br />o <br />r <br />171 <br />g <br />o <br />o <br />r <br />X <br />o <br />o <br />X <br />Q� <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 />W/ DROP CEILING BRACING DETAIL <br />2� <br />2� <br />LTOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'4' 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 />z�, <br />m <br />0 <br />— 0 <br />Z <br />Z <br />Q <br />kjj <br />z <br />O <br />� <br />� w <br />C) <br />• U -- <br />w <br />N <br />o <br />o0 <br />'— <br />m i` <br />U <br />w <br />l� E <br />—3 <br />Rig <br />Nm <br />ccnc`n <br />NMM <br />020 <br />m <br />ID <br />u-co <br />0 <br />Ly N <br />Qrn <br />CL 0 <br />�n c <br />a<o <br />A 1 <br />B*1 <br />®®� <br />NCB➢C <br />c <br />I� <br />J Z <br />� <br />v <br />Z ) <br />1i1111111 <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />Within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z� <br />O � N <br />U0 ­ <br />� C O <br />M <br />Q��Ln <br />d 0 •,_ d- <br />z <br />2: A <br />Q U- <br />Q� U <br />Q E <br />z <br />IT <br />W -i <br />O <br />d- <br />0 <br />�z <br />zaa <br />W¢IQE <br />U48° <br />°WWI <br />Rz <br />J <br />l�l <br />>-a°w <br />o��s <br />U �8 <br />L <br />d' <br />I w <br />v, <br />Zp <br />Z <br />a ° <br />V <br />�z <br />> <br />� <br />�--I <br />W <br />s � <br />a <br />z <br />Q <br />L1J <br />o <br />z_ <br />ori � <br />�Se SeP <br />0 <br />Q <br />P86 <br />u2m5 <br />oao< <br />N. <br />LL <br />ZWa� <br />�az� <br />Q <br />p��� <br />LL <br />Z <br />a <br />'to�Z <br />Z <br />oa <br />M <br />ton <br />Q <br />Z <br />z <br />DMZ <br />gz <br />cor <br />Z <br />W <br />= <br />�° <br />aW <br />L <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />