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a <br />L <br />-o <br />No <br />to <br />7t. <br />I <br />N <br />fr <br />x <br />C> <br />0 <br />ra <br />N <br />tm <br />N <br />i <br />t <br />Q <br />N <br />N <br />v <br />o. <br />E <br />f2 <br />E <br />J <br />L� <br />E <br />0 <br />i <br />�i <br />a <br />0 <br />v <br />0 <br />J <br />N <br />N <br />C\O <br />a� <br />0 <br />0 <br />0 <br />0 <br />N <br />O <br />N <br />ai <br />5 <br />0 <br />-Cn <br />Uf <br />m <br />0 <br />SIMPSON HGAMV <br />W/ <br />(4)1/4"xi 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />i <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />TOENAIL W/ (2)16d NAILS <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />BACKNAIL W/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />SIMPSON H10A w/ (18) <br />10d x 1 12" AT EA.� <br />OUTLOOKER <br />BACKNAIL w/ (2)16d NAILS <br />2"x4" SEE STRUCTURAL NOTES - <br />OUTLOOKER AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />ROWS OF <br />MAX. <br />TOP CORD BLOCKING i <br />45°± <br />rr <br />2X4 CONT L" BRACE <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />EDGES OF 2x4 CRAS BRACE <br />V5'±24" <br />10d x 1 12" @ EA, <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8--0" O/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2 TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. EN <br />END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />ABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />r <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />•' <br />BLOCKING <br />— -J <br />ATTACHED W/ 10d <br />EA. END <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 FIRST <br />10dX3" @ 3" O/C <br />THROUGH CHORD <br />(4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD L <br />EDGES AND 12" O.C. FIELD <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROMri <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />O.C. MAX) w/ MIN. 4" GABLE WEB <br />STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK SECTION <br />WEB, USE MSTAM36 W/ (7) 2 <br />10d NAILS & (4)1/4"X21/4" SCALE: N.T.S. <br />TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 <br />BACKNAIL W/ (2)16d NAILS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR r T SEE STRUCTURAL <br />X-BRACING, AND TOP r NOTES AND NAILING <br />CHORD BLOCKING N SCHEDULE FOR <br />INFORMATION `� 00 °0 SHEATHING DETAIL <br />1 1 1l ". 2"x4" CROSS BRACE <br />WOOD TRUSSES 6 APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2X4 RAT RUN BRACING EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING <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 FI 48" (4)O/C FOR THE <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST E ROWS OF <br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. <br />0/C w/ (2)16d END TYP, TOP & <br />TOENAILS @ EA. END NOTES: 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 W/ (2)16d TOENAILS <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x <br />10d x 1 12" AT EA. 1 12" AT EA STUD (USE <br />BACKNAIL w/ (2)16d NAILS <br />OUTLOOKER SP6 FOR 2x6 WALL, USE <br />SEE STRUCTURAL NOTES - <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />4 MAX. ELEVATIONS) <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4"CROSS BRACE <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2) 10d <br />EACH JOINT W/ (2) <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />SECTION FOR SIZE & 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" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON H10A w/ (18) <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />" MAX. EDGES OF <br />SHEATHING TYP. <br />-"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />r-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" -� <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ (12)10d <br />16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. <br />2X4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD <br />SIMPSON H10A w/ (18) <br />10dx112"AT EA. <br />OUTLOOKER -� <br />(2)16d NAILS <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 2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C <br />EXT. WALL CONN. COMMON NAILS (ONE INTO EACH OUTSIDE FACE OF <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. SrJ <br />2X4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />" MAX. EDGES OF <br />SHEATHING TYP. <br />-"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />r-GABLE TRUSS <br />�1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />/�:JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g <br />D <br />SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />:ROSS BRACING PRE-ENGINEERED <br />3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES <br />OCATIONS) 10dx3" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2) 16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S'J <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />all ° II. ° lI allm \ JI II Ik . II a `° ° .II <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />\-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2X4 BLOCKING W/ <br />(2)12d TOENAILS <br />8d @ 6"O/C <br />1nrnn1"t rnr roo�o <br />1/4"xi 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />\-BRACING w/ (3)10d x 3" AT <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 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"4" (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 />SIMPSON HGA10KT w/ (4) 1/4°xl 1/2" SDS^^ ^ <br />—?,viv i . ocr?nirva — <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 />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />a <br />2x4 BLOCKING -,,,,,,- <br />LOCKING 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 WE <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 -i <br />SINGLE "L" BRACING DETAIL s <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 -i <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 DIET. J/S5 -t CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />L <br />-milli <br />■101 <br />�� <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 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <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 TO <br />FIXED LOCATION ATTACHED W/ (2)10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />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 />4y9?�9�i:illl%a41F1�®ff�' <br />10 <br />.x'w <br />.. <br />O <br />C 4 O <br />e` <br />'fill 1106�9U��e�, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2011 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />rn <br />H <br />Q <br />.� <br />.8� <br />N f0 ap <br />OOO N <br />V <br />Q <br />CD 'D J <br />M N N co LL <br />�MO N J 7# <br />0 <br />7 LL LL n. <br />Q <br />era - aar <br />i <br />Z <br />� �, C, o <br />i <br />�29 mmo <br />W <br />E Q <br />Z <br />rn rn <br />N p �' O Lo <br />A N Q M ZQ U� � <br />OO ❑0❑ <br />W <br />M <br />r <br />z N O <br />— <br />z W NN <br />z O Q <br />Q � <br />J (h <br />d N <br />U0 <br />z <br />�4-J-J <br />U LL <br />'v <br />V% Y <br />W � <br />�Ir1� <br />U <br />o `G <br />0 <br />�V) <br />N <br />W <br />c <br />o <br />ro <br />y <br />� <br />U CO <br />w <br />r- E2 e <br />C) s <br />= i' <br />= r <br />U o N <br />• <br />U3 <br />Q <br />lm <br />o <br />WCIDJ <br />M <br />z <br />o <br />Zd <br />LL <br />Q E <br />0 <br />=o <br />>o <br />z® <br />N <br /><= <br />o00 <br />w0 <br />i.E (d <br />E U <br />O Q <br />0 Y <br />o <br />o <br />Wz <br />r< <br />C <br />v <br />Z$ <br />O U <br />"° <br />0 <br />z , <br />'<W <br />`n <br />og <br />go <br />N <br />a <br />�w <br />W <br />U <br /><s <br />H <br />ITE <br />o <br />mz <br />w� <br />�° <br />V <br />< <br />=1w <br />01 <br />03 <br />> d, <br />d <br />W <br />m <br />■� <br />r <br />c <br />Csi <br />_ <br />N <br />.-. <br />Q <br />C <br />N <br />O <br />A <br />o <br />'0 <br />(� <br />6 <br />r <br />N <br />o <br />C3� <br />Z <br />TT <br />c ) <br />c) CV <br />0 <br />E <br />m <br />= N <br />N <br />z <br />Eo <br />4 <br />a <br />U <br />Q p <br />JOB <br />NO: <br />20-2746 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />