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3 <br />S <br />m <br />C <br />v <br />00 <br />N <br />. o <br />J <br />04 <br />N <br />N <br />m <br />IE <br />'v <br />00 <br />0 <br />J <br />(\ <br />N <br />0 <br />a> <br />3 <br />a <br />0 <br />0 <br />a <br />E <br />Cl- <br />v <br />c <br />J <br />O <br />U <br />v <br />c <br />UI <br />0 <br />rl <br />i <br />0 <br />LZ <br />0 <br />0 <br />0 <br />0 <br />O) <br />O <br />N <br />0 <br />_W <br />m <br />0 <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d <br />NAILS <br />BACKNAIL W/ (2)16d NAILS <br />SIMPSON H10A w/ (18) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SIMPSON SP4 w/ 6 10d x <br />( ) <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. <br />2"x4" 1Od x 1 12" AT EA. <br />SEE STRUCTURAL NOTES OUTLOOKER <br />1 12" AT EA STUD USE <br />( <br />BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 <br />() ( ) <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />OUTLOOKER AND NAILING SCHEDULE <br />SP6 FOR 2x6 WALL USE <br />10d x 1 12" AT EA. <br />SEE STRUCTURAL NOTES <br />TOP CHORD <br />• <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2Fx4 OUTLOOKER <br />BLOCKING FOR <br />•' <br />FOR SHEATHIN DETAIL <br />@ 24" O/C <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD <br />TRUSSES @ <br />SIMPSON H10A w/ 18 <br />( ) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" <br />FOR FIRST FOUR ROWS <br />4" MAX, ELEVATIONS) <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" EA. <br />@ <br />ROWS OF TRUSSES °� <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />OF TRUSSES @ <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE 24" <br />MAX. EDGES OF <br />TYPICAL @ RIDGE FASTENED AT • <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM SHEATHING TYP. <br />48" O.C. EACH JOINT W! 3 10d <br />MAX. & (2)10d TOE NAILS <br />() @ <br />AT LEAST 90% OF WEB <br />, ' <br />2x4 CROSS BRACE @ 8-0 0/C. <br />EXTEND AT LEAST 90% OF <br />WEB LENGTH & NOTCH AT <br />FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />10d & (2) 10d TOE <br />AT LEAST 90% OF WEB <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ 10 8d <br />( ) <br />2x FRAME WALL SEE WALL <br />( <br />NAILS EA. END <br />@ <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />SECTION FOR SIZE & SPACING) <br />7/16' OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />— —� <br />ATTACHED W/ 10d <br />EA. END <br />: <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />� <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />W/ 1 Od NAILS 6' O.C. EDGES <br />@ <br />TRUSSES FROM EA. <br />@ 6" O.C, EDGES AND 12" <br />CHO <br />1OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />"6 <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />10d NAILS 6" O.C. <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />"T" <br />"T" <br />INTO 2"x6' P.T. PLATE <br />„ <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />w/ @ <br />EDGES AND 12 O.C. FIELD <br />2x4 PANEL BLOCKING @ 48 <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />10dx3" @ 4" 0/C <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FROM <br />END TOP <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />4MOISTURE <br />BARRIER <br />5/8" x 10" "J" BOLT 48" O.C. <br />@ <br />WEEP SCREED <br />EA. TYP. & <br />BOTTOM ATTACHED w/ (2) <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />SIMPSON SP2 w/ (12)10d <br />5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM <br />@ <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />2 4 LEDGER MATCH BOTTOM <br />SDS SCREWS TO PLATES AT 36 O.C. <br />NAILS AT EACH STUD <br />SIMPSON HGAM11 <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />EXT. WALL CONN. <br />NON - LOAD BEARI G LOCATI <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" <br />ADDITIONAL INFORMATION. <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 />x ( <br />CHORD SLOPE OF ADJACENT <br />DBL. TOP PLATE <br />11 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Old NAILS <br />TRUSS) <br />STUD WALL (SEE TYP. SEC,) <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) T MIN. 4" <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB3 <br />SECTIONr2-�� <br />SECTION <br />SECTION 4 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />55 <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. S5 <br />TITEN ON OUTSIDE <br />SIMPSON H1OA w/ (18) <br />BACKNAIL W/ (2) <br />16d NAILS <br />1 Od x 1 12" AT EA. <br />2x4 OUTLOOKER <br />-REFER TO DETAIL J <br />ON SHEET S5 FOR <br />N <br />r <br />r <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" 0/C <br />X-BRACING, AND TOP <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />`° <br />00 <br />`° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 1 <br />1/ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />60 <br />00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />1 1 2 <br />2 <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />1 1 <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />/� <br />`1U11ti <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />^ <br />`iLJI� <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THEN(2)16dNAILS <br />FIRST (4) ROWS OF <br />W/ 1 Od NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <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)16d TOENAILS <br />CONNECTION <br />' MASONRY WALL <br />ON <br />=1'-o" <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 <br />5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2)12d TOENAILS <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d <br />6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />S5 <br />TYPICAL NAILING SCHEDULES FOR <br />BUILT-UP COLUMNS 8 <br />SECTION <br />g <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. 15 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 1Odx3" O/C @ 2"x4' <br />TOENAIL 6" O/C RUN <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 />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. SrJ <br />1 GABLE TRUSS <br />Sul <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />S5 <br />11 e ° a e e ° ° a e a °a 1 J. D° <br />E <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 />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />e- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <br />8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />W <br />BRACING w/ (3)1 Od x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />Ht---- MASONRY WALL <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od 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/ 1 Od NAILS @ 4" O.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" 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 7 <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 BOTTO CHORD BRACING 2X4 MIN. <br />d <br />LU <br />— <br />— <br />d <br />LU <br />o <br />O <br />Z O <br />LLJ <br />W <br />Q o <br />0 ' <br />o <br />0 <br />Q <br />o <br />� <br />C <br />X <br />Q <br />o <br />� <br />d— <br />W <br />— <br />o <br />W <br />ARCHITECTURAL FINISH NOTE: / <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <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 />3'-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 1 Odx3" NAILS @ 4" 0/C, <br />3) SEE 6/S5 FOR MORE INFO. <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />/—GABLE TRUSS <br />`STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 31 - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />LU <br />0 <br />d <br />CORNER JACK <br />Y <br />U <br />W <br />zz <br />1.: <br />O <br />U <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) 7' 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 />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />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 />fill <br />SE <br />v <br />C-,( • <br />s ' <br />�"j <br />N <br />o OFa10 <br />lz <br />�//f/ ,°lfFiF II$i$'te4`k N' <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 2017 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 />(111 <br />W 2 <br />�$ <br />Q 0 0 m <br />J <br />O MM ''� J W <br />J LL J d <br />�. L.L N z LL <br />u M W '6r <br />a � a a � <br />Z <br />C 0.O <br />`±y <br />W 2 Emm o cL <br />Z co p < p rn <br />( N V 0 J <br />0 < <br />Z ❑❑❑ <br />W <br />N O <br />z <br />0 <br />d N <br />M <br />z 'I <br />y / C <br />V3 I <br />• V w O <br />o Q <br />•O <br />Lij <br />c Ews <br />o <br />� <br />UE MI04 <br />_ e <br />O <br />= N <br />U o m <br />• <br />r- U) <br />®Q <br />¢ o <br />sm <br />o <br />w <br />MZ <br />a <br />Q o <br />=o <br />os <br />>� <br />Z <br />z® <br />ze <br />co <br />OQ <br />U° <br />O< <br />o E <br />o(o <br />i <br />o <br /><QwZ <br />¢o <br />&z <br />�� <br />(6 <br />Cy <br />_ C <br />mE <br />O <br />of <br />zco r <br />Z� <br />O) <br />u7 <br />a 8 <br />0 z <br />Z <br />W <br />Q <br />o< <br />3� <br />w <br />U� <br />r <br />o <br />=< <br />0� <br />;o <br />CD <br />L <br />N <br />a <br />m <br />.� <br />00 <br />C <br />t° <br />N <br />_ <br />Q <br />C U <br />0 <br />CA <br />C <br />r <br />p <br />co <br />Lo <br />t— <br />00 <br />N <br />r <br />ui <br />E <br />M r <br />N <br />o <br />z <br />z <br />E p <br />E <br />IL <br />U J Q <br />J <br />JOB <br />NO: 20-2747 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />—�— u Y T LILT s,fa�r;;Gi.�iR ll pe.i It.,l,e l_uu -i -1 <br />