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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d 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 1Od x <br />() <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKERZ <br />SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. <br />�� �� 10d x 1 12" AT EA. <br />2x4 SEE STRUCTURAL NOTES <br />OUTLOOKER <br />�� <br />1 12 AT EA STUD (USE <br />BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ <br />(18) <br />�° 48" O.C. 16d NAIL <br />"L" BRACE <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />OUTLOOKER AND NAILING SCHEDULE <br />SP6 FOR 2x6 WALL, USE <br />1Od x 1 12" AT EA. <br />SEE STRUCTURAL NOTES <br />ATTACHED <br />TOP CHORD <br />' <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE OUTLOOKER <br />2x4 OUTLOOKER <br />10d NAILS @FIRST <br />14� <br />BLOCKING FOR • <br />FOUR <br />2x4 OUTLOOKER @ 24" <br />L <br />@ 24" O/C <br />OCTYPICA <br />ROWS OF <br />45° t 24" MAX. <br />TOP CORD BLOCKING 45°± <br />�� �� <br />2X4 CONT L BRACE TOP CORD BLOCKING <br />O.C. (OPTIONAL - SEE <br />4" MAX.LOCKING <br />TOP CORD <br />FOR <br />GABLE TRUSS WEB <br />TRUSSES �° <br />EDGES <br />SIMPSON H10A w/ (18j <br />FOR FIRST FOUR <br />FASTENED W/ 2 <br />() 10d 3" FOR FIRST FOUR ROWS <br />OF TRUSSES EDGES <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL <br />OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT @ <br />OF TRUSSES @ <br />5 <br />SCALE: N.T.S. S5 <br />SHEATHING APPROX. 8" FROM • OUTLOOKER <br />EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE <br />"L" <br />2"x4"CROSS BRACE 24" MAX. EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />„ „ <br />L BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />2x4 CROSS BRACE APPROX. 8" <br />„ <br />APPROX. 8 FROM <br />SHEATHING TYP. <br />2x4 T BLOCKING <br />' <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />MAX. & (2)10d TOE NAILS @ <br />o <br />@ 8'-0" O/C. EXTEND AT LEAST 90 /o OF FROM RIDGE FASTENED AT <br />2x4 CROSS BRACE WEB LENGTH & NOTCH AT EACH JOINT W/ (2) 1Od & (2)1 Od <br />RIDGE FASTENED AT "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 />2x4 BLOCKING @ <br />48" O.C. <br />2x6 P.T. GABLE TRUSS <br />SILL <br />RIDGE FASTENED AT <br />EACH JOINT N D T <br />SIMPSON H2.5A w/ (10) 8d <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />' <br />1/2"CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TO <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />1/2 CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />— <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48 O/C FOR THE (2) 16d <br />7l16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF NAILS <br />ATTACHED w! 1Od NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />10dX3" @ 3" 0/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 />SINGLE "L�� BRACING DETAIL 6 <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />1 6" O.C. <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />"T" <br />SCALE: N.T.S. S5 <br />INTO 2MI."x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD w/ Od NAILS @ <br />2x4 PANEL BLOCKING @ 48 2x BLOCKING <br />EDGES AND 12" O.C. FIELD <br />W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2X4 PANEL BLOCK►NG, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />10dx3" 4" O/C <br />@ <br />DIAPHRAGM <br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAIOKT w/ 4 1/4 x1 1/2 <br />( ) <br />BLOCKING @ <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />EA. END TYP. TOP & <br />WEEP SCREED BOTTOM ATTACHED w/ (2) <br />BLOCKING, FASTEN WITH <br />BLOC 4" FA <br />@ <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />SP2 w/ (12D <br />48" O/C <br />GABLE TRUSS <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)1 Odxl 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. 16d TOENAILS <br />2x4 LEDGER MATCH BOTTOM <br />( <br />SDS SCREWS TO PLATES AT 36" O.C. <br />NAILSIMS <br />NAILS AT EACH STUD <br />TRUSS VERTICAL <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 />DBL. TOP PLATE <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS <br />SLOPE OF ADJACENT <br />STUD WALL (SEE TYP. SEC.) <br />(2) 2"x8" "L"BRACE <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"X21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />TRUSS) <br />FASTENED WITH (3) <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 SECTION 3 <br />SECTION <br />4 <br />16d PER SIDE <br />WEB, USE MSTAM36 w/ (7) <br />SCISSOR GABLE "T" BRACE <br />1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />55 <br />S5 <br />SCALE: N,T.S. <br />S5 <br />7 <br />TITEN ON OUTSIDE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />8d 6"0/C N 2 <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" 0/C <br />@ 2x4BLO%, Gw/( )10d <br />TOE NAILS AT EACH END <br />WOOD TRUSSES @ <br />X-BRACING, AND TOP <br />M <br />r x <br />NOTES AND NAILING <br />TOP CORD <br />24" O/C (TYP) <br />CHORD BLOCKING <br />N <br />M <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />°° °° <br />SHEATHING DETAIL <br />FIST FUR WS <br />FTRU3S <br />0 S @ <br />1 1 1l " <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />Ib <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />' <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24 O.C. ON TOP OF <br />10d &2 <br />() 10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />-- -- <br />NAILS @ EA. END <br />GABLE TRUSS <br />o <br />z <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2"CDX PLYWOOD OR 7l16" <br />BRACING w/ (3) 10d x 3" AT <br />w <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 />F 48" O/C FOR THE <br />FIRST ROWS OF <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAM10KTA <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSEE S FROM EA. <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAMIOKTA w/ (4)NMOISTURE BARRIER <br />W/ <br />O/C w/ (2)16d <br />(D = 0.148", L = 3") OR EQUAL (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 />1/4"x1 1/2" SDS SCREWS TO <br />(4)1/4"x1 1/2" SDS TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />SCREWS <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 />TITEN TO CMU <br />TO BLOCKING & (4) MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />MASONRY WALL <br />1/4"x2 3/4" <br />a <br />a <br />TITEN TO CMU ARCHITECTURAL FINISH 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 ARCHITECTURAL FINISH NOTE: <br />2x4 T IN TOP FASTEN <br />PANEL I: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING WI - CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <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 (2)12d TOENAILS <br />THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />EXT. WALL CONN. � 2 'T BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - EXT. WALL CONN. NON -LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: r-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g BEARING LOCATIO (UNEVEN CLG.) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN (", L <br />o ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-13 SCALE: N.T.S. �S5� <br />o S5 ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />" 45° 2"x4" OUTLOOKER @ 24" 12 <br />N O.C. W/ (2)10d PER JOINT 6.9 MAX. <br />l <br />do <br />� <br />MINIMUM 2x OVERLAP TRUSS BRACING <br />a CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN FOR WOOD TRUSSES <br />LOCATIONS) 1Odx3" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2) 16d TYPICAL <br />JOINT PER NAILS <br />-0 T <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-O" <br />T-O" - 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 />C3 <br />--- <br />LU <br />0 <br />o <br />' <br />0 <br />z o <br />w <br />W <br />m o <br />Q <br />a <br />Q <br />o <br />o <br />o <br />T <br />X <br />Q <br />o <br />X <br />0 <br />d <br />w <br />LU <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 />00 <br />CD <br />ALTERNATE NON -DROP <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 <br />MINIMUM 16d PER JOINT <br />NOTE: <br />M <br />GABLE END DETAIL <br />(2) MINIMUM 2x4 TRUSS BRACING <br />1) "L" BRACE MUST EXTEND AT LEAST <br />90% OF <br />WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />COSMETIC DROP CEILING FRAMING <br />N <br />CROSS BRACING DETAIL <br />J <br />SCALE: N.T.S. <br />TRUSS BRACING OVERLAP DETAIL rM <br />BRACE TO EXTEND FULL HEIGHT OF <br />2) "L" BRACE TO BE FASTENED TO GABLE <br />GABLE. <br />STUD <br />WITH 10dx3" NAILS @ 4" 0/C. <br />SCISSOR TRUSS <br />SCALE: N.T.S. S5 <br />3) SEE 6/S5 FOR MORE INFO. <br />SCALE: N.T.S. S5 <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" <br />SCALE: NTS <br />1 <br />GABLE TRUSS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />St, <br />4 <br />3 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 <br />3 <br />a <br />12 <br />(SEE SCHEDULE FOR SIZE <br />END JACK <br />S5 <br />_ <br />6.9 MAX. <br />AND LOCATION) <br />6.9 MAX. <br />"L" <br />t2 DOUBLE TOP PLATE <br />CL <br />BRACE W/ 10d @ 4" O/C <br />5 (SEE SCHEDULE FOR SIZE <br />11'-O" MAX. <br />6.9 MAX. <br />1. <br />5 <br />35 AND LOCATION) <br />aE <br />E <br />S5 <br />`o <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />2X4LEDGER <br />N <br />GABLE TRUSS <br />'�io� <br />SIMPSON LSTA18 <br />0 <br />6 <br />S5 <br />6 <br />S5 <br />a <br />CORNER JACK <br />/ <br />a <br />¢ <br />w <br />z <br />a° <br />a <br />co <br />-������ <br />TUDS <br />����--------- <br />CONT. BEARING <br />HIP FRAMING REFERENCE PLAN <br />' <br />DBL. TOP PLATE <br />CONT.BEARING STUDS@16"O.C. SIMNAILSAT <br />WOOD FRAMED GABLE END BRACING <br />DETAIL <br />GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />EACH <br />10d NAILS AT EACH <br />STUD <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES <br />SCALE: N.T.S. <br />Cn <br />Ld <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />FOR WIND SPEED SPECIFICATION <br />MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />UI <br />7� tM <br />o <br />_ <br />z <br />z <br />a <br />t� z <br />Cz <br />c9 <br />Q) <br />w <br />0 W <br />r~ <br />� <br />i� � '/_'� <br />o 0 <br />4J <br />W <br />H <br />N M <br />C) . M <br />[2 -O cop <br />GU tV <br />U <br />O <br />= <br />U <br />- U_ 00 <br />no <br />� o <br />u, a d; <br />® <br />A <br />C <br />m <br />i 1 J <br />Of <br />�Q�QSS,�� ,p0''@ <br />N <br />� w w <br />C L <br />n <br />#I 9 <br />To the best of the Engin .A ovule ge, Inform@t' d <br />belief, the structural plans an e ; Lodi ed <br />!%It4i� <br />within these drawings comply $ Fl�o�rida <br />Building Code - Residential Gth Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />it <br />O <br />O <br />z N <br />0 (1) r-, <br />l>-i (n M O <br />M <br />a�-MLn <br />Q iJ� <br />C" ILL <br />z <br />� � M <br />0C U Q 00 <br />Q <br />19-- E <br />z <br />WJ <br />C:) <br />oZ <br />�o <br />Za <br />�a <br />�Zg° <br />Z0 W <br />��z� <br />�SgW <br />aa0Un <br />"m!o <br />L <br />OZ <br />Z O <br />N <br />� <br />a� <br />�Z <br />un <br />z <br />Q <br />un n <br />2 <br />L0 <br />ED <br />o <br />(V <br />o <br />o <br />Q <br />U <br />= <br />0' <br />9� <br />Z <br />o� <br />G <br /><Lu <br />yyp e� <br />Q <br />op E <br />N <br />< <br />a<�3 <br />B fo <br />Z <br />2aUo <br />W <br />Lli <br />W <br />° <br />¢u <br />_I <br />rl <br />LU <br />o Z o <br />E� <br />N <br />r� <br />Q <br />Q <br />zZ <br />Z <br />Z <br />a� <br />NZ <br />o <br />g <br />LU <br />U <br />o <br />w <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION N0. 50 <br />SHEET NO. <br />S5 <br />- <br />1�' 1 -T� i 1t _ I 1 <br />