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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SIMPSON SP4 w/ (6)10d x <br />2x4 BLOCKING—",',2x4 "T' BLOCKING <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER7 <br />SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. <br />�� �� 10d x 1 12" AT EA.7 <br />2x4 SEE STRUCTURAL NOTES <br />OUTLOOKER <br />�� <br />1 12 AT EA STUD (USE <br />BACKNAIL wJ (2) 16d NAILS SIMPSON H10A 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 />10d x 1 12" AT EA. <br />SEE STRUCTURAL NOTES <br />ATTACHED W/ <br />TOP CHORD <br />SHEATHING DETAIL <br />24" O.C. <br />@ FOR SHEATHING DETAIL <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE OUTLOOKER <br />2x4 OUTLOOKER <br />10d NAILS @ 4" <br />BLOCKING FOR <br />FOR SHEATHIN DETAILTYPICAL <br />FIRST FOUR <br />ROWS OF <br />45° ± 24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE TOP CORD BLOCKING <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD <br />TRUSSES @ <br />SIMPSON H10A wJ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS <br />4 MAX. ELEVATIONS) <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL <br />EDGES OF 2x4 CRO BRACE <br />„ <br />10d x 1 12 @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES <br />OF TRUSSES @ <br />5 <br />SCALE: N.T.S. S5 <br />SHEATHING APPROX. 8" FROM OUTLOOKER <br />TYPICAL RIDGE FASTENED AT <br />@ <br />EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE <br />SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 8" <br />2"x4" CROSS BRACE 24" MAX. EDGES OF <br />„ <br />48 O.C. EACH JOINT W/ (3) 10d <br />�� �� <br />L BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF ; <br />FROM RIDGE FASTENED AT <br />APPROX, 8 FROM <br />RIDGE FASTENED AT <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />" <br />2x4 T BLOCKING <br />MAX. & 210d TOE NAILS @ <br />() <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />WEB LENGTH & NOTCH AT <br />BOTTOM CHORD (SEE TABLE) <br />EACH JOINT W/ (2)10d & (2)10d <br />TOE NAILS @ EA. END <br />EACH JOINT W/ 2 <br />() <br />0 <br />AT LEAST 90 /o OF WEB <br />2x4 BLOCKING @ <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) 10d <br />SIMPSON H2.5A w/ (10) 8d <br />2x FRAME WALL (SEE WALL <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />LENGTH SEE TABLE <br />( ) <br />GABLE TRUSS <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />• <br />SILL 1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TO <br />BLOCKING <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />— J <br />ATTACHED W/ 10d <br />EA. END <br />: <br />1/2"CDX PLYWOOD OR 7/16" <br />@ 48" 0/C FOR THE <br />(2) 16d <br />7/16" 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 <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/ 10d NAILS O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />1/2" CDX PLYWOOD OR 7/16" <br />16" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />SINGLE "L" BRACING DETAIL <br />\i <br />THROUGH CHORD <br />CORD ATTACHED W/(2)16dTOENAILS <br />OSB SHEATHING ATTACHED <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />6 <br />SCALE: N.T.S. S5 <br />jL:T <br />INTO 2"x6" P.T. PLATE <br />w/ 10d NAILS @ 6" O.C. <br />2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 48" 2x BLOCKING <br />EDGES AND 12 O.C. FIELD <br />W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />CWEEP <br />O.C. FOR THE FIRST (4) <br />" „ <br />10dx3 @ 4 O/C <br />DIAPHRAGM <br />FASTEN WITH 10dx3" 4" 0/C SPACED <br />@ <br />INSTALLED PER MANUF. <br />�� �� <br />2x6 P.T. SILL <br />" „ ROWS OF TRUSSES FROM <br />NOTCH L BRACE HERE <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAI OKT w/ (4)1J4"x1 1/2" <br />BLOCKING @ <br />@ 48" O.C. <br />MOISTURE BARRIER <br />., .. " „ ., <br />5/8 x 10 J BOLT @ 48 O.C. <br />EA. END TYP. TOP & <br />SCREED BOTTOM ATTACHED w/ (2) <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <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)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. 16d TOENAILS <br />2x4 LEDGER (MATCH BOTTOM <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ 12 10d <br />( ) <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 />CHORD SLOPE OF ADJACENT <br />DBL. TOP PLATE <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />TRUSS) <br />STUD WALL SEE TYP. SEC.) <br />( <br />(2) 2"x8" "L" BRACE <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />�� <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />FASTENED WITH (3) <br />STRAP MISSED VERTICAL SECTION <br />O.C. MAX) w/ MIN. 4 <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />2 SECTION 3 <br />SECTION <br />4 <br />16d PER SIDE <br />WEB, USE MSTAM36w/(7) <br />—SECTION <br />" n <br />SCISSOR GABLE T BRACE <br />10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. <br />SrJ <br />SCALE: N.T.S. <br />S5 SCALE: N.T.S. <br />StJ <br />SCALE: N.T.S. <br />S5 <br />� <br />TITEN ON OUTSIDE <br />AS PER HIS 91 SCALE: N.T.S. S5 <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2) 16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER <br />8d 6"O/C <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 />x2 <br />N N <br />SEE STRUCTURAL <br />OUTLOOKER @ 24" O/C <br />@ 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />ON SHEET S5 FOR <br />' " <br />NOTES AND NAILING <br />TOP CORD <br />24" O/C (TYP) <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />CHORD BLOCKING <br />`� ;0°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />1 1 1/ <br />2"x4" CROSS BRACE <br />24 MAX EDGES OF <br />" <br />WOOD TRUSSES <br />�° <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />i l 1 1 " <br />EACH JOINT W/ (2) <br />; AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />z <br />-- -- TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />BRACING w/(3) 10d x 3" AT <br />w <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />(2) 16d NAILS <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 />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />" <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAM10KTA wl (4) MOISTURE BARRIER <br />2x4 BLOCKING @ 24" <br />CKIN2) <br />W/ 2x4O/C <br />" �� �� <br />(D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 4112) OR EQUAL (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 />w/ 16d <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 />11 4 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 2x4'T" ON TOP OF PANEL ARCHITECTURAL FINISH NOTE: <br />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 W/ i 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 O/C (2)12d TOENAILS <br />THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ( 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />D SECTION g BEARING LOCATION UNEVEN CLG. REQUIRED MINIMUM PERMANENT TRU BR ("'L <br />SEE TYP. WALL SECTION FOR SCALE:3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ) E ss ACING PLAN <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER SCSI 1-13 SCALE: N.T.S. S5 <br />S5 ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />c45° 2"x4" OUTLOOKER @ 24" 12 <br />O.C. W/ (2)10d PER JOINT 6.9 MAX. <br />MINIMUM 2x OVERLAP TRUSS BRACING <br />CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN FOR WOOD TRUSSES <br />LOCATIONS) <br />10dx3" O/C <br />TOENAIL 6" 0/C 2"x4" <br />RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <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" - 3'-0" <br />3'-0"- 6-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />S5 <br />12 DOUBLE TOP PLATE <br />6.9 MAX. <br />2X4 LEDGER <br />SIMPSON LSTA18 <br />TUDS @ 16" O.C. <br />ONT.BEARING DBL. TOP PLATE STUDS @ 16' O.C. SIMPSON SP2 w/ (12) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL <br />CONT. BEARING 10d NAILS AT EACH <br />GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 314 STUD <br />T UP TO 30'-0" -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30-0SEE STRUCTURAL NOTES SCALE: N.T.S. <br />MEAN WALL HEIGHT MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. FOR WIND SPEED SPECIFICATION <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 />ALTERNATE NON -DROP NOTE: <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING <br />SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR 'TRUSS <br />CROSS BRACING DETAIL J TRUSS BRACING OVERLAP DETAIL("'_M� 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />S� <br />"L" BRACE W/ 10d @ 4" O.C. 12 <br />12 (SEE SCHEDULE FOR SIZE 69 MAX. <br />AND LOCATION) ' <br />6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C <br />5 (SEE SCHEDULE FOR SIZE <br />5 AND LOCATION) <br />S5 <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 />6 <br />6 S5 <br />S5 <br />a <br />'a <br />0 0 0 <br />END JACK <br />1 V-0" MAX. <br />cc <br />✓,9 <br />o <br />CORNERJACK <br />0 <br />Y <br />a <br />v <br />w <br />z <br />Cr <br />0 <br />luti <br />0 <br />0 <br />M <br />C4 <br />Z pN <br />OD <br />z <br />a � <br />V, z <br />q� c� <br />w <br />U C) <br />- <br />OW� <br />N c E <br />U <br />s <br />a <br />0 <br />� N <br />LU <br />�Ot�'�11�t!�CI <br />z <br />Z OyLL <br />tZ�.� �r <br />••'p <br />Q` o 5 <br />0k <br />Q�Joh <br />v P� <br />z <br />pROFE.•s O <br />�� <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />M <br />��o <br />ry <br />E <br />io <br />>� <br />K o <br />Q <br />d <br />n3 <br />u <br />XU <br />� O <br />oa <br />SO <br />U <br />Z <br />O E <br />d <br />�o <br />°do <br />dz <br />Ww <br />wf <br />L <br />�a <br />C <br />z <br />OUYU <br />m o <br />Zz <br />Z <br />C/) <br />7{ <br />s <br />�o <br />U <br />W <br />d S <br />o <br />aaLL <br />y= <br />a <br />yw <br />�F <br />Flo <br />� <br />°zla'= <br />a <br />� 3 <br />C C:)O <br />AL\J <br />W <br />> <br />T <br />O <br />Q <br />C o <br />N <br />m <br />r <br />re O <br />v <br />_ <br />I <br />LO <br />T <br />I � Lr0% 0)1� <br />E <br />M N <br />n <br />z <br />z <br />E O <br />M <br />a <br />o „ M <br />U Q p 1 <br />3 <br />JOB <br />NO: 19-5336 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />