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C <br />v <br />cc <br />0 <br />- J <br />N <br />N <br />E5 <br />a <br />a) <br />(Z' <br />N <br />0 <br />J <br />C4 <br />521 <br />a <br />c <br />c <br />3 <br />a <br />i <br />E <br />FNN <br />Q� <br />E <br />0 <br />S <br />v <br />c <br />>r <br />J <br />N <br />tz <br />E2 <br />V <br />O <br />U <br />co <br />a <br />0 <br />v <br />0 <br />a� <br />CZ <br />N <br />O <br />0 <br />0 <br />0 <br />d <br />N <br />co <br />N <br />0 <br />m <br />0 <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 />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () ( ) SIMPSON SP4 w/ (6) 10d x <br />2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. <br />SHEATHING DETAIL 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE <br />TOP CHORD <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. <br />SHEATHING DETAIL <br />FOR SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45' ± <br />24" MAX. <br />TOP CORD BLOCKING <br />45'± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1 Od 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <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" 0/C. <br />EXTEND AT LEAST 90°10 OF <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />J <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />1/16" <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />OSB SHEATHING <br />& (2)1Od TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 1 Od <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 />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />Ali THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />MOISTURE BARRIER <br />„ „ , <br />5/8 x 10 J' BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ ( <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. <br />16d TOENAILS <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. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <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) w/ MIN. 4" <br />'� EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />rT� <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 />S5 <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2) 16d NAILS <br />x <br />2) <br />SEE STRUCTURAL NOTES 10d x 1 12 AT EA. <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" 0/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />4" MAX O.C. (OPTIONAL -SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2)1 Od <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2)16d <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />48 <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" <br />1Odx3" @ 4" 0/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />10dx3" 4" 0/C <br />�° <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)1Od <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <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. S5 <br />1Od x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J N SEE STRUCTURAL OUTLOOKER @ 24" 0/C <br />ON SHEET S5 FOR T TNOTES AND NAILING TOP CORD <br />X-BRACING, AND TOP r "' " <br />CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR <br />INFORMATION `° °° SHEATHING DETAIL FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 1 1/ 2"x4"CROSS BRACE 24" MAX. EDGES OF <br />WOOD TRUSSES ;° 00 <br />APPROX. 8" FROM SHEATHING TYP. <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END GABLE TRUSS <br />TRUSS SPANS <br />7 <br />ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED <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 W/ 1 Od NAILS @ 6" O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF E ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24 TRUSSES FROM EA. <br />(D = 0.148", L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />O/C wl (2) 16d <br />END TYP. TOP & JACK TRUSS <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 w/ (2)16d TOENAILS CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 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 2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <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 />EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION (""9 <br />SEE TYP. WALL SECTION FOR 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. SCJ <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />3EE PLAN FOR WOOD TRUSSES <br />OCATIONS) j 10dx3" O/C <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. SrJ <br />12 <br />6.9 MAX. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />1 GABLE TRUSS <br />v� <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />\-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rM <br />SCALE: N.T.S. Srj <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />w <br />BRACING w/ (3) 1 Od x 3 AT = <br />• EACH CONN. @ 24" 0/C <br />SIMPSON HGAMIOKTA 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 />MASONRY WALL <br />2x4 BLOCKING 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 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 -� <br />SINGLE "L" BRACING DETAILS 6 <br />SCALE: N.T.S. \S� <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 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20 -0 MAX 20 -0 MAX <br />"X" BRACE SEE DET. J/S5 -i 1- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />� <br />---- <br />-- <br />----0v <br />— <br />— <br />LU <br />0 <br />o <br />� <br />o <br />r <br />� <br />O <br />w o <br />w It <br />m <br />o <br />� <br />O <br />Cy <br />w <br />YT <br />o <br />O <br />r <br />X <br />9 <br />o <br />r <br />� <br />w <br />ARCHITECTURAL FINISH NOTE: <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"x6" (U.N.O.) <br />"L' BRACE <br />24" <br />010" - T-O" <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 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 />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />r-GABLE TRUSS <br />STUDS @ 16" O.C. <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 />END JACK <br />1 V-0" MAX. <br />0 <br />0 <br />000RNERJACK <br />a <br />9c�r <br />Y <br />U <br />w <br />NZ <br />1.1.. <br />O <br />v <br />HIP FRAMING REFERENCE PLAN <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 />�L <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)1 Od 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 />SCISSOR TRUSS <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 />w <br />rY <br />per- <br />� J z O� <br />f~LO .• <br />OFiESSIO�� <br />�00/111 f 11100`e\\ <br />V� <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 <br />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 />W <br />Q <br />It E <br />CO N <br />S <br />N <br />0 <br />0 0 p) t p <br />MNti2�mLL <br />�LU <br />=LL-�/1 LL LL a. <br />mi <br />a <br />Z <br />N M U1 � <br />Lu <br />°i m U_ ° a <br />�o <br />@mo mm0 <br />W <br />m 0 1- a <br />Fc <br />Z <br />� co Q O O Q co z <br />N <br />z <br />°0 o00 <br />w <br />M <br />M � <br />N <br />z a <br />— <br />� N <br />a) <br />z o � <br />J M <br />d. 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