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i <br />SIMPSON HGAM11 <br />w/ <br />(4)1/4"xl 12" SDS <br />SCREWS <br />TO BLOCKING & (4 <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) SIMPSON SP4 w/ <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x <br />2 x4 OUTLOOKER SEE STRUCTURAL NOTES AND " " 10d x 1 12" AT EA. 1 12" AT EA STUD <br />SHEATHING DETAIL " 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE " <br />TOP CHORD <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SHEATHING DETAIL <br />BLOCKING FOR <br />• <br />IFIRST FOUR <br />ROWS OF <br />a5° t <br />24" MAX. <br />TOP CORD BLOCKING <br />45°t <br />2X4 CONT'L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF <br />2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING <br />APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ <br />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. <br />EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />@ g-0 O/C. <br />EXTEND AT LEAST 90% OF <br />, <br />' <br />MAX. <br />& (2)1Od TOE NAILS @ <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 />• <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 1 Od <br />FROM LEDGER TO <br />, <br />7/16" OSB SHEATHING <br />& (2)1Od TOE NAILS @ <br />DIV <br />BLOCKING <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 />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2"CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED 10 <br />"r <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" O/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 />" n n " " <br />5/8 x 10 J BOLT @ 48 O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ (2 <br />5l8"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 />10dxl 12" 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 <br />SECTION <br />WEB, USE MSTAM36 w/ (7) <br />1 <br />2 <br />10d NAILS & (4)1/4")Q 114" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />' <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL NOTES 10d x 1 12 AT EA. <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />F@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL - SEE <br />4" MAX. <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 />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2) l Od & (2) 1Od <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 />2x4'7' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />10dx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <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 />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) <br />TRUSS) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S'S <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2)16d NAILS <br />1 Od x 1 12" AT EA. <br />2x4 OUTLOOKER <br />REFER TO DETAIL J <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" O/C <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />" <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />CID`° <br />°° <br />SHEATHING DETAILW(2) <br />FIRST FOUR ROWS <br />ES @ <br />EDGES <br />1 <br />1 <br />1 ". <br />2"x4" CROSS BRACE24" <br />MAX. <br />OF <br />WOOD TRUSSES <br />;° <br />00 <br />APPROX. 8" FROMSHEATHING <br />TYP. <br />RIDGE FASTENED AT"L" <br />BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2)AT <br />LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOELENGTH <br />(SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />/� <br />'+7—� <br />2x4 PANEL BLOCKING1/2"CDX <br />PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE(2) <br />OSB SHEATHING ATTACHED <br />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 />FIRST (4) ROWS OFW/ <br />10d NAILS @ 6" O.C. <br />BLOCKING @ 24" <br />2x4 L CKIN <br />2x4 <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 <br />ES AND 12" O.C. FIELD <br />O/CEND <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 />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 OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3- <br />PLY) 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" O/C (2)12d TOENAILS <br />EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON -LOAD BEARING LOCATION rD B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />N ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. J , S5 <br />g <br />N <br />ti <br />id <br />L 45° <br />CO <br />= <br />MINIMUM 2x <br />CROSS BRACING <br />:c <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />9 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />00 CROSS BRACING DETAIL ri <br />SCALE: N.T.S. S5 <br />12 <br />ao <br />i 6.9 MAX. <br />0 <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />1 Odx3" O/C @J 2"x4" <br />TOENAIL 6" 0/C RUNNE <br />W/ (2)16d TYPICAL <br />NAILS ..... <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />Sts <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />`MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <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 />A <br />w <br />BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMI OKTA 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 />UN <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 />IN <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 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 -'INUOUS BOTTO CHORD BRACING 2X4 MIN. <br />LlIlllllll <br />JIM <br />ARCHITECTURAL FINISH NOTE: / <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ <br />ADDITIONAL INFORMATION. <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" 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 />`CONT. BEARING <br />GABLE END BRACING DETAIL SCALE:3/4"=1'4r <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 />o <br />U <br />a <br />✓90'f- <br />CORNER JACK <br />U <br />cc <br />III <br />z <br />cr <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />FIRST (4) ROWS OF TRUSSES <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />�L� <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <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 />WOOD FRAMED GABLE END BRACING DETAIL <br />SCALE: NTS <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />C9 <br />zo <br />:z <br />a <br />V) (D <br />4--J Lu <br />ra o <br />.� <br />w <br />Ch c <br />�ru ru U <br />U <br />mo <br />W <br />® <br />N M <br />12 O M <br />_ <br />olso <br />¢ <br />C � <br />B D. <br />N N <br />G N <br />S! <br />Q`}�z <br />fi zo <br />.5 w a" <br />i W <br />V a <br />Q W� �3 a <br />0 <br />z <br />0 U) - *g <br />�d <br />UM Z <br />LY <br />d <br />6 CIA <br />J 0 <br />'• F 1-O'•: <br />eAR O F E S S%O <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 />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />z% <br />Zo0, <br />0I�W <br />if m <br />L <br />C/) <br />J <br />> <br />3 <br />^^< <br />LU <br />U <br />= <br />u <br />z <br />. <br />Z <br />RP <br />0 <br />6a <br />LU <br />z <br />J <br />lu <br />i U <br />ram-i <br />LJJ <br />2: <br />z <br />a v <br />Z <br />z <br />.8 <br />Is <br />m <br />O <br />Uj <br />rn <br />z <br />W <br />rn <br />a <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4sO <br />SHEET NO. <br />S5 <br />