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L O 0 <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) <br />NAILING SCHEDULE FOR 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 1 <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES ( {2} 6d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL 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. <br />SHEATHING DETAIL <br />FOR SHEATHING <br />DETAIL <br />BLOCKING FOR <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 />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROW <br />EDGES OF 2x4 CROSSBRACE <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. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) tOd <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ . <br />AT LEAST A WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />(SEE <br />APPROX. 8 FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />• <br />• SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ .• <br />BLOCKING <br />— —) <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 />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 "T" 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 />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 />'I <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />K2 <br />WEB, USE MSTAM36 w/ (7) <br />10d 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 />BACKNAIL W/ 2 16d NAILS SIMPSON H1QAw/ <br />(18) <br />SP8 FOR 2x8 WALL) <br />S <br />2) <br />SEE STRUCTURAL <br />NOTES 10d x 112 AT EA. <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/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, EDGES OF <br />FROM RIDGE FASTENED AT <br />F STEN <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT & (2T <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 2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M 2x4 "T" ON TOP OF PANEL <br />SIMPSON <br />HGA10KT w/ (4)1/4"x1 1/2" <br />1063" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />10dx3" @ 4" 0/C <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <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. <br />S5 <br />O 10d x 1 i2" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J <br />ON SHEET S5 FOR f SEE STRUCTURAL OUTLOOKER @ 24" O/C <br />X-BRACING, AND TOP r NOTES AND NAILING x TOP CORD <br />CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR <br />INFORMATION °° SHEATHING DETAIL FIRST FOUR ROWS <br />2"x4"CROSS BRACE 24" OF ES @ <br />MAX. EDGES OF <br />WOOD TRUSSES c° ;o 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 2 10d & (2)10d TOE LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d 4D� 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 FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS E ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. <br />O/C w/ (2)16d 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) Dq <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-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" 0/C (2)12d TOENAILS <br />EXT. WALL CONN. @ <br />NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 <br />D <br />SEE TYP. WALLSECTIONFOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SIMPSON HGAM1( <br />W/ <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1/4"x2 3/4" <br />TITEN TO CMU <br />F3 <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2) 16d PER <br />JOINT <br />1 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />00 <br />LOI CROSS BRACING DETAIL ri <br />>) SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C @-� 2"x4\ <br />TOENAIL 6" O/C RUNN <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 />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />c AND LOCATION) <br />6.9 MAX. <br />Cn <br />ID <br />lil I II II I I Illy <br />III <br />g� <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />S5 SCALE: N.T.S. S5 <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" 0/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />BRACING w/ (3)10d x 3" AT <br />0 <br />z <br />W <br />• <br />EACH CONN, @ 24" O/C <br />I A 1 SIMPSON HG M OKTA w/ 4 <br />1/4"x1 1/2" SDS SCREWS TO <br />MOISTURE BARRIER <br />BLOCKING & (4)1/4"x2 3/4" <br />BOND BEAM <br />TITEN TO CMU <br />nt--- <br />MASONRY WALL <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -t <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 />v A <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />" SCALE: N.T.S. S5 <br />' <br />2x4 T BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />L BRACE ATTACHED 16d NAIL <br />'W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL/'_6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/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 <br />r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />a q <br />wor <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION UNEVEN CLG. <br />rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <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" - X-0" <br />T-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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 14'x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />i-GABLE TRUSS <br />—CON 1. BEARING „ <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 />yiQ <br />CC <br />�y <br />O� <br />Y CORNER JACK <br />W <br />z <br />0 <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)'7" 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 />SCISSOR TRUSS <br />LTOP & 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)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 />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 />4� <br />s <br />0 "' <br />z ch <br />— o <br />z93 <br />z <br />Q <br />cs0 <br />z <br />4--Jw <br />M Q <br />•O W <br />rt^ <br />V/ U U <br />� M <br />m <br />W <br />r— <br />'3 M <br />'3'rTO �M <br />a0 _�? <br />�i <br />0o0 <br />U"00 <br />c� <br />o <br />-00 <br />0 <br />� <br />¢M <br />CL <br />�& <br />rn¢ d <br />AI <br />B D® <br />N'C'B D C <br />Tl <br />N N <br />il 10N en§ <br />Z_ W NOZ r-11 z <br />W •' .� w <br />W VQ DLLs a <br />M.� <br />t7Ncg"¢ o �o <br />WLZ h�m� <br />W Q N¢� S <br />era % <br />'CQIPf,,C 0 <br />wwW.F IV <br />r. ....... <br />eo r <br />•51 <br />a • \ <br />g <br />•° <br />_ cy <br />{�Q \ �y <br />'°. <br />L O- - <br />. <br />OpFSSIO�4 <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />"s <br />w0 <br />fa <br />wa�� <br />Z W <br />QZZ. <br />U' <br />OR � J <br />� WO <br />So <br />uj <br />L <br />� <br />Z O <br />>'8 <br />f <br />g <br />z <br />�3 <br />U <br />= <br />�� <br />C3 <br />z_ <br />J W <br />9'0 <br />J <br />Q <br />U, <br />N <br />Zaza <br />r—I <br />LL <br />W W a <br />aaf� <br />z <br />Eo-2 <br />z <br />�"� <br />FYO, � <br />J <br />Ln <br />rl <br />W <br />W <br />Q <br />a <br />azo <br />LLg� <br />c� <br />C) <br />Q <br />z <br />Z <br />�¢Z <br />�z <br />C0 <br />Ln <br />z <br />W <br />J Z <br />r <br />06 <br />2 <br />of <br />,-i <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION N0. <br />4mO <br />SHEET NO. <br />S5 <br />f <br />