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-- - L - - - , 1 111 ,,,_ I __-L - lR- -- ' - -- - ' <br />rn <br />3 <br />v <br />N <br />0 <br />00 <br />LO <br />I <br />00 <br />r- <br />N <br />s <br />0 <br />J <br />Ln <br />I <br />x <br />3 <br />Ln <br />a <br />N <br />ca <br />E <br />E <br />0 <br />J <br />N <br />v <br />LZ <br />0 <br />V <br />0 <br />v <br />U <br />CI <br />of <br />:o <br />i <br />N <br />I <br />Y <br />55 <br />v <br />0 <br />J <br />a� <br />L% <br />rn <br />N <br />Q0 <br />v <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />m <br />-o <br />V) <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. 2"x4" SEE STRUCTURAL NOTES 10d x 1 12" AT EA. 1 12" 01 EA STUD I USE BACKNAIL w! (2) 16d NAILS SIMPSON H10A w/ (18) <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER SP2 FOR 2 6 WALL USE SIMPSON <br />1 12" 1 EA <br />SHEATHING DETAIL OUTLOOKER <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />@ 24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />OR SHEATHING <br />DETAIL <br />BLOCKING FOR <br />FIRST FOUR.74 <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 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. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />' <br />MAX. & (2)10d 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 />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />N H2.5A w/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM L <br />FROM LEDGER TO <br />: <br />• <br />J <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 />„@ „ <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 />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />10d NAILS 6" O.C. <br />ra <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <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 />„ „ <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/ (2 <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 <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />M36w/ 7) <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 />SIMPSON H10A <br />w/ (18) <br />BACKNAIL W/ (2)16d NAILS <br />SIMPSON HGAM1( <br />w! <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1/4"x2 3/4" <br />TITEN TO CMU <br />x <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES x <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />FOR SHEATHIN <br />DETAIL <br />2x4 OUTLOOKER <br />@ 24" 0/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. EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />; <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 />AND 12" O.C. FIELD <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />@ 6" O.C. EDGES AND 12" <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 <br />10dx3" @ 4" O/C <br />HGAIOKT w/ (4)1/4"x1 1!2" <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 />77 10d x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J <br />ON SHEET S5 FOR r SEE STRUCTURAL OUTLOOKER @ 24" 0/C <br />X-BRACING, AND TOP co "'x NOTES AND NAILING NX TOP CORD <br />CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR <br />INFORMATION `° � °° SHEATHING DETAIL FIRST FOUR ROWS <br />ill <br />1 Z"x4"CROSS BRACE OF TRUSSES @ <br />1/ 24" MAX. EDGES OF <br />WOOD TRUSSES 00 00 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 V2' 1 1 2 10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 /� NAILS @ EA. END LENGTH (SEE TABLE) <br />TRUSS SPANS �(_Rll' GABLE TRUSS <br />ATTACHED W/ 2 -16d <br />'L11� 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW " @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED <br />(3) 2 x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. <br />2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <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 TOE NAILS �CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) t- <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-J <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. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) <br />) SECTION g --�— <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. SrJ <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />TOENAIL- <br />W/ (2) 16d <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. S'J <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 MAX. <br />AND LOCATION) <br />S5 <br />S5 <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 />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 <br />lAin n TnI IOOCO <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />0 <br />z <br />w <br />\-BRACING w/ (3)10d x 3" AT <br />EACH CONN. @ 24" O/C <br />\-MOISTURE BARRIER <br />.BOND BEAM <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 />F�u <br />W! 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB -J <br />SINGLE "L" BRACING DETAILr6 <br />SCALE: N.T.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" BRACEr7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />wq <br />6, <br />INS <br />11►�� <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.0.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <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 />I— 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 />tiGo <br />v <br />LU <br />CORNERJACK <br />0 <br />Y <br />a <br />va <br />w <br />z <br />M <br />O <br />U <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 />W/ DROP CEILING BRACING DETAIL <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)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 />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 />Z M <br />— o <br />zC14 <br />Q <br />a <br />Cl <br />t/) Uf <br />� w <br />(D <br />o <br />D_ <br />O w <br />- <br />o <br />�� <br />U <br />off^ <br />Co 04 <br />W <br />e) C" <br />M <br />`Yi <br />U <br />� <br />o <br />ca <br />� <br />Q0 <br />Y � <br />N rn <br />o <br />QAl <br />I <br />B Do <br />`B o=� <br />=J1 <br />N N <br />MN�Z <br />W Nam. a: w <br />LU <br />0.02C �Nm� <br />t,o C o <br />E�' <br />LLZ a <br />LU N Q M = <br />0 CD <br />U U <br />WWW.FASENG.COM <br />' N <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 seat 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 200 1 Tampa, FL 33607 <br />www,LennarTampa.com <br />oz <br />1z <br />�o <br />Za <br />f� <br />W z C' fL <br />,U..� Z (0 <br />rZWZZ <br />w <br />Z <br />ff" <br />0 <br />OW W N <br />F�o <br />L <br />zO <br />f <br />V) <br />2 <br />3 <br />F_LU <br />_0 <br />o <br />o <br />a <br />U <br />' ^ <br />y <br />Z <br />o00 <br />0 <br />J <br />! <br />Q <br />a " 0 <br />f9O� <br />rJO�a <br />o& <br />z<ZJ <br />eV <br />N <br />Z <br />W <br />Z <br />ow <br />Z <br />YSo <br />W <br />a 20: <br />LLI <br />L 1 <br />W <br />�(W.7Z� <br />S <br />0FoaZQ <br />M� <br />W <br />Q <br />z <br />O W O <br />Z <br />50S <br />Ln <br />g <br />w <br />= <br />¢w <br />:£ <br />�rn <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />S5 <br />