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CN <br />§ <br />P-4 <br />4_1 <br />&11 <br />ts <br />C-4 <br />----------------------- <br />SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />I NAILING SCHEDULE FOR 2"x4"OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12"AT EA. <br />I SHEATHING DETAIL <br />@ 24' O.C. 7 NAILING SCHEDULE FOR OUTLOOKER <br />TOP CHORD__�� SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />BACKNAIL w/ (2) 16d NAILS <br />2"x4l' SEE STRUCTURAL NOTES - <br />OUTLOOKER AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />1 ROWSOF <br />45* <br />24"MAX. <br />TOP CORD BLOCKING ----- <br />45*± <br />2X4 CONT"L" BRACE <br />I TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" <br />EDGES OF 2x4 CROSS <br />BRACE <br />10d x 112" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />1 TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />ET <br />48" O.C. EACH JOINT W/ (3) 1 Od <br />AT LEAST 90% OF WEB <br />@ 8'-0- O/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.0 <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />I <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />I <br />I <br />SILL <br />1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 1 Od <br />FROM LEDGER TO <br />I <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 />1 OdX3' @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2"CDX PLYWOOD OR 7/16' <br />I pq <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />OSB SHEATHING ATTACHED <br />10d NAILS 6' <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ O.C. <br />EDGES AND 12"O.C. FIELD <br />2x4 -r ON T6P OF PANEL 61 OCK <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />FASTEN WITH 10dx3' @ 4' O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />I <br />WEEP SCREED <br />5/8"x 1 0""J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />L SIMPSON HETA20 W/ (8) <br />O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />1 Odxl 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 />rT� <br />GABLE WEB <br />SECTION <br />r2 <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />SIMPSON HGAM10KTA <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />W/ <br />TO BLOCKING & (4) <br />1/4"x2 3/4" <br />TITEN TO CMU <br />BACKNAIL W/ (2) <br />16d NAILS <br />REFER TO DETAIL J <br />SEE STRUCTURAL <br />ON SHEET S5 FOR <br />�4 <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />SCHEDULE FOR <br />CHORD BLOCKING <br />ZD ;o <br />SHEATHING DETAIL <br />INFORMATION <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />Go 00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />1--" x <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHEDW/2-16d <br />2x4 PANEL BLOCKING <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 />@ 48' O/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING @ 24' <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />(D = 0.148", L = 3') OR EQUAL (D = 0.207", L = 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />END TYP. TOP & <br />O/C w/ (2) 16d <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />w/ (2) 16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />" " <br />SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x <br />10dx1 12"AT EA. 112" AT EA STUD (USE BACKNAI L w/ (2) 16d NAILS <br />OUTLOOKER <br />SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - <br />SP8 FOR 2x8 WALL) AND NAILING SCHEDULE <br />' <br />S <br />P <br />SP' <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD BLOC ING <br />FOR FIRST FOUR ROWS <br />xz"/ <br />ELEVATIONS) <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />BLE TOP PLATE <br />DOUBI <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. 81. <br />APPROX. 8" FROM <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) 1 Od & (2) 1 Od <br />EACH JOINT W/ (2) <br />TOE NAILS @ EA. END <br />1 Od & (2) 1 Od TOE <br />/-2xFRAME WALL (SEE WALL <br />NAILS @ EA. END <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />,,-1/2"CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />(2) 16d NAILS <br />\\-2x <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING 0 48"1 <br />BLOCKING <br />W/ (2) 16d TOENAILS <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM <br />2 4 "T" ON TOP OF PANEL <br />SIMPSON H1 OA w/ (18) <br />1 Od x 112" AT EA. <br />OUTLOOKER <br />(2) 16d <br />NAILS <br />2x4 OUTLOOKER <br />TOPCORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />M <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2"CDX PLYWOOD OR <br />7/16"OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4"T"ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3' @ 4' O/C <br />x <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2. <br />SDS SCREWS TO TRUSS & (4) 1/4 x3" <br />BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C <br />16d TOENAILS SDS SCREWS TO PLATES AT 36"O.C. SIMPSON SP2 w/ (12) 10d <br />2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP. SEC. <br />- <br />SECTION SECTION <br />K*� 4� <br />SCALE: N.T.S. LL SCALE: N.T.S. <br />1\ �5 1\ �5 <br />SIMPSON H10A w/ (18) <br />1 Od x 112" AT EA. <br />OUTLOOKER <br />(2) 16d NAILS <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) F <br />R 5- <br />LY, PROVID <br />/ <br />DIA. x <br />LAG SC <br />WS <br />QUAL 2x4'T'ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />EXT. WALL CONN. (ED 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOPCORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />MAX. EDGES OF <br />SHEATHING TYP. <br />-"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />,-GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />177 E O.C. FIELD <br />JACK TRUSS <br />/-SEE PLAN FOR <br />MAX <br />2x4 BLOCKING W/ <br />(2) 12d TOENAILS <br />NON - LOAD BEARIffG LOCATION � �D B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SCALE: 3/4" SECTION r9 <br />SEE TYP. WALL SECTION FOR 1,-o,- ("8 <br />�5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5 <br />1\ �5 <br />2'x4" OUTLOOKER @ 24" <br />O.C. W/ (2) 10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 10dx3"O/C <br />TOENAIL­j 6" O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />------- 2"x4"MIN. SEE M/S5 <br />CROSS BRACING DETAIL i <br />SCALE: N.T.S. S5 <br />RUNNE <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <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 <br />-MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />V BRACE W1 10d @ 4' OIC <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA w/ (4) <br />1/4"xl 1/2"SDS SCREWS TO <br />BLOCKING & (4) 1/4'x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />\-BRACING w/ (3) 1 Od x 3" AT <br />'\\\\ EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />RCHITECTURAL FINISH <br />[A <br />EXT. WALL CONN. NON LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />rE <br />SEE TYP. WALL SECTION FOR SCALE: N. \�,�S5 <br />ADDITIONAL INFORMATION. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1"BRACE <br />(1) 2'x4' (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L' BRACE <br />24" <br />01011 - 31-01' <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 />�GUNT. BEARING <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-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 />ENDJACK <br />1 V-0" MAX. <br />LU <br />a <br />CORNERJACK <br />z <br />cr_ <br />0 <br />7_ <br />HIP FRAMING REFERENCE PLAN <br />z <br />w <br />% <br />2x4 BLOCKING-,.,, --2x4'7 BLOCKING <br />@ 48' O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4' <br />GABLE TRUSS WEB_)r__ <br />DOUBLE "L" BRACING DETAI <br />4� <br />L <br />A <br />N.T.S. <br />2x4 "T"BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />16d NAIL <br />"L" BRACE ATTACHED <br />W/ 1 Od NAILS @ 4" 0. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAI <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BL CKING @ <br />4 " O/C <br />I -GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2'x8' 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE /`7 <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX 20'-0" MAX <br />X BRACE SEE DET. J/S5 7 CONTINUOUS BoTro� CHORD BRACING 2X4 MIN. <br />a <br />PC <br />Ed <br />q: <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT 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 />AS PER BCSI 1-13 SCALE: N.T.S. c rz <br />SCISSOR TRUSS <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 />0 <br />0 <br />(0 <br />< <br />V1 I-D <br />CZ <br />a) - <br />Cl-.) <br />4--J LU <br />ra <br />0 LU <br />t'hr� <br />V) =3 <br />IT <br />p <br />s) <br />cli <br />Co <br />U_ co <br />-00 <br />< <br />01 < Ci <br />All <br />W D. <br />It-7 <br />/r <br />I <br />'J"ffi� <br />10 - <br />E; 1 0! oo <br />z PI <br />CIO 111- sEe' 1,4 <br />rx <br />49 " q U� <br />UA <br />LL1 ifi: <br />< <br />10z 0 <br />32 z <br />U <br />WTwisaG.0 <br />-j <br />CC \\PX <br />Z <br />...... <br />OF E <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />dravvings complyMth the 2017 Florida Building Code - <br />Residential 6th Edifion. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bea6ng <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�3 <br />9 <br />LLI <br />z g <br />0 <br />25 z <br />- �1 -, <br />jgs-. <br />U) <br />& ce 6 <br />0 <br />< <br />LU <br />jz <br />z <br />-0 <br />0 <br />0 <br />U <br />r%j <br />CY) <br />< <br />ILL_ <br />9 <br />w P <br />0 <br />00 <br />z <br />z <br />UJI <br />Ln <br />Lli <br />IN, <br />V-4 <br />I Lij <br />2: <br />Ln <br />%D <br />< <br />z <br />z <br />Z <br />0 <br />ck <br />LU <br />z <br />LU <br />rn <br />v 4 <br />10- <br />lu 1 <br />8 1 <br />SCALE AS NOTED <br />DATE 11/2/2018 <br />TECH: KFRAZER <br />VERSION No. 42 <br />SHEET NO. <br />S5 <br />