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SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />TOENAIL W/ (2)16d NAILS <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />BACKNAIL W/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />SIMPSON H10A w/ (18) <br />10d x 1 12" AT EA.� <br />OUTLOOKER <br />BACKNAIL w/ (2)16d NAILS <br />2"x4" SEE STRUCTURAL NOTES — <br />OUTLOOKER AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />ROWS OF <br />45° t <br />24" MAX• <br />TOP CORD BLOCKING <br />45"t <br />X <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1 Od 3" <br />EDGES OF 2x4 CROSSBRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <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 />AT LEAST 90% OF WEB <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)1 Od TOE NAILS @ <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />I 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 />SIMPSON H2.5A w/ (10) 8d <br />I <br />" SILL <br />1 <br />1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />— —I <br />ATTACHED W/ 1 Od <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALLBOARD <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 />= <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILSx <br />OSB SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />ILT <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD7 <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 "T" ON TOP OF PANEL BLOCKING, <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 />WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <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 />1Odx1 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"x219" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />SIMPSON HGAM11 <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (j <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />BACKNAIL W/ (2)16d <br />NAILS <br />REFER TO DETAIL J <br />SEE STRUCTURAL <br />ON SHEET S5 FOR <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />CHORD BLOCKINGgo <br />to <br />SHEATHING DETAIL <br />INFORMATION <br />1 1 1/ ". <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />;o So <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />1 1 1 1 2" <br />td� <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 />ATTACHED W/ 2 <br />2x4 PANEL BLOCKING <br />-16d <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" 0/C FOR THE <br />FIRST (4) ROWS OF <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <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 <br />END TYP. TOP & <br />0!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 51/2" 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 H1OA w/ (18) SIMPSON SP4 w/ (6)10d x <br />1Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS <br />OUTLOOKER SP6 FOR 2x6 WALL, USE <br />SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />PI <br />2x4 OUTLOOKER @ 24" <br />(OPTIONAL - SEE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWSELEVATIONS) <br />4„ MAX.O.C. <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />CR S <br />2"x4"CROSS BRACE <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. FROM <br />• <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2)1 Od & (2)10d <br />EACH JOINT W/ (2) <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x FRAME 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 />END TYP. TOP & <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" <br />2x 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 H10A w/ (18) <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <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 />LENGTH (SEE TABLE) <br />r-GABLE TRUSS <br />r-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1!4"x3" SIMPSON SP2 w/ 12 1 <br />16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od <br />2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD <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. SCJ <br />SIMPSON H1 OA w/ (18) <br />1 Od x 1 12" AT EA. <br />2X4 OUTLOOKER <br />OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />24" MAX. EDGES OF <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 7/16" <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />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 L 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. a� COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING <br />D ) 8 SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />11NIMUM 2x <br />,ROSS BRACING <br />5EE PLAN FOR <br />OCATIONS) <br />(2)16d PER <br />JOINT <br />S CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />n <br />h CROSS BRACING DETAIL J <br />SCALE: N.T.S. SJr <br />N <br />00 <br />i <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />1 Odx3" O/C t@--/ 2"x <br />TOENAIL 6" O/C RU <br />W/ (2)16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />E 1 GABLE TRUSS <br />m <br />S'S <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />� 5 <br />g S5 <br />sl I I II I II I II it II <br />N11 III III I II II II I <br />°rl I I II I II I II it II I <br />•• • e • • • • •�. • ld ill d. d _• tll- \• 4 T e • . II d• •-d • � , • •II • • d �I .• �n•• • • II • �• -II• d• <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />1*31 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 <br />`- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />0 <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 rTOE NAILS AT EACH END @ <br />I 24" O/C (TYP) <br />% <br />\-BRACING w/ (3)1Od x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA w/ (4)\\-MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"X2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />0 <br />w <br />a <br />2x4 BLOCKJG- <br />W2x4'7" BLOCKING <br />@ 48" O.C.16d NAIL <br />"L" BRACE <br />ATTACHED10d NAILS O.C. TYPIC <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. (S5) <br />2x4 "T' BLOCKING <br />11 <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />Wl 10d NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL/"-6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48"O/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />Ll <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'-O" 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 />SCALE: N.T.S. S5 I AS PER BCSI 1-13 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 />0'0" - 3'-0" <br />S-0" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 211x8" #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) 1/4"x1 1/7 SDS <br />SCREWS TO TRUSS & (4) 1/4')0 SDS SCREWS <br />TO PLATES (TYP.) <br />vvn i . u�nnna - <br />GABLE END BRACING DETAIL SCALE:3/4"=l'-T <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 />C7 <br />a <br />CORNER JACK <br />Y <br />Q <br />w <br />NZ <br />LL <br />O <br />♦ <br />f <br />HIP FRAMING REFERENCE PLAN <br />SCISSOR TRUSS <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 />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 />:z <br />zIz <br />a <br />Ln U' <br />u, <br />4-J w <br />"V <br />w <br />c <br />0Ln <br />fLZ <br />m <br />W <br />~_ <br />_ <br />C M M <br />M <br />0� 'o 0 <br />U <br />Of <br />¢ <br />t `i o <br />-S n <br />U� <br />B D. <br />" <br />iUlp <br />N O <br />t7 w <br />Z z - z° <br />Q aU_ w w <br />W I; FLL a <br />r— <br />� W 0 <br />(- <br />�Z� � N <br />W a�`1t1 <br />fll��o <br />`,+� Y,V <br />"o <br />• <br />on <br />H aO s <br />f <br />`9 , CJ V <br />To the best of the Engineers lga edge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Floride Building Code - <br />Residential Bth Edi ion. 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 />o <br />zzd. ,a <br />f� <br />r� o: <br />zU0 <br />tu <br />W <br />of <br />N <br />Z <br />O <br />N <br />Ifl <br />Uj <br />W <br />U <br />2 <br />0 <br />cz <br />c <br />W <br />��o <br />2 6 <br />193 <br />0 <br />W <br />cc <br />LL <br />On <br />is � ` � <br />J <br />Ln <br />U1J <br />R Z 8 <br />w <br />� <br />9�< <br />W F f- <br />N <br />Z <br />t- <br />m <br />O <br />oo <br />Z <br />: <br />U <br />_ <br />j{ q <br />` W <br />f <br />,- 4 <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: M]AMES <br />VERSION N0. 4n0 <br />SHEET NO. <br />S5 <br />