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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 />SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10Aw/(18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x <br />NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA 2"x4" SEE STRUCTURAL NOTES 1 Old x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS <br />SHEATHING DETAIL <br />OUTLOOKER <br />OUTLOOKER SP6 FOR 2 <br />6 WALL <br />USE <br />@ 24" O.C. <br />7 <br />NAILING SCHEDULE FO OUTLOOKER <br />R <br />AND NAILING SCHEDULE <br />TOP CHORD---�� <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING DETAIL <br />BLOCKING F x <br />OR <br />FIRST FOUR <br />ROWSOF <br />45' <br />24" MAX. <br />TOP CORD BLOCKING 45'± <br />X - 2X4 CONT"L" BRACE <br />TOP COR BLO&ING <br />TRUSSES @ <br />SIMPSON H1 OA 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 112" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OFTRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />1" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 K KER <br />2 x8 SYP#2 "U'BRACE TO <br />48" O.C. EACHJOINTW/(3) 10d <br />@ 8'- /C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <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 />SIMPSON H2.5A w/ (10) 8d <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)1 Od TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 1 Od <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 0dX3" @ 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 />x <br />/-THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />"T" <br />ri <br />x <br />INTO 2" 6" 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 />FASTENWITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" 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/ (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />,T 6 0" <br />SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT 64" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />_OCK <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 @ 4-4- O/C ALIGNED WITH <br />STRAP MISSED VERTICAL 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 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. <br />SCALE: N.T.S. <br />I\, �5 <br />TITEN ON OUTSIDE <br />SIMPSON H1 OA W/ (18) <br />BACKNAIL W/ 2 16d NAILS <br />x , <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL NOTES - <br />AND NAILING SCHEDULE <br />FOR SHEATHIN <br />DETAIL <br />2x4 OUTLOOKER @ 24" <br />.2 <br />O.C. (OPTIONAL - SEE <br />24" MAX. <br />ELEVATIONS) <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. 8" <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 />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 />END TYP. TOP & <br />(2) 16d NAILS <br />\\-2x <br />BOTTOM ATTACHED <br />48"� <br />BLOCKING <br />W/ (2) 16d TOENAILS <br />_.J\_2 <br />M <br />4"7 ON TOP OF PANEL <br />SIMPSON H1 OA w/ (18) <br />1 Od x 1 12" AT EA <br />OUTLOOKER <br />(2) 16d <br />NAILS <br />2x4 OUTLOOKER <br />@ 24" O/C <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />MAX. EDGES OF <br />SHEATHING TYP. <br />1" 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/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />3 <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />2� <br />MAX. <br />x <br />BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" <br />1/4"x3" <br />) 1 Odx3" @ 4" O/C SIMPSON SP2 w/ (12) 10d <br />SDS SCREWS TO PLATES AT 36" <br />SDS SCREWS TO TRUSS & (4) <br />2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD <br />DBL. TOP PL E <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP. EC <br />r4 <br />SECTION SECTION 4 <br />LL <br />SCALE: N.T.S. SCALE: N.T.S. <br />1\ �5 ���5 <br />-REFER TO DETAIL J <br />( <br />) <br />1 Od x 1 12" AT EA. <br />2x4 OUTLOOKER <br />ON SHEET S5 FOR <br />SEE STRUCTURAL--',,, <br />OUTLOOKER <br />@ 24" O/C <br />F <br />X-BRACING, AND TOP <br />NOTES AND NAILING <br />\f <br />TOPCORD <br />CHORD BLOCKING <br />Fi <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />00 <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />2 <br />2"X4" CROSS BRACE <br />24" MAX. EDGES OF <br />-WOOD TRUSSES <br />co <br />00 00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />1" BRACE TO EXTEND <br />-2X4 RAT RUN BRACING <br />_tL� <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d <br />1/� <br />2X4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />(2) 16d NAILS <br />W1 1 Old NAILS @ 6" O.C. <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 />ES AND 12" O.C. FIELD <br />O/C W/ (2) 16d <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 />/,,--JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />I <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 TOE NA ILS <br />ONNECTION <br />, <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2X4 "T" ON TOP OF P =172X4 BLOCKING W/ <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 ANEL_/ <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />CP <br />-3r- 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />- LOAD BEARING LOCATION <br />NON B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION <br />S5 J <br />ADDITIONAL INFORMATION. <br />04 <br />LO <br />T3 <br />MINIMUM 2X <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2) 16d PER <br />JOINT <br />C14 <br />C14 <br />C= <br />C) <br />_03 CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 <br />C14 <br />CROSS BRACING DETAIL J� <br />SCALE: N.T.S. S5 <br />2"X4" OUTLOOKER @ 24" <br />O.C. W/ (2) 1 Od PER JOINT <br />1 Odx3" O/C @--/ <br />TOENAIL-) 6" O/C 2"X4' <br />RUN <br />W/ (2) 16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />GABLE TRUSS <br />1" BRACE W/ 1 Od @ 4" O.C. <br />C) A <br />6.9 MAX. <br />tz 12 (SEE SCHEDULE FOR SIZE <br />�0_ ND LOCATION) <br />E <br />0 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />Q <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />M <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SCALE: N.T.S. <br />�5 <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 />"U' 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 Old <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />I <br />v / \ \r <br />BRACING w/ (3) 10d x 3" AT <br />z <br />W <br />v <br />1.7 <br />- <br />EACH CONN. @ 24" O/C <br />SIMPSON HGAM10KTAw/(4 <br />__1\MOISTURE <br />BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />-BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL (_5 <br />SCALE: N.T.S. <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.�. <br />TYPICAL <br />W <br />14� <br />�L <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL 6 <br />S5 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING <br />48" <br />GA <br />@1 9EJ�4,- BLE TRUSS <br />O/C <br />TRUSSVERTICAL <br />(2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE 1711 BRACE( <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX 20'-0" MAX <br />1 X' BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />d <br />LU <br />. <br />. <br />. <br />. <br />d <br />LU <br />z <br />9 <br />z b <br />W <br />Uj <br />M <br />< 9 <br />0 <br />C? <br />d <br />LU <br />9 <br />9 <br />b <br />LU <br />NOTE: <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. 0 NON LOAD <br />BEARING LOCATIO9 (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S <br />ADDITIONAL INFORMATION. 7"�S5 <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"X4" (U.N.O.) <br />1" BRACE <br />2"x6" (U.N.O.) <br />1" BRACE <br />24" <br />0'0" - T-O" <br />T-101" - 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) 1" 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 HGA10KTW/(4)1/4"xl 1/2"SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />/—GABLE TRUSS <br />CONT. BEARING <br />GABLE END BRACING DETAIL SCALE: 314"=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 />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 />ITOP & 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 />(D !P <br />z: C) <br />C> <br />co <br />cli <br />< <br />__j <br />C-0 <br />4--J LU <br />(Z c) <br />.7 <br />D <br />0 L.0 <br />TM <br />CLI <br />E <br />0 <br />co co <br />CD <br />r­ <br />cli <br />E <br />8 <br />6) - M <br />C-M cm, <br />0 0 <br />= E: co <br />:5 co <br />0 <br />CM <br />0 i::- <br />C1. <br />Lo 0 <br />,;r CL <br />M < <br />A I <br />N c 1� D C <br />A <br />V-0- <br />will <br />T, <br />��4 0 <br />10 <br />U) 8 <br />H C5 <br />Lu C-, :2 <br />U) <br />:1D <br />g U, <br />11= - CD <br />LU g fl - <br />Z5 <br />LU IU ?, -= 4.:-; <br />z 0 -C- & -r <br />ca -2 <br />U) g C. <br />P _t� <br />(0) U <br />ev <br />C� -A <br />0! <br />co <br />0 <br />�F <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. Engineees signature and seal is only for <br />the structural engineedng portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />i <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />5 <br />Oz <br />=0 <br />�4 <br />z< <br />z 0. <br />< <br />z C� CL <br />Uj < 0� x <br />0 <br />0 <br />CY <br />ZW< <br />U z <br />!E =) z <br />z <br />Lu <br />0>. <br />0 <br />< <br />L_ <br />zz <br />- 8 <br />�t <br />2: <br />z z <br />z <br />C: <br />-0 <br />T-11 <br />L_U <br />0 <br />'9 <br />U <br />0 <br />zo <br />—4 <br />R <br />01: <br />g <br />& <br />LJL <br />< 1z:1 '< <br />LU < <br />Uj <br />z <br />z <br />�� a <br />Uj <br />Ln <br />Lij <br />< <br />� D <br />< z <br />Ad' <br />LU <br />rq <br />ry) <br />< <br />z <br />Wz <br />< 0 <br />D V) 0 <br />z <br />C), z <br />'A 0 <br />C0 <br />0 <br />00 <br />4� <br />Uj <br />T <br />< <br />rn <br />?--q <br />CL <br />IlLn <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAIVIES <br />VERSION No' 4mO <br />SHEE7 NO. <br />S5 <br />