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SIMPSON HGAMfl <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (d <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 1­110AW(18) BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x <br />NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. 2"x4" SEE STRUCTURAL NOTES 1 Od x 112" AT EA. 1 12- AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) <br />SHEATHING DETAIL OUTLOOKER <br />OUTLOOKER <br />SPIS FOR 2 <br />6 WALL <br />USE <br />1 Od <br />1 12" AT EA <br />@ 24" O.C. <br />7 <br />NAILING SCHEDULE FO OUTL <br />R OOKER <br />@ 24" O.C. AND NAILING SCHEDULE <br />TOP CHORDOR7�� <br />SHEATHING DETAIL <br />FOR SHEATHIN G DETAIL <br />BLOCKING F <br />74( <br />FIRST FOUR <br />ROWSOF <br />45* <br />24" MAX. <br />TOP CORD BLOCKING <br />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" O/C. CMID HEIGHT <br />EDGES <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. <br />2X4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />48" O.C. EACHJOINTW/(3) 10d <br />AT LEAST 90% OF WEB <br />@ 8 I-10" U/L;. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />2x4 CROSS BRACE <br />x <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. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 1 Old <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 />1 "'1- <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" @ T' O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />1/2" CDX PLYWOOD OR 7/16" <br />OSBSHE ATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />1 Od NAILS 6" O.C. <br />ma <br />INTO 2"4" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING 0 <br />2x4 "T" ON TOP OF PANEL BLO <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 1 Odx3" @ 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" 0. 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) 1 Odxl 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 />1 0dx1 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 SECTION <br />O.C. MAX) W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />ri <br />GABLE WEB <br />SECTION <br />2� <br />WEB, USE MSTAM36 W/ (7) <br />1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. <br />� �5 <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />SIMPSON H 1 OA W/ (18) <br />BACKNAIL W/ (2) 16d NAILS <br />, <br />SP8 FOR 2x8 WALL) <br />x. <br />SEE STRUCTURAL NOTES OUTILOOKER <br />AND NAILING SC HE DUL E <br />2x4 OUTLOOKER <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOPCORD <br />24" 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. <br />EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />I# <br />SHEATHING TYP. <br />EACH JOINT W/ (2) 1 Od & (2) 1 Od <br />RIDGE FASTENED AT <br />\ <br />1" 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 />(2) 16d <br />KNA' <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />,LS <br />NA LS <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"A <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 HGA1 OKT W1 (4) 1/4"xl 1/2" <br />1 Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4) 1/4"x3" <br />) <br />1 Odx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 W/ (12) 1 Od <br />2X4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />STUD WALL (SEE TYP.. SEC.) <br />TRUSS) <br />SECTION SECTION r4-'N� <br />LL <br />SCALE: N.T.S. 1\ �5 SCALE: N.T.S. � �5 <br />1 Old x 1 12" AT EA. 2X4 OUTLOOKER <br />-REFER TO DETAIL J <br />SEE STRUCTURAL--,,,_ <br />OUTLOOKER @ 24" O/C <br />F <br />ON SHEET S5 FOR <br />NOTES AND NAILING <br />TOPCORD <br />X-BRACING, AND TOP <br />SCHEDULE FOR <br />\f <br />BLOCKING FOR <br />CHORD BLOCKING <br />;o <br />;o <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />2 <br />2"X4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />-WOODTRUSSES <br />;o <br />00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGEFASTENEDAT <br />1" BRACE TO EXTEND <br />-2X4 RAT RUN BRACING <br />-1 <br />]12' <br />EACH JOINT W/ (2) <br />0 <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 />TRUSS SPANS <br />NAILS @ EA. END <br />GABLE TRUSS <br />ATTACHED W/ 2 - 16d <br />2X4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) RO WS OF <br />FIRST (4) ROWS OF <br />W/ 1 Od NAILS @ 6" O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E <br />ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24" <br />(D = 0. 148", L = 3") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />j "' <br />O/C W/ (2) 16d <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <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 />CONNECTION <br />, <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <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 <br />SPACE AS SHOWN FOR 3-PLY <br />BLOCKING, FASTEN WITH 2X4 BLOCKING WV� ­�­17 <br />1 0dx3" @ 4" O/C (2) 12d TOENAILS <br />4W 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. @ <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SECTION <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 11.1' �9 <br />ADDITIONAL INFORMATION. <br />C4 <br />r- <br />x <br />4 45' <br />T3 <br />MINIMUM 2X <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />q>1 <br />x <br />(2) 16d PER <br />JOINT <br />C1 <br />.81 1 L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj--"� <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />1 Odx3" O/C 2"xi <br />TOENAIL-) 6" O/C <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/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 AND LOCATION) <br />C) <br />6.9 MAX. <br />E <br />2 <br />r6 <br />0 <br />!�l <br />1 <br />11 <br />1 <br />11 <br />11 <br />11 <br />il <br />I <br />I I <br />I <br />.4 <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />rj <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. <br />OVERLAP TRUSS BRACING <br />6" OVERLAP <br />AT LEAST TWO TRUSS SPACES <br />-MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rM <br />SCALE: N.T.S. S5 <br />V BRACE W/ 10d @ 4- O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING wl (2) 10d <br />TOE NAILS AT EACH END @ <br />WOOD TRUSSES <br />24" O/C (TYP) <br />I v <br />z <br />W <br />a. <br />"AT <br />\\-BRACINGW/(3)10dx3"AT <br />EACH CONN. @ 24" O/C <br />SIMPSON HGAM1 OKTA W/ (4) MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" BOND BEA <br />M <br />TITEN TO CMU <br />MASONRY WALL <br />2x4 BLOCKING-",, --2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ED W/ <br />1 Od NAILS @ 4" <br />ATTACH <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />(i) <br />2x4 7'BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />16d NAIL <br />1" BRACE ATTACHED — <br />W/ 10d NAILS @ 4" 0. <br />TYPICAL <br />1 4� <br />L <br />A@j <br />GABLE TRUSS WEB <br />AlLr-6 <br />SCALE: N.T.S. S5 <br />SINGLE 1" BRACING DET <br />DIAPHRAGM -4 <br />BLOCKING @ <br />48" O/C <br />9��41 ,,-GABLE TRUSS <br />TRUSS VERTICAL <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 />"X" BRACE SEE DET. J/S5 CONTINUOUS B <br />OTTO� CHORD BRACING 2X4 MIN. <br />NOTE: <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S <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"xIS" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - 31-0-1 <br />31-01' - 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 HGA1 OKT wl (4) 14'xl 1/2" SDS <br />GABLE END BRACING DETAIL SCALE: 314"=1'-9' <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 />E <br />S5 <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) 'T" 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 />�7- <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 />(D t� <br />M <br />C� <br />< <br />am� <br />Ln (D <br />aj CX3 <br />G)ra <br />4--J LU <br />C� <br />0 LU <br />V) <br />F— <br />E <br />-2 C5 <br />U-, <br />E <br />0) co C, <br />p <br />0 C14 <br />U- co <br />r- 3, <br />5 Cd <br />0 32 <br />0 <br />0) <br />U) 5. CS <br />Lo 8- <br />q* <br />C" < <br />A�l <br />BID. <br />8 �2 <br />z <br />C� 1g "i <br />Uj C� t <br />15 <br />LU U <br />10- <br />Z < <br />OR <br />ch t <br />(a E :� <br />Z A <br />UM <br />LU , r <br />�0!9 <br />"A" <br />Wit �com" <br />-rL5 -com <br />E , <br />C-) Cj <br />0 41 <br />. ....... , J� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained within these <br />drawings comply with the 2017 Florda 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 />LE N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />1z <br />�, 9 <br />uj <br />z <br />z <br />< <br />z <br />Q W Z <br />Lu <br />t2 <br />It! <br />ti 0 <br />U) <br />zz <br />�i 8 <br />Xz <br />> <br />—j <br />z <br />ln� <br />< <br />4 <br />x <br />r- <br />(I) <br />CL <br />LU <br />0 <br />z <br />< <br />U <br />o <br />po 0z <br />he r- <br />Ln <br />8;5 <br />A mo <br />Ln <br />u,,- <- <br />T-1 <br />Lj- <br />z <br />Lu <br />-g <br />9.� <br />z <br />Z <br />all <br />Lr) <br />Lii <br />Lij <br />v. <br />c) <br />< <br />< <br />z <br />Z <br />tu— <br />z <br />z <br />UJI <br />2 <br />iun, <br />0 <br />C� <br />-.5 <br />rn <br />T--i <br />o- <br />SCALE AS NOTED <br />DATE 5/7/2019 <br />TECH: FFLORES <br />VERSION NO 10 <br />SHEET NO. <br />S5 <br />