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SIMPSON HGAM11 <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 />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 <br />TOENAIL W/ (2) i6d NAILS SIMPSON H10A w/ (18) O Od x <br />NAILING SCHEDULE FOR rr rr 10d x 1 12" AT EA. <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA <br />@ 24" O.C. 7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />FOR SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45' ± <br />24" MAX. <br />TOP CORD BLOCKING <br />45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 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 />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICA <br />TYPICAL RIDGE FASTENED AT <br />@ <br />48 O.C. EACH JOINT W/ (3) 10d <br />• <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />8'-0" O/C. <br />2x8 SYP#2 "L" BRACE TO <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />@ <br />WEB LENGTH & NOTCH AT <br />' <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 H2.5Aw/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />• <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ •' <br />BLOCKING <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 />1/2" CDX PLYWOOD OR 7/16" <br />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM7 <br />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W! (2)16d TOENAILS <br />w/ 1 Od NAILS @ 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <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 />NOTCH L 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 />@ <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 />1Odx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Od 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 />MISSEDVERTICAL <br />STRAP MISSED VERTICAL <br />L SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTIONLL <br />WEB, USE MST6 w/ <br />1 <br />1Od 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 />BACKNAIL W/ 2 16d NAILS SIMPSON H10A wl (18) <br />x <br />SP8 FOR 2x8 WALL) <br />L <br />SEE STRUCTURAL NOTES x <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />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 />APT <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 />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 />— <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />OF PANEL <br />if <br />BLOCKWGTFASOP <br />TENWITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGA10KT w/ (4)1/4"xl 1/2" <br />1Odx3" @ 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 />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.} <br />SECTION LASECTION 4 Li <br />SCALE: N.T.S. S5 SCALE: N.T.S. 55 <br />TL <br />() <br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />-REFER TO DETAIL J <br />N <br />N <br />SEE STRUCTURAL <br />OUTLOOKER @ 24" O/C <br />ON SHEET S5 FOR <br />- <br />r <br />M <br />' <br />NOTES AND NAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />CHORD BLOCKING <br />CO <br />_ <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />1 <br />1 <br />1/ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />- WOOD TRUSSES <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />" <br />EACH JOINT W/ (2) <br />; <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 />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 />SHEATHING ATTACHED <br />W/ <br />(2) 2" x 4" LAMINATIONS W/ 1 ROW <br />() <br />3 2" x 4" LAMINATIONS W/ (1) ROW <br />(} <br />(3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6' O.C. <br />1 <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 />L CKIN) <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />O/C 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" <br />DIA x 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />CONNECTION <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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/T.. <br />0 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. @ <br />D COMMON <br />MOILS. (ONE INTO EACH OUTSIDE OF F_ <br />NON - LOAD BEARING LOCATION BUCSAMENUMBER OF ROWS, SAME SPACING) <br />� SECTION rg <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° 1 <br />= ADDITIONAL INFORMATION. <br />N <br />O <br />^I <br />�I <br />0 <br />co <br />MINIMUM 2x <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />0.1 f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />�I CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" 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 />GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />� 12 (SEE SCHEDULE FOR SIZE <br />a AND LOCATION) <br />6.9 MAX. <br />E2 <br />0 <br />U <br />c 6 <br />� S5 <br />CO <br />i <br />L 4 d d <br />d, a d a d <br />/ d <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. S5 <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"0/C 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />w <br />V. <br />BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTAw/ (4) MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />R2 <br />2x4 BLOCKING 2x4 7' 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.( <br />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 />W/ 10d NAILS @ 4" 0.C� <br />TYPICAL 4fi <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAILS 6 <br />SCALE: N.T.S. 5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C UEFg GABLE TRUSS <br />IX TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />1� <br />ARCHITECTURAL FINISH NOTE: / <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) 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-O" <br />3'-0"- 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2x8rFULL 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 />/--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 />LU <br />a <br />Y CORNERJACK <br />0 <br />W <br />z <br />0 <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP &BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />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 BCS1 1-13 <br />SCISSOR TRUSS <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 1Od 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 />C9 �_ <br />Z M <br />_ o <br />z <br />z <br />Q_ <br />U) z <br />V) (D <br />Qw <br />(Z o <br />pw <br />a= <br />a-2 <br />U <br />Cn M <br />o0 <br />m <br />pp <br />~ U <br />uin <br />N <br />:O <br />uSMN <br />Oo 0 <br />�u'eo <br />U <br />000 coa <br />Qm <br />o <br />rnQ d <br />A 1 <br />BD® <br />\� <br />N N <br />M Cn 00 <br />to42 <br />LU <br />Z_y W Z � z <br />L o W w <br />NON aw <br />L <br />3 <br />CAWLU <br />Z <br />Va� 111 : <br />WL0) <br />Z� <br />N <br />W a ..moo <br />'A- <br />4 ••6' 1-6E 1 ly <br />WT�'V.FD U•. 4� <br />zz <br />cz • ` <� <br />�F <br />l- C <br />�'•••.......r <br />�'''✓i. O f Si <br />q <br />E S <br />1( t <br />\`+ <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 seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NA <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />LU <br />¢o- <br />Y� <br />uufL <br />a' <br />U�oo <br />oo�0 <br />Z <br />z Luuj <br />0 g <br />o�u_o <br />U W u N <br />mt2o <br />2Z <br />W <br />A <br />0 <br />} � U <br />1Fr�i <br />> <br />-- JJ <br />J <br />Z <br />5 <br />a,� <br />� <br />w <br />F- <br />0 <br />Z <br />O <br />\ <br />/ f! <br />z <br />J L1J <br />Q <br />W000 <br />Lnx:o <br />Q <br />Ln <br />�28 <br />o2E <br />ZLu <br />W <br />J <br />L0 <br />ri <br />W <br />W <br />� <br />Q <br />z <br />=;0� <br />C,hze <br />g�8 <br />0z <br />M <br />z <br />CZo <br />a <br />('0 <br />4z <br />U <br />r <br />0 <br />Lu <br />O <br />J <br />1 <br />rn <br />,--i <br />a <br />cn <br />s <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 3 ■ C <br />SHEET NO. <br />S5 <br />