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-----------------------, <br />j SEE STRUCTURAL NOTES AND <br />I NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />I BLOCKING FOR <br />j FIRST FOUR <br />I ROWS OF <br />TRUSSES @ <br />EDGES OF 2x4 CROLB <br />SHEATHING APPROX, 8" FROM <br />1 TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />j EA. END @ 48" O.C. <br />I <br />I <br />I <br />— — — — — — — — — — — — — — — — — — — — — — — J i <br />JI <br />TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. <br />@ 24" O.C. 1 7 NAILING SCHEDULE SHEATHING DETAIL FOR � 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 />45° t <br />24" MAX. II <br />TOP CORD BLOCKING 45°t <br />2X4 CONT'L" BRACE <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ 2 10d 3" <br />( ) <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />• <br />OUTLOOKER <br />EDGES OF <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACEo 0 <br />EXTEND AT LEAST 90% OF <br />AT LEAST 90% OF WEB <br />@ <br />2x4 CROSS BRACE 8'-0' 0/C. <br />WEB LENGTH & NOTCH AT <br />' <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)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 OdX3" @ 3" O/C <br />THROUGH CHORD <br />INTO 2"x6" P.T. PLATE <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />„ <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10dx3" 4" O/C SPACED <br />@ <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12 O.C. FIELD <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE <br />@ 48" O.C. 1 <br />I <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />I I WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT 6'-0" 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 - MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL O.C. MAX) w/ MIN. 4" GABLE WEB <br />WEB, USE MSTAM36 w/ (7) SECTION 1 EMBEDMENT IN KO BLOCK SECTION Ko­2 <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 S5 <br />TITEN ON OUTSIDE <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />r <br />M <br />M <br />CHORD BLOCKING <br />;o <br />go <br />INFORMATION <br />WOOD TRUSSES <br />go <br />11 <br />2x4 RAT RUN BRACING <br />" <br />AT 24" O.C. ON TOP OF <br />-- <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />• <br />ATTACHED W/ 2 -16d <br />• <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 />SIMPSON HGAM10KTA --J <br />BLOCKING <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />wl <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 />(4)1/4"x1 1/2" SDSL <br />O/C 2) 16d <br />TOENAILS @ EA. END <br />NOTES: <br />SCREWS <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 />TO BLOCKING & (4) <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />ARCHITECTURAL FINISH <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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. <br />@ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. �'S CJ/ <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)1 Od PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />SEE PLAN FOR 10dx3" 0/C <br />OCATIONS) TOENAIL 6" O/C <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />?"Yd" MIN RFF M/R5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />RUNN <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 />BACKNAIL W/ (2)16d NAILS <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />w/ (2)16d TOENAILS <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x <br />10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS <br />OUTLOOKER SP6 FOR 2x6 WALL7, USE <br />SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />(OPTIONAL - SEE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />'.C. <br />4MAX.M ELEVATIONS) <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <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)10d & (2)10d <br />EACH JOINT W/ (2) <br />X.- <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 />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 />2x4 "T' 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 />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 />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 />-2x4'7" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" <br />BOTTOM ATTACHED w/ (2) 10dx3" 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" <br />@ <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 />SIMPSON H10A w/ (18) <br />1 Od x 1 12" AT EA. <br />OUTLOOKER —. <br />(2)16d NAILS <br />2x4 T' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION K�4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. 15 <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 />r1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />- .- `"L�tCONNECTION <br />SECTION K'9 <br />SCALE: N.T.S. S5 <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 />"L" BRACE W/ 10d @ 4'O/C! <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 BLOCKING W/ 1 <br />(2)12d TOENAILS <br />8d @ 6"0/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4' <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />BRACING w/ (3)1 Od x 3" AT <br />• EACH CONN. @ 24" 0/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. 0 NON - LOAD <br />BEARING LOCATIO (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.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - 3'41 <br />T-O" - 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"x1 1/2' SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />L—CONT. BEARING <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 />HIP FRAMING REFERENCE PLAN <br />7i <br />h <br />2x4 BLOCKING 2x4 "T' 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 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/ 1 Od NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <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 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20 -011 MAX 20 -0 MAX <br />"X" BRACE SEE DET. J/S5 -, c- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />I <br />�Ippop <br />For <br />NOTE: <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 />LTOP & 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 />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 />zCn <br />z® <br />z <br />a <br />N U <br />(1) C <br />+--+ LU <br />� o <br />.O UU <br />Lh <br />120 <br />�N U <br />2 <br />slow_ <br />0 ri N <br />�o <br />Al I <br />B D. <br />4 ` H_ ` <br />4 <br />a.�N I <br />N N <br />G N <br />� <br />' <br />Z Z <br />I Qa�r_4 ua <br />Lu <br />Lu <br />Q ate' <br />Z o <br />� x <br />WLZ <br />,���►III�tNrrrr� � O <br />NC. OM <br />V, <br />To the best of the Engineer's knowledge, Information and bellef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Englneers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />W <br />_< <br />u n s <br />W CK <br />Hw <br />x J <br />Q. <br />cn <br />J <br />z <br />-0v <br />Q <br />O <br />Q <br />a <br />N <br />M <br />ID <br />z <br />Po <br />95 <br />�. <br />Q <br />Z <br />N <br />z <br />W <br />N� <br />Ln <br />111 <br />� <br />d- <br />Z <br />Z <br />ul <br />� <br />m <br />00 <br />z <br />_ <br />Lu <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: M]AMES <br />VERSION NO. 4ol <br />SHEET NO. <br />S5 <br />