Laserfiche WebLink
I I lilt ' 111 lll I n y ..a ,,. , ,_JA <br />SIMPSON HGAM11 <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 H1 OA w/ 18 BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x <br />NAILING SCHEDULE FOR ( ) 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 " <br />TOP CHORD <br />@ 24 O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45° t <br />„ <br />24 MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" <br />FOR FIRST FOUR ROW <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />• <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />p� $'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />' <br />MAX. & (2)l Od TOE NAILS @ <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 />• <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 />-� <br />ATTACHED W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD7 <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 />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <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 />II " <br />NOTCH L BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />MOISTURE BARRIER <br />"" „ ,I <br />5/8 x 10 J BOLT @ 48 O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ <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" m PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 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"x21/4" TITEN @ 4'4" 0/C ALIGNED WITH <br />STRAP MISSED VERTICAL SECTION <br />1 <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4)1/4"X21/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />Srj <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2)16d NAILS <br />x <br />SP8 FOR 2x8 WALL) <br />S <br />2) <br />SEE STRUCTURAL <br />NOTES 10d x 1 12 AT EA. <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />F@ 24" O/C <br />1-1 2x4 OUTLOOKER @ 24" <br />TOP CORD <br />4" 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. 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/ <br />; <br />AT LEAST 90% OF WEB <br />10d & (2)10d TOE <br />E <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 />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />NAILS <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" 2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M 2x4 "T" ON TOP OF PANEL <br />1Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SIMPSON <br />HGAI OKT w/ (4)1/4"x1 1/2" <br />1Odx3" @ 4" O/C <br />SDS SCREWS <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)1Od <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. SCJ <br />10d x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J <br />N <br />SEE STRUCTURAL <br />OUTLOOKER @ 24" O/C <br />ON SHEET S5 FOR <br />NOTES AND NAILING <br />CORD <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />NxTOP <br />BLOCKING FOR <br />CHORD BLOCKING <br />`a <br />� <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />1 1 <br />11 n <br />08" <br />24" MAX EDGES OF <br />. WOOD TRUSSES <br />z° <br />APPROX. FR MCE <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 />" <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 />(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) ROWS OF <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />(2)16d NAILS <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 />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207, L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/21 OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />O/C wl (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 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 2x4'7" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />EXT. WALL CONN. 3) EACH Sod COMMON NAIL MAY BE REPLACED WI (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />o SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" �� <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS g SECTION 9 <br />= ADDITIONAL INFORMATION. <br />,I <br />T <br />s MINIMUM 2x <br />a CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />N� JOINT <br />N <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. <br />.9 S5 <br />12 <br />i 6.9 MAX./ <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />1 Odx3" O/C 2"x <br />TOENAIL 6" O/C RU <br />W/ (2) l6d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />55 <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />I � r <br />L <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />o 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-ENGINEERE <br />WOOD TRUSSES <br />S5 SCALE: N.T.S. 55 <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 />w <br />171 <br />BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24' O/C <br />SIMPSON HGAMI OKTA 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 />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" O.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 J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <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 BOTT0 CHORD BRACING 2X4 MIN. <br />�Itllll■1 <br />1■II <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG. <br />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'-0" <br />3'-0" - 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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT 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 />o <br />c� <br />CORNER JACK <br />C7 <br />Y <br />a <br />a <br />i <br />W <br />Z <br />IX <br />0 <br />IN <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)'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 />LTOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />AS PER BCSI 1-13 SCALE: N.T.S. <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 />Ou <br />0 <br />0 V <br />_zo <br />z� <br />z� <br />Q <br />a <br />+-' w <br />• C6 p <br />U — <br />p"' <br />Ln <br />�� U <br />w <br />CS <br />co <br />� <br />' � f— <br />•�O M <br />O N <br />U� <br />¢cm <br />L <br />U-j8.� <br />�a ci <br />N D <br />Cryyg '� N�z <br />f, a <br />LU a <br />V y� <br />Z C-Sm < <br />� U, <br />Z ffy{¢ o <br />&L <br />`'24 <br />-NI 10M.F153 <br />' ro <br />0z <br />R4FES5\O <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 Florida 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />a <br />W <br />za <br />a <br />may <br />U <br />Zw � <br />`6` w <br />o�ceR <br />s_ <br />N <br />� <br />iR <br />cn <br />z <br />Z <br />C <br />Q <br />3 <br />LLJ <br />Il <br />a <br />U <br />= <br />� <br />z <br />� <br />W <br />. <br />Z <br />aRO <br />�8 <br />0 <br />J <br />V, <br />N <br />51H <br />Z <br />z <br />J <br />ON <br />T-4 <br />Ln <br />LLI <br />z <br />�..� <br />� <br />Q <br />I— <br />N <br />ri <br />Q <br />Z <br />a <br />m <br />Z <br />t <br />_ <br />�S <br />rn <br />rn O <br />V-4 <br />a <br />M <br />f <br />s <br />SCALE : AS NOTED <br />DATE : 5/7/2019 <br />TECH: FFLORES <br />VERSION N0. 4mO <br />SHEET NO. <br />S5 <br />