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-v <br />On <br />00 <br />ip <br />0 <br />Ln <br />u') <br />42 <br />V) <br />a <br />0 <br />J <br />N <br />g <br />i <br />N <br />m <br />0 <br />cr <br />v <br />c <br />0 <br />O <br />a <br />r` <br />0 <br />I <br />M <br />i <br />Cr <br />0 <br />L <br />a <br />N <br />0 <br />i <br />a <br />E <br />E <br />0 <br />z <br />1 <br />C <br />G <br />J <br />tz <br />-0 <br />v <br />�v <br />0 <br />UI <br />0 <br />a. <br />o_ <br />E <br />0 <br />U <br />J <br />M <br />O <br />N <br />N <br />A <br />5 <br />a <br />N <br />O <br />N <br />v <br />a <br />m <br />c� <br />SIMPSON HGAM10KTA <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4) <br />1/4"X2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w! (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 101S5 BACKNAIL w/ (2)16d NAILS —� <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END, 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />1F >9" SEE 1 O/S5 MAX 9,1 <br />BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 <br />r <br />No• <br />45'± <br />X <br />DETAIL <br />45' ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2"x4"CROSS BRACE <br />2x4 CROSS <br />BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />• <br />RIDGE FASTENED AT <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />DOUBLE TOP PLATE <br />EACH JOINT w( (3)1Od <br />EACH JOINT W/ (3) 10d <br />"L BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10d TOE NAILS @ <br />/ <br />& (2)1od TOE NAILS @ <br />.• <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />FROM RIDGE FASTENED AT <br />EA. END <br />"L" BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />EACH JOINT w/ (3) l Od & (2)1 Od <br />(NOT REQ'D WHEN <br />/ <br />AT LEAST 90% OF WEB <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 10d & <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />LENGTH (SEE TABLE) <br />SILL <br />1/2 CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />•• <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />// <br />GABLE TRUSS <br />7/16" OSB SHEATHING <br />END <br />SECTION FOR SIZE & SPACING ) <br />2x4 PANEL BLOCKING' <br />112" CDX PLYWOOD OR <br />ATTACHED W/ 1 Od <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />�� <br />@ 6" O.C. EDGES AND 12" <br />1 OdX3" @ 3" O/C <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />AND 12" D.C. FIELD <br />BOTTOM ATTACHED <br />O.C. FIELD <br />THROUGH CHORD <br />SLOPE OF ADJACENT SCISSOR TRUSS } <br />EDGES AND 12 O.C. FIELD <br />(2)16d NAILS <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />INTO 2"x6" P.T. PLATE <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />2x BLOCKING <br />BLOCKING FASTEN WITH <br />' <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />1/2" x 8" "J" BOLT @ 48" O.C. <br />- <br />WEEP SCREED <br />THE FIRST (4) ROWS OF TRUSSES <br />FROM EA. END TYP. TOP & BOTTOM <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGA1 OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />10dx3" @ 4" 0!C <br />@ 48" O.C. <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6-0" <br />INSTALLED PER MANUF. <br />ATTACHED w/ (2)16d TOENAILS <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" 0/C <br />TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM <br />@ <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) <br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. <br />STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" <br />WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T,S. EMBEDMENT IN KO BLOCK <br />TITEN ON OUTSIDE S5 <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />GABLE WEB SECTION 2 <br />SCALE: N.T.S. S5 <br />2x4 #2 SYP BLK'G @ 16" <br />O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] <br />- ON FRAMING SHEET FOR SHEATHING <br />-REFER TO DETAIL J <br />N <br />AND FASTENERS. (MIN. <br />FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />N <br />_ � r <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />CO <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 1 <br />(2)16d NAILS <br />-WOOD TRUSSES <br />60 00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />1 12" 1 1 2" X <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />& (2) 10d TOE <br />10dTRUSS <br />SPANS <br />`� <br />NA <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />r �� <br />AT EA. TRUSS JOINT <br />" „ <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 />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />• (2)16d NAILS <br />2x4 BLOCKING @ 24" <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 />FIRST 4 <br />() R OWS OF <br />O/C w/ (2)16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <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 />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />w/ (2)16d TOENAILS <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 />SPACE AS SHOWN FOR 3 PLY <br />2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d <br />( NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />REV. 06.08.22 <br />MAX. 9° 8d @ 6" O/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 r- WOOD TRUSSES <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7116' <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />SIMPSON HGAMI OKTA w/ (4) <br />E ES AND 12 O.C. FIELD <br />1/4"x1 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4)1/4"X2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />OF THE LAST LAMINATION ( - ) <br />2x4 "T' ON TOP OF PANEL I LL <br />EXT. WALL CONN. @ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />BLOCKING FASTEN WITH I— 2x4 BLOCKING W/ <br />1Odx3 @ 4 O/C (2) 12d TOENAILS <br />NON - LOAD BEARING LOCATION <br />COMMON NAILS. ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ <br />SECTION K�9 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. S5 <br />IINIMUM 2x <br />;ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL r <br />(2)16d NA <br />(2) 16d PER <br />JOINT <br />�- CONTINUOUS BOTTOM CORD BRACING 2"x4" MI <br />N. <br />SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />SH SCHEDULE <br />,TTACHMENT <br />t SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 />2 x 4 BLOCKING w/ (2)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <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) 21'x4" (U.N.O.) <br />L BRACE <br />2"X6" (U.N.O.) <br />L BRACE <br />24" <br />0'0" - 3'-0" <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 1063" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 114"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS <br />TO PLATES (TYP.) <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 />0 <br />0 <br />d <br />CORNER JACK <br />Y <br />Q <br />w <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />z <br />EL <br />\—BRACING w/ (3)10d x 3" AT <br />EACH CONN. @ 24 O/C <br />-MOISTURE BARRIER <br />.BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" Q.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED 1T EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -t <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />E <br />1Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N,T.S. S5 <br />2x4 "T" BLOCKING <br />1-1 <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/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 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />v- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />ON <br />MM <br />No <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <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 />Wf 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 />Cvj <br />C\1 , <br />= <br />kc <br />- .mot <br />Cog <br />J. <br />=L <br />E <br />C' - 4W <br />ar .: <br />3: c` <br />W as <br />c � <br />r a <br />���°aa°4`s11�1B js <br />z -!" _J <br />• '' -40 <br />. FL <br />, <br />f' •vi <br />C wC1 <br />A Y� <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 2020 Florida Building Code - <br />Residential 7th Edition. Enginee s signature and seal is onlyfor <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W Eq <br />4 U <br />N o <br />p♦ N <br />y W <br />3 — N <br />0 y <br />"2^- <br />J LL Li LL W <br />0. <br />Bey � <br />m : Y, ° Wy:vo <br />�$ O <br />No W Co O <br />204 <br />z - M Z Q - <br />N OU <br />U <br />W ❑❑ <br />M � <br />o� <br />CO <br />N <br />— N <br />M <br />N `n <br />0. <br />LL <br />w <br />LU <br />in <br />V <br />OLU o <br />J <br />UInc <br />z <br />L <br />9 <br />Sim <br />co <br />< N 0 <br />(� <br />o <br />w <br />M <br />M <br />h ¢ <br />z <br />Q <br />LL E <br />wo <br />zo <br />Q ® <br />E U <br />oLL <br />wz <br />�0 <br />❑d <br />Ca <br />ra <br />o <br />5" <br />oa <br />'o <br />o� <br />m <br />r � <br />a�z <br />� <br />�J <br />CA)Qo <br />gQ <br />m� <br />o° <br />U 2 <br />U <br />m J <br />z -=5 <br />C W <br />01 <br />z <br />ao <br />r� <br />" <br />o� <br />u <br />q w <br />NWm <br />~ <br />b <br />aW <br />w <br />L� <br />Y�0 <br />N <br />a <br />a <br />O <br />> CD <br />^ <br />L I <br />' ^ <br />�i , <br />6 <br />0 <br />2 <br />M <br />L <br />U') <br />r <br />Ld <br />U) 0 <br />0 <br />m <br />LO <br />I}+ <br />'v^ <br />•ice vJ <br />co <br />to <br />Ln <br />Co O N <br />0 <br />00 <br />N N <br />p <br />Ln <br />M <br />Q (.0r <br />T <br />i6 <br />(Q T <br />CM <br />o <br />E <br />c <br />Z <br />M <br />z <br />i/i <br />0 <br />E <br />U <br />a <br />� Q p <br />JOB <br />NO: 23-00527 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />