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7 <br />C'4 <br />CD <br />—1 <br />C) <br />C:> <br />t2 <br />Lo <br />t2 <br />I <br />r4,) <br />C14 <br />C'4 <br />!2 <br />1 <br />C14 <br />:*9 <br />:Q <br />co <br />CD <br />C:) <br />C> <br />rl-) <br />t2 <br />t2 <br />C14 <br />22 <br />0 <br />Or <br />C*11 <br />C14 <br />co <br />W <br />E <br />01 <br />Cl- <br />0 <br />e-) <br />C14 <br />C3- <br />C14 <br />C:> <br />C14 <br />SIMPSON HGAM11 <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (I <br />114")Q 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - 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 - [RSHI - ON FRAMING SHEET FOR SHEA-THING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 BACKNAI L w/ (2) 16d NAILS <br />45*± <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 PRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 <br />M9" <br />BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45* <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO11 BRACE <br />SCHEDULEFOR <br />SHEATHING DETAILV <br />KI�OER <br />2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />@4 _0 /C& <br />@ 8'- <br />EXTEND AT LEAST 90% OF <br />EACHJOINTW/(3) 10d <br />1" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48- O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 1 Od & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />DV <br />X <br />BLOCKING <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />END <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />vc <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 />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />1 OdX3" @ 3" O/C <br />CORD ATTACHED W/ (2)16d TOENAILS <br />�17 <br />w/ 10d NAILS @ 6" O.C. <br />I W W <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />. <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 <br />'v IF <br />BACKNAIL w/ (2) <br />SEE STRUCTURAL NOTES <br />NAILING SCHEDULE FOR <br />DETAIL <br />2"x4" CROSS BRACE-\1 <br />16d NAILS <br />A�D <br />SH8ATHING <br />N <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 1 Od <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10dTOE NAILS@ <br />FROM RIDGE FASTENED AT <br />EA. END <br />'o, <br />EACH JOINT w/ (3) 1 Od & (2) 1 Od <br />(NOT REQ'D WHEN <br />.11 <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1 "OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />12" CDX PLYWOOD OR 7/1 ov" <br />@ 48" O/C FOR THE <br />(2) 16d <br />lt�:NAILS- <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />N1,,NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM A77ACHED <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />. <br />. <br />2xBLOCK <br />2x4 PANEL BLOCKING @ 48" O.C. FOR ING <br />2x47' ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL NOTCH 1" BRACE HERE <br />WEEPSCREED THE FIRST (4) ROWS OF TRUSSES <br />FASTENWITH 10dx3" @4" O/C SPACED <br />1/2" <br />8""J" BOLT <br />48" O <br />C <br />�&47" ON TOP OF PANEL <br />, <br />INSTALLED PER MANUF. <br />x <br />. <br />. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />SIMPSON HGAII OKT wl (4 <br />@ 48" O.C. BLOCKING, FASTEN WITH ) 1/4"xl 1/2" SDS SCREWS TO <br />SIMPSON META12 w/(7) 10dxl 1/2" NAILS I.. INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24,11 0 <br />MOISTURE BARRIER 10dx3" @ 4" O/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS <br />NOTE: IF EMBEDDED <br />1 Odxl 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24,, <br />GABLE WEB SECTION <br />2� <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />�5 <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />CHORD BLOCKING <br />INFORMATION <br />;o ;o <br />2x4 #2 SYP BLKG @ 16" <br />SEE SCHEDULE - [RSH] <br />AND FASTENERS. (MIN. <br />SEE STRUCTURAL— <br />NOTES AND NAILING <br />SCHEDULE FOR <br />O.C. w/ (2) 16d NAILS EA. END. <br />- ON FRAMING SHEET FOR SHEATHING <br />FIRST 4 BAYS) <br />N 4 <br />SHEATHING DETAIL <br />BACKNAIL wj�� <br />(2) 16d NAILS <br />WOOD TRUSSES <br />00 ;0 <br />2"X4" CROSS BRACE <br />APPROX. 8" FROM <br />2X4 RAT RUN BRACING <br />RIDGE FASTENED AT <br />AT 24"O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />1�t <br />NAILS @ EA. END <br />ATTACHED W/ 2 - 16d <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 />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) ROWS OF <br />t <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 5 1/2" 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 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 />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. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIffG LOCATION <br />rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" <br />'N,15� <br />ADDITIONAL INFORMATION. SCALE: N.T.S. <br />��S 5 <br />UNIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL i <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />2"y4" MIN RFF M/.q.q <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />12" <br />�SH SCHEDULE <br />TTACHMENT <br />SYP BLKG @ 16" O.C. <br />I x 0.131 " <br />AILS EA. SIDE <br />2X4 #2 SYP W/ 1 Od <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />ri <br />SCALE: N.T.S. <br />� �5 <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 />MINIMUM (2) 16d PER JOINT <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6- O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4'T'ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4- O/C <br />2x4 BLOCKING-N,,,,, --2x4'7" BLOCKING <br />@ 48" O.C. -1 6d NAIL <br />1" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />2x4 'IT" BLOCKING <br />2x4 <br />48" O.C. <br />- ---16dNAIL <br />1" BRACE ATTACHED <br />W/ 10d NAILS @ 4" <br />TYPICAL <br />W <br />D:4� <br />L <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAI <br />SCALE: N-T S_ <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C <br />GABLE TRUSS <br />TRUSS VERTICAL <br />SIMPSON SP2 w/ (12) 1 Od <br />L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) <br />16d PER SIDE <br />SECTION r3 SECTION <br />SCISSOR GABLE 1711 BRACE <br />SCALE: N.T.S. SCALE: N.T.S. <br />AS PER HIB 91 SCALE: N.T.S. 1\ �5 <br />REV. 06.08.22 <br />MAX. 9" <br />8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 r-WOOD TRUSSES <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />x <br />-1 /2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />SIMPSON HGAM10KTAW/(4) <br />E O.C. FIELD <br />1/4"xl 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 />2x4"7'ON TOP OF PANEL—j <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION <br />r9 <br />SCALE: N.T.S. �5 <br />MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />1- 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 />z <br />UJI <br />BRACING W/ (3) 10d x 3"AT <br />EACH CONN. @ 24" O/C <br />MOISTUREBARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <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 />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 />1" BRACE <br />24-1 <br />0'0" - T-O" <br />3'-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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4'xl 112" SDS <br />SCREWS TO TRUSS & (4) 1/4"X3" SDS SCREWS <br />TO PLATES (TYP.) <br />STUDS @ 16' O.C. <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <br />SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -n I r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />L <br />L <br />cc <br />10 <br />CL <br />NOTE: TOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING <br />2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-4- O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />AS PER BCSI 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 />W <br />Z. Uj <br />C3 E = <br />2:9 <br />0 Cj <br />10 0 <br />LL. <br />m % = <br />-. <br />I. Cc* <br />a s <br />=11. CIO v <br />a = <br />Av., <br />-a,= <br />93 0 <br />ce> <br />41 0 E N :I <br />,P . <br />No 8 0 <br />787/0 <br />cr <br />-33 STATE OF Z <br />00. ft <br />A, <br />0 <br />R <br />,� <br />Ii- <br />NA <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />C, <br />C� <br />8 q <br />0 - - Co <br />:1 <br />ro 14 <br />'�C4 0 LU <br />o' <br />ca u_ U. a. <br />4 <br />_j <br />Z 0 0, <br />= M CS or g <br />ca C� G Co LU <br />W <br />U) z <br />co 6 0 W <br />z 0 x <br />CN co l- <br />d6 01 1` 1 <br />z <br />IN <br />- <br />(D m !9 <br />c! <br />C) <br />S <br />V) <br />C-D <br />.2 <br />u- <br />4-J c_/3 <br />0 <br />V, <br />I_ U) <br />E <br />0 <br />d <br />m <br />0 <br />- <br />CAD <br />z <br />z <br />z <br />�c <br />E <br />-o <br />z <br />< <br />E-= 0 <br />z <br />K 0 <br />Q� <br />M <br />CL <br />cc=3 E <br />mo <br />7" <br />0 11 <br />wx <br />00 <br />no <br />01 <br />01 <br />z <br />tl� <br />tL o <br />� 1. <br />z <br />z <br />x LLI <br />=3 <br />CO M <br />C <br />-5� C <br />12 <br />.0 <br />1, <br />0 <br />z " <br />z <br />15 <br />�3 <br />i <br />1z <br />w <br />zo <br />0 <br />W <br />8 <br />co 3: <br />o-, <br />0< <br />-z <br />w. <br />Rt <br />'1� '. <br />69 <br />A <br />Z71 <br />F11 '0 <br />c-1. <br />zli <br />21 <br />00 <br />CN <br />C.0 <br />C'� <br />M <br />L_ <br />CO <br />U`3 <br />=3 v-- <br />Cr <br />50 <br />U) <br />4- <br />L0 <br />ce) <br />LO <br />N <br />0 <br />N <br />U-) <br />E <br />M <br />C) <br />0 <br />z <br />E T7 <br />r_ <br />M <br />E <br />0 <br />JOB <br />NO: 23-13125-13130 <br />SCALE AS NOTED <br />SHEE7 NO. <br />S5 <br />