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2 <br />3� <br />21 <br />9 <br />4% <br />C-11 <br />L= <br />C�. <br />3 <br />CS <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 />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 1 O/S5 BACKNAI L w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 1 O/S5 <br />BACKNAI L w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45'± <br />45'± <br />X <br />45* <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CROI <br />BRACE <br />SCHEDULEFOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4 KICKER <br />2X4 KI <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED AT <br />0 <br />SKER <br />@ 8-4- O/C. <br />@ 8�_O�O/C . <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 1 Od <br />1" BRACE TO EXTEND <br />2x4CROSSBRACE <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 />GAB E TRUSS <br />EACH JOINT w/ (3) 10d & <br />,---FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />7/16"OSB SHEATHING <br />ATTACHED W/ 1 Od <br />END <br />LL BJOARD <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />NAILS @ 6' O.C. EDGES <br />IRST <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 />0 OM <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 />w/ 10d NAILS @ 6" O.C. <br />z <br />CM <br />I . ..... I_ <br />Un, <br />THROUGH CHORD <br />2 A4 LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX, 9" <br />UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS <br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING-� <br />DETAIL <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 />EACHJOINTw/(3) 10d & (2) 10d <br />EACH JOINT w/ (3) <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />-1/2"CDX PLYWOOD OR 7/1611 <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 />BOTTOM ATTACHED <br />-(2)16dNAILS <br />W/ (2) 16d TOENAILS <br />N <br />x <br />. <br />. <br />2X4 PANEL BLOCKING @ 4811 O.C. FOR <br />�, 2x BLOCKING <br />2x4'T'ON TOP OF PANEL BLOCKING-:'�' 74" P.T. SILL NOTCH 1"BRACE HERE <br />FASTENWITH 1063" @4"O/C SPACED WEEP SCREED 1/2" <br />8" "J" BOLT <br />48" O <br />C <br />THE FIRST (4) ROWS OF TRUSSES [�W'T" ON TOP OF PANEL <br />77 <br />1 <br />(2) 16d <br />NAILS <br />x <br />@ <br />. <br />. <br />@ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT W/ (4)1/4"xl 1/2" SDS SCREWS TO <br />6 <br />1 <br />.41 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 2411 0 <br />SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT A <br />OISTURE BARRIER 1 Odx3" @ 4" O/C <br />: <br />M <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) 10d NAILS <br />NOTE: IF EMBEDDED <br />10dx1 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 <br />SECTION 2� <br />WEB, USE MSTAM36 W/ (7) <br />O.C. MAX) W/ MIN. 4" <br />1 Od NAILS & (4) 1/4"X2 1/4' <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. �5 <br />LTITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />-REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />?__ <br />SEE STRUCTURAL— <br />CHORD BLOCKING <br />;o <br />to <br />NOTES AND NAILING <br />INFORMATION <br />tD <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL W/--/ <br />tD <br />It <br />(2) 16d NAILS <br />-WOODTRUSSES <br />go <br />;o <br />2"X4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />lj� <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />it <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 - 16d <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(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 <br />(D = 0.207', L 4 1/2') OR EQUAL (D = 0.207', L = 4 1/2") OR EQUAL <br />FIRST (4) ROWS 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 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(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 />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 <br />1" 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/ 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 />10dx3" @ 4" O/C <br />SIMPSON <br />SP2 wl (12) 1 Od <br />L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE <br />j v — <br />NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC., <br />SECTION L3 SECTION r4 <br />SCALE: N.T.S. SCALE: N.T.S. <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 r-WOODTRUSSES <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA W/ (4) <br />E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4-X2 3/4" <br />/—JACK TRUSS <br />-- - ----- .. ... SEE PLAN FOR TITEN TO CMU <br />. ..... ECTION <br />OF THE LAST LAMINATION <br />- <br />2X4 "T" ON TOP OF <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <br />EXT. WALL CONN. (@ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 0dx3" @ 4" O/C (2) 12d TOENAILS <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION T_ <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V4, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 K, 9 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. <br />� �5 <br />SCALE: N.T.S. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />211X411 MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />S5 <br />S5 <br />12 <br />6.9 MAX. <br />GABLE END BRACING DETAIL <br />GABLE TRUSS <br />12" <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />\-2X4 #2 SYP BLK'G @ 16" O.C. <br />TOENAIL W/ <br />(2) 16d NAILS <br />(2) 1 Od x 0.131 <br />TOENAILS EA. SIDE <br />CONT. 2X4 #2 SYP W/ 1 Od <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />ri _0"� <br />SCALE: N.T.S. <br />'L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <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 <br />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 />BRACE W1 10d @ 4- O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />Uj <br />\-BRACING w/ (3) 1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />.-MOISTURE BARRIER <br />-BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON - LOAD <br />B <br />EARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <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"x6" (U.N.O.) <br />1" BRACE <br />24" <br />090H <br />- 31-0" <br />3141 - 61-0" <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) 114-xl 1/2' SDS <br />SCREWS TO TRUSS & (4) 114'x3- SDS SCREWS <br />TO PLATES (TYP.) <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 />SIMPSON SP2 wl (12) <br />10d NAILS AT EACH <br />STUD <br />ENDJACK <br />1 V-0" MAX. <br />CD <br />CORNERJACK <br />LU <br />z <br />0 <br />L) <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />2x4 BLOCKING 2x4'7" BLOCKING <br />@ 4811 O.C. 16d NAIL <br />1" BRACE <br />ATTACHED <br />10d NAILS 41 <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />2x4'7" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED ­16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL -t:4 <br />!I SIP <br />4 <br />AL <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />-4- <br />@ <br />BLOCKING <br />48" O/C <br />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. <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />LH I <br />M� <br />m <br />MEN <br />NOTE: <br />ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />ZBOTTOM <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'-0" 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 B0170M CORD) <br />COSMETIC DROP CEILING FRAMING <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />MEAN ROOF HEIGHT UP TO 301-01, SCALE:NTS <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 />0A <br />CWA <br />W <br />�nj :W LAA <br />e ,F-- C� <br />-,= <br />ul- b- <br />10 co go <br />C., <br />co <br />a:: 11 4 <br />— W 0, <br />v <br />Les" <br />17 <br />v i i I <br />v <br />To the best of the Engineer's knowledge, InfoRalion and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and sea]. <br />0 <br />W <br />4111 . 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