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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />2x4 BLOCKING 2x4'7 BLOCKING <br />NAILING SCHEDULE FOR <br />2 " "x4OUTLOOKER <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />@ 48" O.C. 16d NAIL <br />SHEATHING DETAIL <br />@ 24 O.C.7 <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24 <br />1" BRACE <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />O.C. (OPTIONAL - SEE <br />ATTACHED W/ <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS) <br />2x4 OUTLOOKER <br />BACKNAIL W/ (2) <br />1 Od NAILS 4" <br />@ <br />4�4 <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL <br />16d NAILS <br />24 O/C <br />O.C. TYPICAL <br />ROWS OF <br />45° t 24 MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONI" L" BRACE <br />P CORD BLOCKING <br />T'A� <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TOP CORD <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/(2) 10d <br />FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />EDGES OF 2x4 CROSS BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />USSES @ EDGES <br />SHEATHING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL 5 <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" <br />HEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EQUAL @ EA. <br />OUTLOOKER <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SCALE: N.T.S. S5 <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH 10d <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />EXTEND @LEAST 90% OF <br />2x4 CROSS BRACE APPROX. <br />8" <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />2x4 T' BLOCKING <br />JOINT W/ (3) AT LEAST 90% OF WEB <br />MAX. & (2)10d TOE NAILS @ <br />@ 8'-0" 0/C. USP FROM RIDGE FASTENED AT <br />2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)1 Od & (2) <br />RIDGE FASTENED AT �� " <br />L BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />EACH JOINT W/(2) <br />� <br />° <br />AT LEAST 90 /o OF WEB <br />2x4 BLOCKING °� <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />10d & 2 10d TOE <br />() <br />LENGTH (SEE TABLE) <br />„ <br />48 O.C. <br />SILL 1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />GABLE TRUSS <br />1" BRACE ATTACHED 16d NAIL <br />• <br />• <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2"CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />ATTACHED W/ 1Od <br />EA. ENDNz <br />BLOCKING <br />: <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />1OdX3" @ 3" O/C <br />THROUGH CHORD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />(2)16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />(2)16d NAILS <br />SINGLE "L" BRACING DETAIL s <br />ATTACHED W/ 1Od NAILS <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING 48" <br />@ <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />SCALE; N.T.S. S5 <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />BLOCKING, FASTEN WITH <br />DIAPHRAGM <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />INSTALLED PER MANUF. <br />OF TRUSSES FROM EA. END <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4'T' ON TOP OF PANEL <br />10dx3" @ 4" O/C <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />OATTACHED <br />WITH <br />UO.C. HGA10 @ 36° <br />BLOCKING @ <br />48 O/C <br />5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM <br />@ <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2) 6-d TOENAILS <br />1 Odx3" @ 4" O/C <br />O.C. <br />GABLE TRUSS <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP <br />PLATE <br />STUD WALL <br />TRUSS VERTICAL <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />USP SPT24 @EACH STUD <br />(2) 2"x8" "L" BRACE <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. <br />SECTION <br />FASTENED WITH (3) <br />PER <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />SECTION16d <br />3 <br />SECTION <br />4 <br />WEB; USE SCALE: N.T.S. <br />MSTAM36 ON OUTSIDE <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S'J <br />SCISSORGABLE"T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />BACKNAIL W! 2 2x4 OUTLOOKER <br />8d @ 6"O/1" 2 4 BLOCKI G <br />20'-0" MAX <br />")C BRACE SEE DET. J/S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />N <br />� <br />N <br />r <br />SEE STRUCTURAL <br />16d NAILS () @ 24" 0/C <br />WOOD TRUSSES <br />TOE NAILS @ EACH 2END @ <br />[24" <br />X-BRACING, AND TOP <br />r <br />`" <br />M <br />NOTES AND NAILING <br />TOP CORD <br />O/C (TYP) <br />CHORD BLOCKING <br />to <br />SCHEDULE FOR <br />I I <br />B <br />USP HGAM10 W/ (4) <br />INFORMATION <br />SHEATHING DETAIL <br />USP RT16 OR <br />STKING FOUR ROWS <br />1/4"x1-3/4" WEDGE <br />EQUAL @ EA. <br />OF TRUSSES @ <br />BOLTS & (4) SDS 1/4" <br />2"x4" CROSS BRACE <br />OUTLOOKER <br />24" MAX. EDGES OF <br />x 1 1/2" SCREWS <br />WOOD TRUSSES <br />" <br />�, <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />rAT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2 10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />o <br />-- <br />-- T <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2"CDX PLYWOOD OR 7/16" <br />BRACING W/(3)1Od <br />z <br />a <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />x 3" @ <br />_ <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 />FIRST (4) ROWS OF <br />W/ 1 Od NAILS @ 6 O.C. <br />• EACH CONN, @ 24 O/C <br />KIN <br />2x4 BLOCKING @ 24" <br />2X4 L <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />2 6 <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />MOISTURE BARRIER <br />TO/COENAILS EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />1/2" SCREWS <br />BOND BEAM <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)16-d TOENAILS <br />CONNECTION <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />MASONRY WALL <br />a <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 „ „ NOTE: <br />2x4 T ON TOP OF PANEL ARCHITECTURAL FINISH <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD <br />• 1 Odx3" @ 4" O/C (2) 12d TOENAILS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <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 THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />NON - LOAD BEARI G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2)"T" BRACING MAY BE USED IN PLACE OF EXT. WALL CONN. a� NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST OF THE WEB. PERMANENT <br />FIRST (4) ROWS OF TRUSSES <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g BEARING LOCATION (UNEVEN CLG. <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS rW� E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 <br />S5 ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />L 45' 2"x4" OUTLOOKER @ 24" 12 <br />oll O.C. W/ (2)1Od PER JOINT 691 MAX. <br />MINIMUM 2x <br />OVERLAP TRUSS BRACING <br />CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN LOCATIONS) OR 1 Odx3" O/C @ WOOD TRUSSES <br />TOENAIL 6" O/C 2°x4" <br />W/ (2)16d TYPICAL RUNNERS <br />(2)16d PER NAILS <br />JOINT <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 />010" - S-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 />S5 <br />12 DOUBLE TOP PLATE <br />6.9 MAX. <br />2X4LEDGER <br />USP LSTA 18 <br />TUDS @ 16" O.C. <br />1 11 111 111111111I111I- � CONT. BEARING DBL. TOP PLATE USP STUDS @16"O.C. USP SPT24 <br />CONT. BEARING HGA10(TYP.) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL @EACH STUD <br />GABLE END BRACING DETAIL SCALE: MEAN WALL HEIGHT UPT030'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S. <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-10d @ EA. TRUSS (NOTE: BRACING <br />MAY BE PLACED ON EITHER TOP OR <br />BOTTOM OF THE BOTTOM CORD) <br />ALTERNATE NON -DROP <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: <br />GABLE END DETAIL 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING <br />CROSS BRACING DETAIL rj SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL rM 2) "LCBRACE TO BE FASTEN D TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCISSOR TRUSS <br />BRAE TO EXTEND FULL HEIGHT OF GABLE. <br />SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />S'S <br />"L" BRACE W/ 10d @ 4" O.C. 12 3 <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) 6.9 MAX. <br />6.9 MAX. "L" BRACE W/ 10d @ 4" O/C <br />5 (SEE SCHEDULE FOR SIZE <br />5 <br />S5 AND LOCATION) <br />S5 <br />GABLE TRUSS <br />6 6 <br />S5 S5 <br />e a <br />OD �0000000 <br />0 0�0000000 <br />END JACK <br />11'-0" MAX. <br />o <br />0 <br />a <br />O� <br />CORNER JACK <br />Y <br />W <br />z <br />0 <br />U <br />CO , <br />z o <br />z <br />Z <br />Q <br />J <br />z <br />U)L/) <br />cn <br />i--i w <br />U — <br />w <br />0 <br />F- <br />o <br />o <br />V)ZD <br />U <br />0 <br />m n <br />tM rNi CO <br />Oo o <br />—8 <br />wU_- <br />-00 <br />r',MCD <br />o <br />Q <br />0 <br />CL <br />A, <br />B <br />D• <br />N C a D C <br />N <br />;q° <br />�;zlp� <br />N� <br />�� <br />ARio <br />c M <br />g� � <br />�•� <br />El El <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z NC <br />O CU N <br />r>-IMCD <br />M <br />a L � <br />0 <br />HCUB <br />CL .-. <br />0� V a 00 <br />Q � <br />z � <br />WJ <br />� <br />f <br />WOW � <br />EujD z a <br />mzrz <br />�i8�Ra0 <br />y z Q <br />1 <br />¢U <br />z QU <br />z� 1 <br />fzzW <br />z <br />g p C n w <br />a°-U 8o <br />0403�0 <br />�I <br />-apzOO <br />Wow <br />J <br />O <br />3 <br />Ln <br />N <br />Ln <br />• • <br />LU O q <br />O <br />Q <br />UoZ_� <br />z <br />�- <br />z8.f!ari <br />U,j <br />$>�o <br />U0 <br />rl <br />wWOu-z< <br /><QQoB <br />^' <br />` v <br />of C] <br />U)LL <br />z <br />LU <br />CL <br />�— <br />O <br />N <br />a�� <br />" <br />z <br />.. <br />Og <br />z <br />J <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 17-5179 <br />SHEET NO. <br />