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SP HGAM10 W/ (4) 4"xl-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROaB SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C. 7 SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 211x4" . OUTLOOKER @ 24" O.C. 45° t 24" MAX' ITOP CORD BLOCKING 45•t 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OUTLOOKER EDGES OF HEIGHT • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @LEAST 90% OF AT LEAST 90°k OF WEB 2x4 CROSS BRACE @ 8'-0" OIC. WEB LENGTH & NOTCH @ • LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 7 7/16" OSB SHEATHING C THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 74" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED FROM "J" BOLT @ 32" O.C. MINIMUM2" USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. Di ATE SPLICES W/ 3/1610" PL "x� PLATE WAA SHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) Wf7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J iv N SEE STRUCTURAL — ON SHEET S5 FOR M " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING INFORMATION `° "' O0 SHEATHING DETAIL Ill. 1/ 2"x4" CROSS BRACE WOOD TRUSSES to go APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE ti BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS `jug' ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (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 FI 48" 4) ROWS OF FOR THE ( FIRST (4) OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24° TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 0/C WI 2 -16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 11NIMUM 2x 'ROSS BRACING XF AL PRE-ENGINEERED SEE PLAN FOR WOOD TRUSSES OCATIONS 10dx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"0/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"4" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) t BRACING W/(3)10d x 3" @ EACH CONN. @ 24" 0/C MOISTURE BARRIER OND BEAM MASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKINGTDOUBLE USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWSEA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL TOP PLATE 2"x4"CROSS BRACE ROSS BRACE APPROX.„USPM RIDGE FASTENED AT APPROX. 8 FROM RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C, FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-2 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 7' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2)16d NAILS W/ 10d NAILS @ 6" O.C. rT7O.C. FIELD JACK TRUSS / EE PLAN FOR 2x4 "T" ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS = . SECTION g SCALE: N.T.S. S5 \- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 11'-0" MAX. 0 U' a 9C4^ CORNERJACK Y W z Cr 0 HIP FRAMING REFERENCE PLAN 0 z w a 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTOIIIii CHORD BRACING 2X4 MIN. LI Y III 'lllldl��l�lll �a a NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI 1-13 SCALE: N.T.S. k c+c SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION th Z01 z�LONz J a W C9 4--' IN M o •U — 0 w cn � �N = U Cl) M w . ® F— � C) O O 00 U (aM L lL00 -00 .-. ¢rn o All BID. N C B•D C �� \ C) N LL '�^ o C :Q. LL O ; W a ;L U1 Wiz_ m o F .� . ....... �0R O F E S To the best of the Enginee �I' mation, and Is belief, the structural plans nd spec cat ons contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z �`► 0 r\ > M MC) Q U-) z V o. 00 Q O z Z _jCD d- J W �a a �"uZ"1OU t�Z2 Z W o-. T V • ^ V'JU o ,--� � z 'a M w > o 0 U ZoLL uj F- RS 0_ J <r4 �0 . ILL gLu ad-�Lu o Z N E J ,Ln-I LL g Zug a �Za mO� IAA Z ZLLJ O 00 = f rn .-a a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. S5