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is L I - Li I 1 1 41 O c) - t O C N00N WJ M N NJaOco N a � `� L1_ 7fi C) CD SEE STRUCTURAL Q� Q- x rn'I SEE STRUCTURAL NOTES AND 2x4 BLOCKING 2x4'T' BLOCKING o CIO � TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS a fie. NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL ~ U) SHEATHING DETAIL @ 24 OUTLOOKER7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE @ 24" O.C. SHEATHING DETAIL �� ATTACHED W/ 2"x4 O.C. (OPTIONAL - SEE BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ / TOP CHORD EA. OUTLOOKER OUTLOOKER ELEVATIONS) TYPICAL • BLOCKING FOR rt FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ ROWS OF 45' t 24" MAX. TOP CORD BLOCKING 45't 2X4 CONT'L" BRACE TOP CORD BLOCKING " USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD} FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4 MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB TRUSSES @ USP RT16 OR FOR FIRST FOUR 3"@ 24" 0/C. CMID OF TRUSSES @EDGES DOUBLE "L" BRACING DETAIL SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 5 EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8 FROM SHEATHING TYP. "L" BRACE TO EXTEND ii L _j 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT 2x4 77 BLOCKING AT LEAST 90% OF WEB L BRACE TO EXTEND MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH &NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2)10d TOE ..., LENGTH (SEE TABLE) 48 O.C. 2X6 FRAMED WALL - SEE NAILS EA. END 11 16d NAIL @ GABLE TRUSS L BRACE ATTACHED SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING 7/16" OSB SHEATHING TYPICAL ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE ATTACHED W/ 10d NAILS 11 Rolm NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING "ATTACHED FIRST (4) ROWS OF ; 6" O.C. EDGES AND 12" AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR WW// 110d NAILS @ 6' O.C. EDGES TRUSSES FROM END TYP. TOP & EA O.C. FIELD " ,GABLE TRUSS WEB =1 • 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHEDW/(2)16-dTOENAILS ATTACHEDW/10dNAILS (2)16dNAILS BOTTOM ATTACHED (2)16dNAILS SINGLE L BRACING DETAIL s, W/ (2)16-d TOENAILS 2x4'T' ON TOP OF PANEL ` k INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING SCALE: N.T.S. S5 �. W f 2X4 "T" ON TOP OF PANEL BLOCKIN SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD BLOCKING, FASTEN WITH O.C. FOR THE FIRST (4) ROWS J " " WEEP SCREED • •' 10dx3" @ 4" 0/C DIAPHRAGM FASTEN WITH 10dx3 @ 4 0/C SPACED 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL BLOCKING @ INSTALLED PER MANUF. @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36 48" O/C f MOISTURE BARRIER W/ 2 16-d TOENAILS 10dx3" 4" 0/C O.C. GABLE TRUSS () @ USP HTA20 OR EQ. @ 6'-0' O.C. TYPICAL. INSTALLED PER MANUF. 5/87x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 2x4 LEDGER (MATCH BOTTOM DBL. TOP TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° MOISTURE BARRIER STUD WALL x r USP .WEB (2EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE (SEE TYP. SEC.) TRUSS) (2) 2"x8" "L" BRACE VERT. WEB (24" 0/C MAX.) VVf7-10dx1 1/2" AND TO MASONRY W/ (3) 3/167x 21/4" USP SPT24 @ EACH STUD FASTENED WITH (3) _ fi NOTE: IF EMBEDDED TAPCONS. 16d PER SIDE STRAP MISSED VERTICAL SECTION SECTION 2 SECTION 3 SECTION 4 WEB; USE e SCISSOR GABLE "T" BRACE Ta� MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 0 AS PER HIB 91 SCALE: N.T.S. S5Uj 20'-0" MAX 20'-0" MAX W Q Ja 'p IN BACKNAIL W/ 2 2x4 OUTLOOKER 8d @ 6"0/C 2 x 4 BLOCKING WI(2)10d "X"BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Z. o 9 o - ; .;"} ° REFER TO SECTION ( ) SEE STRUCTURAL 16d NAILS @ 24 0/C TOE NAILS EACH END @ 1A ON SHEET S5.1 N �; NOTES AND NAILING TOP CORD WOOD TRUSSES 24" O/C (TYP) FOR X-BRACING, AND N SCHEDULE FOR BLOCKING FOR USP HGAM10 W/ (4) TOP CHORD BLOCKING iO ;0O0 SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 1/4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" INFORMATION 1! " 1 t 2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF x 1 1/2" SCREWS WOOD TRUSSES �° ;, ;, APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND RAT RUN BRACI( EACH JOINT WI 2) AT LEAST 90% OF WEB LENGTH (SEE TABLE) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS `iui GABLE TRUSS z "CDX PLYWOOD OR 7/16" a. 2x4 PANEL BLOCKING 1/2 ATTACHED W/ 2 -16d Q OSB SHEATHING ATTACHED BRACING W/(3)10d x 3" @ _ AT EA. TRUSS JOINT @ 48" O/C FOR THE (2) 16d NAILS o EACH CONN. @ 24" 0/C (2) 2" x 411 LAMINATIONS W/ (1) ROW (3) 211 x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 O/C W/2-16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS OND BEAM 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 ONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL _ _ 4 Q o � o 0 'v W o w " O c c X o � o � 4 w w .F gLL O Y� zo p [ ., Cr. W m er O 'z C) zt �V a � O Fn LNoo '?ap'•�.. .•-" W J a �j Z'[�, � �4. o p' �06 vw W�pLLJ u ❑ p : a U N ICOJ JA:ISU MA\A\ WW m 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 ON TOP OF PANEL ; . ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD W OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)2x4'T' BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :.. CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. 3) EACH Sod COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS THAT MY BE REQUIRED "T" 4'-0" O.C. MAX. FOR FIRST ROWS OF TRUSSES z W NON - LOAD BEARI G LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - ;: EXT. WALL CONN. @ NON - LOAD 2) BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. (4) z Q SECTION 9 - - BEARING LOCATION UNEVEN CLG.) ( E RE UIRED MINIMUM PERMANENT TRUSS BRACING PLAN Q L o SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ('D ADDITIONAL INFORMATION. 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 z SCALE: N.T.S. S5 ADDITIONAL INFORMATION. U �/ z I SCISSOR TRUSS LD L G 45' 2"x4" OUTLOOKER @ 24" 0 C W/ (2)10d PER JOINT 12 6.9 MAX. 0 af (3) tn MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C 2"x4 TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 1? MAX JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-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 L 2X4 BRACING @ 48" O.C. CONTINUOUS a TO FIXED LOCATION ATTACHED W/ Ji 2-10d @ EA. TRUSS (NOTE: BRACING W CV Q z (� MAY BE PLACED ON EITHER TOP OR 3 BOTTOM OF THE BOTTOM CORD)Lij C)C)- Z O IY 0 0 7 - z 0 W 0 L CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: a a W J GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING o M LLJ CROSS BRACING DETAIL J SCALE: N.T.S. TQUSS BRACING OVERLAP DETAIL M BRACE TO EXTEND FULL HEIGHT OF 2) "L" BRACE TO BE FASTENED TO GABLE GABLE. STUD WITH 10dx3" NAILS @ 4" 0/C. SCISSOR TRUSS co J Z W SCALE: N.T.S. SrJ SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. ° > W/ DROP CEILING BRACING DETAIL I —� MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS O 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION Ji 9 U "L" BRACE W/ 10d @ 4" O.C. 12 3 O ul ul 12 (SEE SCHEDULE FOR SIZE 6 9 '""'^ END JACK 12 AND LOCATION) 6.9 MAX. 'L" OUBLE TOP PLATE MAX. 5 BRACE W110d @ 4" OTC (SEE SCHEDULE FOR SIZE 11'-O" MAX• 6.9 F 5 S5 AND LOCATION) W S5 J) 2X4 LEDGER W 0 LE TRUSS 'yGo USP LSTA 18 = � 6 W o 6 S5 _Ile CORNER JACK Ji title: DBL. TOP PLATE 3 3 a _ a W ° STUDS @ 16" O.C. w co of o Z o m f -=--- ---- —.� - -- --- - — ! - -- --- I project no. checked: drawn: 2017447 AB/MC L__- �._ ---L� _ _-.. _, =, -- - - —�-= - =L�_— ---�L _ --_ CONT. BEARING ONT. BEARING USPHGA10(TYP.) STUDS @ 16" O.C. USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL date: 07-27-17 GABLE END BRACING DETAIL @EACH STUD GABLE END BRACING DETAIL SCALE:314"=1'-0' MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. o N O scale: MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2 Q tY S5 a 0 0 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such