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a��itiC)o® "- N CO N L� UOMMM Cn O J CO LL I, - CD SEE STRUCTURAL Qr CL x SEE STRUCTURAL NOTES AND 2x4 BLOCKING 2x4 "r BLOCKING o C a) TOENAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 48" O.C. 16d NAIL „� ` m SHEATHING DETAIL 2"x4" OUTLOOKER NAILING SCHEDULE FOR SCHEDULE FOR "L" BRACE (r� @ 24" O.C.7 SHEATHING DETAIL USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" ATTACHED W/ rI TOP CHORD EA. OUTLOOKER 2"x4 O.C. (OPTIONAL -SEE BLOCKING FOR . • OUTLOOKER ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24 0/C O.C. TYPICAL ROWS OF 45" t 24" MAX. 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ TOP CORD BLOCKING • FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB'4� EDGES OF 2x4 CRO BRACE USP RT16 OR FOR FIRST FOUR 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE L BRACING DETAIL 5 EQUAL @ EA. ROWS OF TRUSSES @ EQUAL @ EA. OF TRUSSES @ SHEATHING APPROX. 8" FROM HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE • OUTLOOKER EDGES OF 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. L— _J 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND @ 8'-0" 0/C EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT 2x4' r BLOCKING MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT "L" BRACE TO EXTEND x ' 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 @ w. 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 GABLE TRUSS "L" BRACE ATTACHED 16d NAIL'" " 1 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 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 W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ GABLE TRUSS WEB @ 1/2" CDX PLYWOOD OR " O.C. FIELD 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12 O.C. FIELD END TYP. TOP & n n THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS 2)16d NAILS BOTTOM ATTACHED (2)16d NAILS SINGLE L BRACING DETAIL 6 ATTACHED W/ 10d NAILSel--(2) INTO 2"x6" P.T. PLATE 2"x4" LEDGER MATCH BOTTOM CHORD " 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4'T' ON TOP OF PANEL SCALE: N.T.S. 2x4 "T" ON TOP OF PANEL BLOC KIN ( @ 6 O.C. EDGES AND 12 BLOCKING FASTEN WITH . • SLOPE OF ADJACENT SCISSOR TRUSS) '' O.C. FIELD O.C. FOR THE FIRST (4) ROWS ' WEEP SCREED 10dx3" @ 4" 0/C DIAPHRAGM FASTEN WITH 10dx3" @ 4" O/C SPACED OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL " G7 @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE BLOCKING @fin 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36 48" O/C MOISTURE BARRIER WEEP SCREED W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. ooe-GABLE TRUSS 5/8"x 10" 7 BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM PLATE STUD WALL $ 4 ° z O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) �C VERT. WEB (24 "„ " 0/C MAX.) CE W17-10dx1 1/2" AND TO MASONRY W/ (3) 3/16N 21/4" TRUSS) USP SPT24 @ EACH STUD FASTENED WITH (3) TAPCONS.16d PER SIDE TRAP MISSED ERrT� SECTION 2 SECTION 3 SECTION(*4�„„STRAP MISSED VERTICAL SECTIONSCISSOR GABLE T BRACE � r WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S5 SCALE: N.T.S. S5 S5 S5 AS PER HIB 91 SCALE: N.T.S. S5 s E � o ► vpv 20'-0" MAX 20'-0" MAX Mu } 2 1` w ? "X" BRACE SEE DET. J/S5 CONTINUOUS SOTTO CHORD BRACING 2X4 MIN. = a W 2x4 OUTLOOKER " cr Q N. REFER TO SECTION BACKNAIL W/ (2) 8d @ 6 0/C 2 x 4 BLOCKING W/(2)10d 1A ON SHEET S5.1 s SEE STRUCTURAL 16d NAILS @ 24" 0/C WOOD TRUSSES TOE NAILS EACH END @ FOR X-BRACING, AND N �, ; x NOTES AND NAILING TOP CORD 24" O/C (TYP) USP HGAM10 W/ (4) TOP CHORD so SCHEDULE FOR SHEATHING DETAIL USP RT16 OR BLOCKING FOR FIRST FOUR ROWS 1/4"x1-3/4"WEDGE BLOCKING INFORMATION EQUAL @ EA. OF TRUSSES @ BOLTS & (4) SDS 1/4" 1 12 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 2x4 RAT RUN BRACING 1 1 1 12 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 �1j�� NAILS @ EA. END GABLE TRUSS z TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING W/(3)10d x 3" @ a _ 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 @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST ROWS OF TRUSSEE S FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" OISTURE BARRIER O/C W/ 2 -16d (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 \�OND TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS 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 w�Q� �aVi �V�1•� •y � -.0 �zl�I� ��O •�`• o: C7�o�i�W A r4 zyw W,� z_ p w LL, U. LU U � N No, 0N9SQd'MMM 0 m ARCHITECTURAL FINISH " NOTE: & 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 2x4'7 ON TOP OF PANEL ARCHITECTURAL FINISH 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 Q 10dx3" @ 4" 0/C (2)12d TOENAILS :.' —Q CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. THAT MY BE REQUIRED 4'-0"O.C.MAX.FOR z @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES Z NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON - LOADKBRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 0 D U.C., SAME NUMBER 0 ROWS, SAME SPACING)LL SECTION BEARING LOCATION UNEVEN CLG. Q W SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L °III W 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 Q S5 ADDITIONAL INFORMATION. 11 z LD SCISSOR TRUSS Q LO N m L 45• 2"x4" OUTLOOKER @ 24" 12 w Q. O.C. W/ (2)10d PER JOINT 6.91 MAX. 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 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" 010" - T-0" Y-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING w w q Q o c � _ 0 o XX w o LU o" o o � � 4 wT, — — — � Cl � w o Uj of 2X4 BRACING @ 48" O.C. CONTINUOUS 9 TO FIXED LOCATION ATTACHED W/ a L 2-10d @ EA. TRUSS (NOTE: BRACING `L MAY BE PLACED ON EITHER TOP OR Ili:= I W N It Q �—CO 1 Uj BOTTOM OF THE BOTTOM CORD) 0 z 0 0 Z w o e Q aLU CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: o J Q 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 CROSS BRACING DETAIL J SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. LLJ SCISSOR TRUSS Q TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. z > 3) SEE 6/S5 FOR MORE INFO. � J SCALE: N.T.S. S5 SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL W 0 MEAN ROOF HEIGHT UP TO 3V-0" SCALE: NTS v� GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATIONUj U W "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE W AND LOCATION) END JACK wr 6.9� 12 OUBLE TOP PLATE 0 6.9 MAX. "L" BRACE W/ 10d @ 4" O1C 6.9 MAX. Z 5 (SEE SCHEDULE FOR SIZE 1 V-0" MAX. 5 S5 AND LOCATION) W S5 W w 2X4 LEDGER o LE TRUSS ,S�Q USP LSTA 18 � a 9 6 o S5 a cYi CORNER JACK > title: LU x � W •".mil �.+•.i. .+•'Z �. •A' •. �+ �•••�•'�.•.. •: 1. ��. .��t• .•w• �• .+��;:y�• •.A •�.�.r •�•• '-••��• :.•y: a. z z v O o U o L Z �I w checked: AB/MC —1 LUDS @ 16" O.C. drawn: -�� DBL. TOP PLATE STUDS @ 16" O.C. USP SPT24 LO d ate: 10-09-17 CONT.BEARING ONT.BEARING USPHGAIO(TYP.) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL �EACHSTUD GABLE END BRACING DETAIL SCALE:3l4^=1'-0• MEAN WALL HEIGHT UPT030'-0"-SEE STRUCTURAL NOTES SCALE: N.T.S. c�v scale: 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 O F S5 O } a U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and `is certified as such. l—f' 7— — — - — - -