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PM SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H10A w! (18) BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x ( ) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12" AT EA STUD USE ( BACKNAIL w/ 2 16d NAILS () SIMPSON H10A w/ 18 ( ) @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES 10d x 1 12" AT EA. TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER 7 BLOCKING FOR FOR SHEATHIN DETAIL @ 24" O/C FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t „ 2X4 CONT L BRACE TOP CORD BLOCKING 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ 2 ()10d 3 FOR FIRST FOUR ROWS 4" MAX. ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL 2x8 SYP#2 "L" BRACE TO DOUBLE TOP PLATE CROSS BRACE 24" MAX. EDGES TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER o EXTEND AT LEAST 90 /o OF 2x4 CROSS BRACE APPROX. 8" APPROX. APPROX. 8" FROM IN SHEATHING TYP. 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB @ 8'-0 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. �' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ (2) 10d & (2) 10d TOE AT LEAST WEB LENGTH 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ (2) 10d SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS @ EA. END (SEE A (SEE TABLE) GABLE TRUSS 1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TO BLOCKING SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING OR OODNG — J ATTACHED W/ 10d EA. END 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7 16'COSB SHEDX NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF (2)16d ATTACHED w/ 10d NAILS 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. NAILS „ @ @ 6 O.C. EDGES AND 12 10dX3" @ 3" O/C () 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD END TYP. TOP & 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED (2)16d NAILS BOTTOM ATTACHED w/ 10d NAILS 6" O.C. W/ (2)16d TOENAILS 2x4'7" ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORDA 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD BLOCKING, FASTEN WITH 2x4'T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) WEEP SCREED 10dx3" @ 4" 0/C FASTEN WITH 10dx3" @ 4" O/C SPACED 2"x6" P.T. SILL „ „ ROWS OF TRUSSES FROMV 2x4'T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" INSTALLED PER MANUF. NOTCH L BRACE HERE @ 48" O.C. „ „ EA. END TYP. TOP & BLOCKING, FASTEN WITH • 5/8 x 10" J BOLT @ 48 O.C. WEEP SCREED SDS SCREWS TO TRUSS & (4) 1/4 x3" MOISTURE BARRIER BOTTOM ATTACHED w/ 2 10dx3" 4" O/C SDS SCREWS TO PLATES AT 36 O.C. ( ) 10d 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS () @ SIMPSON SP2 w/ 12 �° „ 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - MOISTURE BARRIER CHORD SLOPE OF ADJACENT DBL. TOP PLATE 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS TRUSS) STUD WALL (SEE TYP. SEC.) NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" ri EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J CV N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR M r Cn NOTES AND NAILING TOP CORD X-BRACING, AND TOP N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� ;o SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES r0 r" APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" ' EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF t2' 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" • AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW Ulf (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12 O.C. FIELD W/ 2x4 BLOCKING @ 24" 2x4 L CKIN) (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS 16d O/CTOENAILS 1/2" SDS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS SCREWS 11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS - - - - CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 1 /4"x2 3/4" TITEN TO CMU 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 2x4 TOP OF PANEL .T OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY BLOCKING, FASTEN WITH 2x4 BLOCKING W/'! , 10dx3" @ 4" O/C (2)12d TOENAILS , . -1 EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 —� SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP 3EE PLAN FOR 10dx3" O/C 4" WOOD TRUSSES OCATIONS TOENAIL 2"x 6" O/C @ RUNNERS W/ (2) 16d TYPICAL (2)16d PER I NAILS I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. SrJ 1 GABLE TRUSS .S� "L" BRACE W/ 10d @ 4" O.0 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING �— SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL � M MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. \ S5 8d @ 6"O/C %A/nnn 70110000 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL 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" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. II■I■I � ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "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" T-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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS N. `—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN .M. 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)'7" 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_N� AS PER BCSI 1-13 SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 \� %t ? � , -_-- 0< ,. ' )` fit~ 0 �i�• 4R . • �� �f�l�Illtt � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q 8 �m p 0 q N u M (D t N N , mN L LL 0 N 2M0) o- a w w DLL LLLLn0 M rn '6 c" 5 ryJ !n 25 a a Y C' @ado �m Oo W °2E_'O' _joa� IL Z v- N Q O 5 NQMZ U z F- J 0 o13011 W M p�p z N O z z g J M o U) rl M In z � o LL CPJ Y O ) W H V) Ln c E � � m U W � 2 E Q a 1. • U a Q o m � o c.0 w M m¢ oo Z U E i o oo E > w <R Z® o i xo� UO o a w z _ o N as Q= o� ww i o ao mo �U N lo z �n � m Q W m o o o a W a3 U LL �g �o �w z� �— J o z w �� �o c� D •7' zla a � 3 .e N ^L 'W �= LO i-� > T 0 Q C L�1 co ca lr7—) T 0 I Lo n N r r M C14 .. o m z :3r E O N �,co Z a v � _0 o JOB NO: 19-8529 SCALE : AS NOTED SHEET NO. S5