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SP HGAM 10 W/ (4)- 14"x1-3/4" WEDGE OLTS & (4) SDS 1/4" 1 1/2" SCREWS SEE STRUCTURAL NOTES AND -� NAILING SCHEDULE FOR SHEATHING DETAIL TOPCHORD— — BLOCKINGFOR�_ X. FIRST FOUR ROWSOF TRUSSES @ EDGESOF 2x4 CROSS BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 1 Od MAX. & (2)1 Od TOE NAILS @ EA. END @ 48" O.C. rR TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR � @ 24" O.C. SHEATHING DETAIL USP RT 16 OR EQUAL @ 7 EA. OUTLOOKER 2'x4l' 7 L OKER x @ 24" O.C. 45* t 24" MAX. TOP CORD BLOCKING 45*t x 2X4 CONT"L" BRACE \-USP RT16 OR FOR FIRST FOUR FASTENED W1 (2) 10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OUTLOOKER EDGES OF HEIGHT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER X EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB @ V-13" O/C. 2x4CROSSBRACE WEB LENGTH & NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. LE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSI3 SHEATHING 7/ FA & (2)1 Od TOE NAILS @ K,\. x FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYP -RUM WALLBOARD 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 THROUGH CHORD INTO 2"x6" P.T. PLATE (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 2"X4" LEDGER (MATCH BOTTOM CHORD 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6- O.C. EDGES AND 12" 2X4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED A. .. SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD X FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. . I 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.0 WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6-10" O.C, TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 EA TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" �P@ 0 MOISTURE BARRIER @ , O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24- O/C MAX.) Wn-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION SECTION WEB; USE SCALE: N.T.S. MSTAM36 ON OUTSIDE SCALE: N.T.S. REFER TO DETAIL J SEE STRUCTURAL — ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP SCHEDULE FOR CHORD BLOCKING INFORMATION 00 ;o SHEATHING DETAIL 1A 2 2"X4" CROSS BRACE WOOD TRUSSES ;0 00 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 BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 - 16d 2X4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W1 (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 - 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & NOTES: BOTTOM ATTACHED TOENAILS @ EA. END 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� IN , �5 ADDITIONAL INFORMATION. SCALE: N.T.S. 2"X4" OUTLOOKER @ 24- O.C. W/ (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C @ _/ 1 2'X4�' TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL rj__� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS SS 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. 85 S5 .4 11 �11 1. t CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. 8d @ 6"O/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 @ 24- O/C TOPCORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGESOF SHEATHING TYP. BRACE TO EXTEND rl" AT LEAST 90% OF WEB LENGTH (SEE TABLE) ABL TR SS /;1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING t ATTACHED W/ 10d NAILS 1 @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS '70N TOP OF PANEL If2X4 BLOCKING, FASTEN WITH 1 0dx311 @ 411 O/C USP HGA10 @ 36 O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4� SCALE: N.T.S. �5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 1 Od x 3" @ \EACH CONN. @ 24" O/C -MOISTURE BARRIER \-BOND BEAM MASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1"BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"X6" (U.N.O�) 1" BRACE 2411 0-0" - T-O" T-01' - 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" 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 BLOCkING USP RT1 6 OR EQUAL @ AND AILING FOR FIRST FOUR ROWS 24" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE X-811 APPROX. 8" FROM LISP FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ E EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SE CTION FOR SPACING 2x4 PANEL BLOCKING 112" 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. - -1 !I I v-;: AND 12" O.C. FIELD END TYP. TOP & I N I !==j 1 DQI 1 1 �, N-1- (2) 16d NAILS BOTTOM ATTACHED CKING W/ (2) 1 -d TOENAILS 2X4 PANEL BLO 2X4 BLOCKING O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2X4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS 1 0dx3" @ 4" O/C 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. BACKNAIL W/ (2) 2X4 OUTLOOKER F 16d NAILS @ 24" O/C TOP CORD _F BLOCKING FOR USP RT4 6R USP RT16'6R FIRST FOUR ROWS EQUAL @ EA. QUA EA E L@ OF TRUSSES @ OUTLOOKER OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND rAT LEAST 90% OF WEB LENGTH (SEE TABLE) ABL TRUSS 1/2" CDX PLYWOOD OR 7/16" OSI3 SHEATHING ATTACHED (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. O.C. FIELD JACK TRUSS //,---SEE PLAN FOR 2x4'7 ON TOP OF PANEL--/ BLOCKING, FASTEN WITH L 2X4 BLOCKING W1 FF7 1 Odx3" @ 4" O/C (2)12d TOENAILS 7 1 SECTION 69 SCALE: N.T.S. �5 \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP 1" BRACE W1 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN z LU a. 20'-0" MAX "V 13RACE SEE DET_ J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL r5 SCALE: N.T.S. 2x4 'T'BLOCKING-1--l- 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED --16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL W GABLE TRUSS WEB --- SINGLE 1" BRACING DETAIL�-_6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS .1 TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /'--7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MI N. WIN - lqq M 06, INS OWN INA NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �7_ /TOP BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 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) DROP CEILING FRAMING 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 CD !;2 Z < V) Q) LU U 0 W Ln CL� E 0 :D W v) Ce) Ln r 0 LU 04 CD cl) cl) C: M cl) NOMINk E 0 a TV M � CIJ 0 0 u 0 J-_ U_ 00 0 6!� a) a) U) _�d r- ao LO 0 v 0 < 0) A 1 N C-B D C 'V a �&.. tr 4 co f- &I A z 2 'r C11.) 5 --. . 5 , I .2 CO-X M V 11-zollu-i W 3, n LU 0 EL 5 05 kl 0, 2 z IL LL1 lay `r 116 URI M1, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portion, of the drawing pages bearing Engineer's signature and sea]. C:) C:) Z C-4 0 (v r-� 4-J > U.) P-4 z4.1. V) M Lr) -.2 Ln v- U_ ru ce U a 00 z < z E z LU C:) _j 0 W 9.0 11 0, uj zg z au, QW= Uz< =) :z (D 0 LU Z 2 2 � L4 8 gg 2 0 Co @ 8 z Ln co _j �� zz H z 0 _0 5 a- "A: LLJ 0 > U z>g U21: 0 3 P r- 5 <� he r- x '06 i C-4 .0, r*s LL z < v- C"j -: Z Z r-j -0 ce z " LU Ln LLJ 2: di < z =5 �j 0� Z, � 0 �z Q0 all Inn z I 0� (Y < Ln V) 0 Z L=U z z Lu rn T1 10- SCALE AS NOTED DATE 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. S5 LU