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SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD OR BLOCKING F FIRST FOUR ROWSOF TRUSSES @ EDGES OF 2x4 CROSS BRACE SHEATHING APPROX. 8" FROM TYPICAL@ RIDGEFASTENEDAT 48" O.C. EACHJOINTW/(3) 10d MAX. & (2)1 Od TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS TW" OUTLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL @ @ 24" O.C. 7 SHEATHING DETAIL 2"x4" EA. OUTLOOKER OUTLOOKER @ 24" O.C. 45' 24" MAX. 41*1 TOP CORD BLOCKING 45*t 2X4 CONT'L" BRACE 71 USP RT16 OR US FOR FIRST FOUR FASTENED W/ (2) 1 Od EQUAL@ EA. Q L@ ROWS OF TRUSSES @ 11 3"@ 24" O/C. CMID OUTLOOKI OUTLOOKER EDGESOF HEIGHT 1" BRACE TO EXTEND X4 K KERN SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB @ _O�FO/C @ 8,-011 O/C. 8 2x4 CROSS BRACE e WEB LENGTH & NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ 91t:/ FROM LEDGER TP ATTACHED W/ 10d EA. END I 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 1 OdX3" @ 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/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O 2x4 "T" ON TOP OF PANEL BLOCKING FASTENWITH 10dx3" @4"O/C SPACED WEEPSCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD INSTALLED PER MANUF 2"x6" P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10""J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6-4- O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER USP HTA20 EA TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER @ . O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-1 Odxl 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. SEE STRUCTURAL NOTES AND NAILING IG BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL L 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) 7' SEE STRUCTURAL - TOP CORD BLOCkING )CKING USP RT16 OR EQUAL @ NOTES AND NAILING JR ROWS FOR FIRST FOUR ROWS 124" MAX. EA. OUTLOOKER SCHEDULEFOR OF TRUSSES @ EDGES EDGES SHEATHING DETAIL OF SHEATHING TYPICAL PICAL DOUBI. DOUBLE TOP PLATE 2"x4" CROSS BRACE &1", 2 4 Ci ROSS BRACE APPROX. APPROX. 8" FROM .0 USP 8" FROM RIDGE FASTENED AT F RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W/ (2) STUD 1 Od 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 W1 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED W/ (2) - TOENAILS 8"A 2x4 BLOCKING 2x4 PANEL BLOCKING @ 4 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 1 Odx3" @ 4" O/C — 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. REFER TO DETAIL J BACKNAIL W/ (2) 2x4 OUTLOOKER W ON SHEET S5 FOR SEE STRUCTURAL—-,,. 16d NAILS @ 24" O/C X-BRACING, AND TOP NOTES AND NAILING I TOPCORD CHORD BLOCKING SCHEDULE FOR _171 j2 BLOCKING FOR SP HGAM1 0 W/ (4) INFORMATION go ;o SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 4"xl-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 2 ti 1 2"X4" CROSS BRACE OUTLOOKER X. M4A 24" MAX. EDGES OF 1 1/2" SCREWS f1i A -TWOODTRUSSES go 90 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT 1" BRACE TO EXTEND RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB ,,,,--2x4 AT 24" O.C. ON TOP OF J/ 10d & (2) 10d TOE LENGTH EE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END AL TRUSS ATTACHEDW/2-16d 2X4 PANEL BLOCKING or-112" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS 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 FIRST (4) ROWS OF (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od 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 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 & - -------- /-JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 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 XONNECTION 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 2X47" ON TOP OF PANEL-/ L OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. B.U.C., SAME NUMBER OF ROWS, SAME SPACING) NON - LOAD BEARIN LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 ��5 ADDITIONAL INFORMATION. SCALE: N.T.S. '\.._S5_,) 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. � S5 12 6.9 MAX. ---- S5 GABLE END BRACING DETAIL 2"X4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT ILI 10dXY O/C TOENA 6" O/C 6d W/ (2) 1 TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" O.C. ---Z(SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30*-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION "Al _IZ- 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 16d NAILS @ 24' O/C TOP CORD BLOCKING FOR USP RT1 Ii 6R FIRST FOUR ROWS EDGES OF EQUAL @ EA. OF TRUSSES @ OUTLOOKER MAX. SHEATHING TYP. 0 EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) ABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" I O.C. FIELD --(2) 16d NAILS _Q 2x4 "T" ON TOP OF PANEL i i i I I W X. 2 M7A BLOCKING, FASTEN WITH 1 Odx3" @ 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 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 2x4'T'BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED - 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL W :4� GABLE TRUSS WEB SINGLE 1" BRACING DETAILt/_6 � S5 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C �-7 GABLE TRUSS TRUSS VERTICAL . . (2) 2"x8" 1" BRACE USP SPT24 @ EACH STUD FASTENED WITH (3 16d PER SIDE SECTION 4 SCISSOR GABLE 1171 BRACE r7 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. �, �5 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 10dx3"@ NEACH CONN. @ 24" O/C -MOISTURE BARRIER \_BONDBEAM MASONRY WALL RCHITECTURAL FINISH �A EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE — SEE TYP. WALL SECTION FOR SCALE: N.T.S. k\_ S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 240' 01011- 3-4- T-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 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. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SECTION r9 SCALE: N.T.S. � �5 '--MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1- BRACE W/ 10d @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:34"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ENDJACK 1 V-0" MAX. Cr LU 0 Cr CORNERJACK 0 z oc 0 0 HIP FRAMING REFERENCE PLAN z W 20'-0" MAX 20'-0" MAX W' BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 11111 P 1�11 I NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN R AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL CL ITOP & 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) COSMETIC 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 0 LO z C1 0 z 0 z < z Cz V) (D Q) — C/3 4--J Uj ro U LU 0 E Ln 0 2 V) .20 CN 0 co U-1 n cl) M ce) �m -0 v) 0, r_ N .2 CD C) U. 00 co CL < 0 0 LO 6 8 D N C 11, 11 C A . W > wtk 9 -4it, f*, d -KI a- 1. W (n 0) si 4 LL 10 N 9/, imnwllk� El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained Ithin these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z r-4 0 cu r-, C) V) M ic:� M p Ln M Ln z "2�� U1 U_ 0--� - zrn lcl� U M _4 0-00 z E 3i LU F- WC:) _j 0 z g 480, ffli 0 8 �j z M�Q l-M RZ Ln I:z < 2: C: Ln UJI E x 0 r.-4 U o z _j < cc 117-4 rl.% ILL <0 � at Z uj j�-. z LLJ In 1-2 4 1 < z 00 Lr) z Z 100 0 _-n rn T-1 0- V) SCALE AS NOTED DATE 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. S5