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co 9� LO :9 Z2 Z:� C) CID P1 r") a tr V) :9 0 X) LO :9 E E LZ E2 51- 01 -2 50, SIMPSON HGAMV W/ (4) 1/4"XI 1/2" SDS SCREWS TO BLOCKING & (i 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-\ NAIL W/ 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL wl (2) 16d NAILS 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLICG @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX. 9" BACKNAI L w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL F IF >9" SEE 1 O/S5 vIF 45'± Z 45* 1 SEE STRUCTURAL NOTES AND NAILING 2x4 CRO8 BRACE SCHEDULEFOR / APPROX. 8" FROM SHEATHING DETAIL� 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. Kz X BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1003" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD -7 EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL � 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOIN' Twl(3)10d 2x4 CROSS BRACE APPROX. 8- & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1 " OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING ��1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ... ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. \ @ 6- O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL x . . F00, 2x BLO BLOCKING, FASTEN WITH 2"4" P.T. SILL NOTCH 1" BRACE HERE N T WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C 2x4 '7 ON T6P OF PANEL BLOCKING�� 2x4 PANEL BLOCKING @ 48" O.0 CKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO - 1C @ 48" O.C. BLOCKING, FASTEN WITH AT 6'-0" INSTALLED PER MANUF. .0 SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'0" ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" OIC 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM )N O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24- GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) 0. C. MAX) w/ M IN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP co M SEE STRUCTURAL — CHORD BLOCKING NOTES AND NAILING INFORMATION 00 ;o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w BA C 'L W/ (2 16d NAILS (2) 16d NAILS ) -WOODTRUSSES go ;o 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF Me EACH JOINT W/ (3) 11 BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d 1� 1� NAILS @ EA. END TKNA 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 2X4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48- O/C FOR THE (2) 16d NAILS (2) 16d NAILS 2x4 BLOCKING @ 24" (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 FIRST (4) ROWS OF O/C W1 (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS 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 X� OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY) 2X4 BLOCKING--,,,,,,, 2x4'7" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N T S 5) 2x4 "T" BLOCKING 48" O.C. 1" BRACE ATTACHED - 16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL 4 L !Aj GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/"- 6 DIAPHRAG SCALE: N.T.S. 48" O/C I GABLE TRUSS BLOCKING @ TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION SECTION L3 r4 SCISSOR GABLE "T" BRACE r-7 SCALE: N,T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. 1\ �5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOODTRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM 1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4' SEE PLAN FOR TITEN TO CMU -CONNECTION 2x4'7"ONTOPOFPANF' L EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARI G LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4" 1' �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8 9� ADDITIONAL INFORMATION. SCALE: N.T.S. 1-,, �5 SCALE: N.T.S. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj'� SCALE: N.T.S. TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16- O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. '\, �5 GABLE TRUSS S5 1" BRACE W/ 10d Q 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX.. S5 S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 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) 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z \-BRACING W/ (3) 10d X 3" AT EACH CONN. @ 24" O/C ,-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) SCALE: N.T.S ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"xli" (U.N.O.) 1" BRACE 24" 0-0" - T-0-1 T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3' SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS \-STUDS@ 16- O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-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 E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. L 10 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16- O.C. MAX FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-4- O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 Z1. CD �-=C= 2:g 9 -E Cc C14 �! to C= E9 LJ 3: 3"t v .2 E 0 CL� ?,RO :F SE % 0� C 4j 0 To the best of the Engineer's knowiedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Enginser's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E 8 8 C 4 6- 8 (D r - �; -.0 Lo ro 'L to - 10 u- 4 mll ii 1 5 L uj 0. z 12 0, 2 Z; 0 W W W Co Go &0 ELJE- z L, z N a 0 do z W CD < V z: ) Q) 0 4-1 U 0 in S W 6 A111111111111111111111 .5 = a N a- 2 Z - �j = U 1 Of I <: S 0 0 A r-- C) R �9 z z 0, E 0 00 z Q E CN �b ZO z -� Z. V C: z < 0 00� z Z. W (_D CL <0 zz 15 0 0 z j c� C�l < 0 Q0 0. Ea LO LO Co < F- co j Cn __j CD 0 U) -6 V 0 (D CN M ai 1- LO < 4-j C/) 4-0 0 C'4 ca C) LL 0) C'-4 co CY) a) co LO ce) < IT C%J T- E CD M 0 z M z E IN M E 0 0 JOB NO: 22-12365 SCALE AS NOTED_ SHEET NO. S5