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Q: 00 LO LO cc (0 r'") C14 C'4 ch� C� r") 19 LO 0 C, E Ca- 0 E 0 10 U 2 0. If to SIMPSON HGAMV W/ (4) 1/4"X1 1/2" SDS SCREWS TO BLOCKING & 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---\ 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, S IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAIL 2x4 #2 SYP BLK'G @ 16' O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSHI - 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 10/S5 MAX. 9" BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9"SEE 10/S5 I IF 45'± 7_ 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/(3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)10d 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) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16"OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d 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. BOTT OM 7 OSB SHEATHING ATTACHED I 1 OdX3" @ 3-1 O/C CORD ATTACHED W/ (2) 16d TOENAILS _\ wl 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD I N I INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR HEATHING DETAIL 2"x4" CROSS BRACE x APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END 1" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-l" OR 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 �,X NAILS ATTACHED wl 10d 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 & Xx I �` O.C. FIELD BOTTOM ATTACHED 1\ _. (2)16d NAILS W1 (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ . . 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON T6P OF PANEL BLOCKIN 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C.. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED wl (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" 0 C MOISTURE BARRIER 1 Odx3" @ 4" O/C C.1 " " " " " " 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM 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 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS VERTICAL WEB (24,, GABLE WEB SECTION STRAP MISSED VERTICAL SECTION r2 WEB, USE MSTAM36 w/ (7) O.C. MAX w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK � �5 SCALE: N.T.S. � �5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) REFER TO DETAIL J SEE STRUCTURAL X-BRACING, AND TOP ON SHEET S5 FOR CHORD BLOCKING ;0 �o NOTES AND NAILING SCHEDULEFOR INFORMATION - SHEATHING DETAIL BACKNAIL w/—/ 111, 2' (2) 16d NAILS WOOD TRUSSES co Co 2"x4" CROSS BRACE r APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGEFASTENEDAT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) 'k BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF O/C FOR THE K(2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (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 O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 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 DQ ST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 7 2x4 BLOCKING-",,, --2x4 "T'BLOCKING @ 48" O.C. 16d NAIL 111 BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL 7;7 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N-T.S. 2x47' BLOCKING 2x4 BLOCKING @ -1 48"O.C. 1" BRACE ATTACHED lo� 16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL :4� OL GABLE TRUSS WEB SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. \11 �' DIAPHRAGM BLOCKING @ 48" O/C -GABLE TRUSS If I'll TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE 7T NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION SECTION r3 r4 SCISSOR GABLE "T" BRACEr7 SCALE: N.T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. \,, �5 REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) /--GABLE TRUSS x /-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) E ES AND 12" O,C. FIELD 1/4"xl 1/2" SDS SCREWS TO /,,--JACK TRUSS SEE PLAN FOR BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU �.�,�C�NECTION 2x4 "T" ON TOP OF P A P0 BLOCKING, FASTEN WITH L 2x4 BLOCKING Wl 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 9 1 Odx3" @ 4" O/C (2) 12d TOENAILS _jd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON B.U.C., SAME NUMBER OF ROWS, SAME SPACING) LOAD BEARIN LOCATION D SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 1-01, TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION � �5 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. '\ �5 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T. S- S5 TOENAIL 1 (2) 16d NA 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10dxO.131" )ENAILS EA. SIDE )NT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP rl 0 GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 1 Od @ 4" 0. 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 6" OVERLAP MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING r TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 'L" BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z LU \-BRACINGw/(3) 10dx3"AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON — LOAD BEARING LOCATIO (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"XIS" (U.N.O.) 1" BRACE 24" 0'011 - 3'-Of' T-O" - 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. SIMPSON HGA10KT W/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) /--GABLE TRUSS ---UUN 1. btAKINU -- ---- GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIM PSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJAC K 1 V-0" MAX. LU 0 CORNERJACK < z cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX ')CBRAC SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. ON cc FAMM No 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)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCS1 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 C&U, _v, C= cr_ ME >< cl- -C' cx W C'. '5: CP 0 -.5 \11%J1111 Ito �3k."Y.V'V/v C14 .1, e) 0 N <) L V" k W"�\\\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, W E 8 Is" .9 0 2-00 .0, 0 A- U Lu U -9 U CL :�� -0 - c: Y, 11 11 z (D "*' . I I E T;:R 9 0 W 0 M C14 r-0 0 2 W to T Y, M z 20 Z� 0 M Z LL C11 < a do < L) z 0 Cn W El v ra- F5 4--J LIJ C U 0 Ul U) E 8 U) 2 r__ ce) C13 0 z z < E z 0 E co '0 '0 CD E 10 0, tz z C'j M t z 0 z t' C/3 "o C) I z 03 Q) __j z I z I . z U3 < 0 01 Z. !S 0 CL R z '0 Ww W �z C) CD 0 UO C) > LO LO < M co Lo 0 =3 LO _j T_ (D Cn LO T_ < 4-J C4 0 04 co C:) LO 00 .0 ILL !�4. -0 �0 L0 (=:> C14 < LO 04 'r- E T_ 211 E 0 M z E 0 C5 E 0 0 a (a < _j JOB NO: 22-12366 SCALE AS NOTED SHEET NO. S5