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LO LO -15, �2 LO 5_4 CL. CID 3 CS SIMPSON HGAM11 W/ (4) 1/4"A 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 BLKG @ 16" O.C. wl (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 w/ (2) 16d NAILS 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (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 1 O/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAIL wt (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 1-7 SCHEDULE FOR SHEATHING DETAIL M0 CZWr-ATI4INn_\ NAILIN(-- r 45*± 45* SEESTRUC TURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR SHEATHING DETAILY 2x4 KICKER KERN 2x8 SYP#2 1" BRACE TO APPROX. 8" FROM 0 0 @4.KI @ 8-4' O/C.. 8 _,O�O/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT EACHJOINTW/(3) 10d & (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 wl (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSI3 SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIPRT 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSI3 SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. L:�T THROUGH CHORD 2"x4- LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD " ' SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE-� N N APPROX. 8" FROM zz RIDGE FASTENED AT x DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od X 2x4 CROSS BRACE APPROX. 8" (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END NK EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN i TOE NAILS @ EA. END GABLE IS 4A "OR x SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 48" FOR THE CDX PLYWOOD OR 7/16" @ O/C (2)16d ,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED � (2) 16d NAILS W/ (2) 16d TOENAILS I I INTO 2 W P.T. PLAT I- 2x4 '7 ON T6P OF PANEL BLOCKING 2"W' P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. F�R 2x BLOCKING WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Od 3" 4" O/C SPACED 2x4 "T" ON TOP OF PANEL " "" " " INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.0 . . ....... .... WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ 1/4"xl 1/2" SDS SCREWS TO @ 48" O.C. 011 BLOCKING, FASTEN WITH IST RE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. ! ! 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) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 114" 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 .REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING go ;o NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAILw/--// I vt (2) 16d NAILS -WOOD TRUSSES to go 2"x4" CROSS BRACE APPROX. 8" FROM -2X4 RAT RUN BRACING 12" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4a NAILS @ EA. END ATTACHEDW/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING K<(2)16d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @48 O/C FOR THE 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 W/ (2) 16d TRUSSES FROM EA. 1* 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 ' ' ' ' DQ MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4'T'ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING—N,,,,, 2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @; 4�" 4L O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4'T'BLOCKING 2x4 BLOCKING @ 48"O,C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAILK-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING 48" O/C @ SS GABLE TRU �T�TRUSS VERTICAL 7_1 SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD , I FASTENED WITH (3 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC. 16d PER SIDE r3 SECTION SECTION SCISSOR GABLE 171" BRACE SCALE: N.T.S. SCALE: N,T.S. � �5 AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND LENGTH (SEE TABLE) -GABLE TRUSS —1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. ETS AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR OF H LAS LAW 20 "T" ON TOP OF PANF_L_j EXT. WALL CONN. 0 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 0dx3" @ 4" O/C L 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEAROG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U,C., SAME NUMBER OF ROWS, SAME SPACING) E SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. � �5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT Y)fX' MIN-,';FF M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12 6 MAX. .9 S5 i S5 GABLE TRUSS 12" SH SCHEDULE TTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131 " AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. !'L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 L F 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. 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 "12' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4'x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. 'db' NON - LOAD BEARING LOCATIOR (UNEVEN CLG.) SCALE: N.T.S.' SEE TYP. WALL SECTION FOR 5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"W' (U.N.O.) 1" BRACE 241f 0'0"- 31-011 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"XI 1/2' SDS SCREWS TO TRUSS & (4) 114"x3" SDS SCREWS TO PLATES (TYP.) \-STUDS @ 16"O.C. GABLE END BRACING DETAIL SCALE: 31N'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-101" MAX, LLJ CORNERJACK cc z Cr 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. � Aq m mm mm mor mill 11111 111 1 mm NOTE: 4OP 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--0- O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. R EQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI SCISSOR TRUSS 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 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 cz C�-j C" Uj -;e C= U_ CLC- C= C3- CM r= CD III////, R 0 vv,� �.\ 0. 0 00 9- To the best of the Engineers 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 Engineers signature and seal. W a 0 m G 0 '24. 09 U_ 100 0- 2 z E_ 52NW JU 0 r- Cn C) W . z < z 0 W 1313 < 9 ;:7 (n V) (U (D 5 C1 +_j C—/> '0_ m Uj r_ m m - 1— 1 0 V) (9 AWO g C= < 0 r__ C:) m U_ 2[ E 0 10 E 8 .9 §8 zcp E C11 t 1� m = C: Cn C W 0 U Q0 UNII LO LO IT m < 0) CID CO 0 '(D U5 -6 -9 m LO 0 U) C-4 0 4� 0) N cc 0 b C14 (:7) L0 < LO E 41 z z E E 2. (L 0 JOB NO 22-12363 SCALE AS NOTED SHEIET NO. S5