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SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" S DS SCREWS TO BLOCKING & (4 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (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 SHEA-THING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w./ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 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 - [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" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF 41':, 45'± 3- 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4,KI SKER 8 _O�O/C . @ 8'-0" O/C. - EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" BRACE TO EXTEND 2x4 CROSS BRACE 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 S I M PSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. _,----FROM BLOCKING 7/16" OSB SHEATHING F END ATTACHED W/ 1 Od 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 A17ACHED 71 1 0dXT' @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS wl 1 Od NAILS @ 6" 0. C. x THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD HORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE R TRU SS SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL � 2"x4" CROSS BRACE-yx 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 EACH JOINT w/ (3) 1 Od & (2) 1 Old (NOT REaD WHEN N, TOE NAILS @ EA. END GABLE IS 4',1 " OR 2x FRAME WALL (SEE WALL SHORTER) /� SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 1/ 1 /1 (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF N.. NAILS NAILS - W/ 10d NAILS @ 6"O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED �: (2) 16d NAILS W/ (2) 16d TOE NAILS - - - . . 2x BLO 2x4 PANEL BLOCKING @ 481, O�C. FOR CKING ................ 2x4 "T" ON TOP OF PANEL BLOCKING��' \-WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL 1/2" 8" "J" BOLT 48" O C � INSTALLED PER MANUF. x @ . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO I I @ 48" O.C. 1 ILS BLOCKING, FASTEN WITH SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C 7 1/2 x 8 J BOLT @ 32" O.C. MINIMUM 6" FROM N INK B T 0 LOC O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER S I M PSON M ETA1 2 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) I O,C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. � �5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 1\ �5 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) 0 N SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL- CHORD BLOCKING CN NOTES AND NAI LING x INFORMATION 00 co SCHEDULE FOR -112 SHEATHING DETAIL BACKNAIL w/-/ 1 (2) 16d NAILS WOOD TRUSSES to L - 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING I� — RIDGE FASTENED AT AT 24" 0,C. ON TOP OF -VA- rmx\ EACH JOINT W/ (3) It BOTT. CHORD FOR 4 1 Od & (2) 1 Od TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END 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 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 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. 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 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 BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. 4INIMUM 2x ,ROSS BRACING SEE PLAN FOR ,OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT ------- 2" 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. �SH SCHEDULE �TTACHMENT ? SYP BLK'G @ 16"O.C. JxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Old XO.131" @ 8" O.C. ALTERNATE NOWDRO GABLE END DETAIL 10 SCALE: N.T.S. 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 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 wl 1 Od NAILS O.C. FIELD @ 6" O.C. EDGES AND 12" -2x4'7" ON TOP OF PANEL BLOCK ING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON SP2 w/ (12) 10d L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE C1 NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SE SECTION r3 SECTION SCALE: N.T.S. SCALE: N.T.S. �5 REV. 06.08.22 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" 0. C. E AND 12" O.C. FIELD 1`11 JACK TRUSS SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEL-j L BLOCKING, FASTEN WITH 2X4 BLOCKING W1 1063" @ 4" O/C (2) 12d TOENAILS SECTION [Fky� SCALE: N.T.S. 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 IN "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"OIC WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (4) 1/4"X1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d 24" O/C (TYP) TOE NAILS AT EACH END @ z 71 1 W BRACING w/ (3) 1 Od x 3" AT 0 EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO9(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. 0.) 1" BRACE 2"x6" (U.N. 0.) 1" BRACE 24" 01011-T-O" T-O" - 6-101" 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 wl (4) 1/4"xl 1/2" SIDS 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) 1 Od NAILS AT EACH STUD ENDJACK 1 V-101" MAX. CORNER JACK LU z M 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 2x4 BLOCKING —2x4 "T"BLOCKING @ 48" O.C. 16d NAIL 1" BRACE 111. " / ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS W B �AIL DOUBLE 1" BRACING DET 5 SCALE: N.T .1; S5 2X4 "T" BLOCKING 48" O.C. 16d NAIL 1" BRACE ATTACHED O.0 W/ 10d NAILS @ 4' TYPICAL W :4� E GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS 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 "ql INS 1111 NOTE: /TOP CHORD 2A #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING O.C. MAX. FOR FIRST (4) BAYS 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @4-0 BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIREDMINIMUM PERMANENT TRUSS BRACING PLAN 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 I I . I 9 1C14 -ii* " = C= %J111111 11.0 q 071A�Ijtl N�'" !:� SE '... C4 0 V ." �D6"'.:c C-4 C) O� W F L 4cl .......... 11� OFE S10", N S e4111111 I I [1110\\Ni 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 the struct ral engineering portions of the drawing pages bearing Engineeeus signature and seal. W E 8 Ism CO a) N 0 00 (n 9) r- r-� T2 0 1*4 C, �'! 'v LL - I a- Uj Z W q Y, a- 2 'IT 129 �; � 9 = a N :5.F W r- 0 02, W Cn on Z Co 0 - z '- 0 < 0 0 z 0 cn gig= W El M co Ln (D .2 4-j LU 0 g V) CD LU E WIN11111111111111111h -e' CD co <c Lo C" 0 00 QD zg 0 z z < U- c6 E CL E Lj I z� Z' 0� Ca "� r6 < 0< z - E 04 '0 z z 1, C/) a 0 Z� z C/) �0 �z 2. z z 50 0< z �0 5 CD Q0 ot .0 (N w > 0 0 (D T- LO 0") CID 0 CY) 50 (b 0 < cr_ 4-j 00 CN 0 0) 00 N LC) 'E C:) to CD < 00 M LO I C-0 T- E W 0 z z E E CL 0 1 0 JOB NO 22-12504-12499 SCALE : AS NOTED_ SHEET NO. S5