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C,4 1"') 39 _2 00 § Z. 00 co 64 A to LO 2 00 C14 00 00 LO Cr :9 C14 CL E E 0 2 CL __0_ 73 CL C 1 0 .2 9 Jj L C14 S'4 -�i Ji a SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (d 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) NAIL W/ SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 116d 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 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45*± 7_ 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI 3 BRACE SCHEDULEFOR �A 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 EACHJOINTW/(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. GAB ETRUSS 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 ATTACHED W/ 10d 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. BOTT OM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS W/ 10d NAILS @ 6" O.C. THROUGH CHORD x L EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) ! 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) MAX. 9" UNSUPPORTED, BACKNAIL wl (2) 16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING-i DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 x DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" AP FROM RIDGE FASTENED AT RIDGE FASTENED AT BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) rl" AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING /--1/2" CDX PLYWOOD OR ,,,-112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF 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 . . FOR \ 2x BLOCKING BLOCKING, FASTEN WITH 2X4 "T" ON TOP OF PANEL BLOCKING-�� WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES f10dx3"@4"O/C FASTENWITH 10dx3" @4"O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. 2X4 P ANEL BLOCKING @ 48" O.0 2X4 "T" ON TOP OF PANEL WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT 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 64" 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 1 1/2 x8 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 META1 2 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (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 TRUSS VERTICAL WEB (24" WEB, USE MSTAM36 W/ (7) SECTION O.C. MAX) W/ MIN. 4" GABLE WEB -SECTION r2 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE SCALE: N.T.S. 1\15� 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. 2X4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) C ON SHEET S5 FOR x X-BRACING, AND TOP co co x SEESTRUCTURAL CHORD BLOCKING NOTES AND NAILING 00 ;o SCHEDULEFOR INFORMATION SHEATHING DETAIL BACKNAIL W/-/ _111 2 _t (2) 16d NAILS WOOD TRUSSES 60 00 2"x4" CROSS BRACE ---- APPROX, I" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) VA _tD e BOTT. CHORD FOR 4 10d & (2) 10d TOE tw 11 TRUSS SPANS NAILS @ EA. END 1� ATTACHED W/ 2 - 16d 1�t 1/� 2x4 PANEL BLOCKING --- 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" LAM [NATIONS W/ (2) ROWS OF 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" 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. NOTES: END TYP. TOP & TOENAILS @ EA. END 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 SH WN R 3-PLY) / 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 111 BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALEi N_T_S_ S5 x4 "T" BLOCK[ 2 NG 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED NAIL W/ 10d NAILS @ 4" 0. A TYPICAL :4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(/'� 6 SCALE: N.T.S. S5 DIAPHRAG BLOCKING @ 48" O/C ,,—G BLE TRUSS TRUSS VERTICAL SIMPSON SP2 W/ (12) 1 Od -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD FASTENED WITH (3) 16d PER SIDE SECTION SECTION 4� SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. �' �5 �5 AS PER HIB 91 SCALE: N.T.S. S5 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. E ANU 12"' C. FIELD 11 /CJACK TRUSS SEE PLAN FOR CIONNECTION 2X4 "T" ON TOP OF PANEL- 11: 1 BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ P7 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 1 Odx3" @ 4" O/C (2) 12d TOENAILS LL 3E NON - LOAD B ARAG LOCATI N COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 0 � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SECTION SCALE: 3/4" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 9 "0" ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 12 6.9 MAX. 12" �SH SCHEDULE TTACHMENT SYP BLKG @ 16" O.C. IxO.131" AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 1 �0 SCALE: N.T.S. �5 GABLETRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 4 '4 11 %4 ji, 4 4 % % F— CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES WOOD TRUSSES I 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) 8d @ 6"O/C 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU NON LOAD EXT. WALL CONN. 'U—) BEARING LOCATIO'k (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" 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 61S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4"X1 1/2" SIDS 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 ENDJACK 1 V-131" MAX. LU T_ CORNERJACK z 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll M 1111� 0;,417roiII11111111 1111111� 2 x 4 BLOCKING wif (2) 1 Od TOE NAILS AT EACH END @ z L'j \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL NOTE: ZTOP CHORD 2X4 #2 SYP BRACING ARCHITECTURAL FINISH 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 �BOTTOM 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 L AS PER BCSI SCALE: N.T.S. � q r SCISSOR TRUSS cc 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 W1 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 > 0 11�- 0 04 a- 00 x M U_ Q -0 CD C CU 0 m C __U) __'P' , < (D > (D >i (n 0 0, > EL '2 Ili C"ll C14 C:), C14 24- 5, 7 �37, '�6 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 Engineers signature and seal. cD r� W 'tt E 9 00 1- 0 - 4 -0.0 c-, c-, F�p _1 u_ .00 or- 0 to C) 0 W c-, -,:: -'.� i M u_ u_ 0 _j - �x z �0 j C-q �2 0,0. M - -j W T' c" 1� oo �� 0 u') co z 21 1:: 'x Ln 0 (3 C"! < d d < 0 _j (0 z 0 2-1 - V1 4- Cn 0 LU 0 C�' U) E all 8 = 0 12-1 CD ID 0 14 to '�D co - CY3 C"), 55 z z < E E 0 U 9 06 20 �8 00 0. o< CD E 9� z w 10 co O� Z' z C-15 Oil Z�- z z no 'z W C-) 3: < ro Y, 7 C) CID �61 w. 0 LE 0 z< 63: .2 C) > (Y' LO LO bi 0) 2 M 0 L_ 00 j co 4-J 0 0*) 4LO —0 C:) 0) C*-4 L0 E r_ 00 0 z cc z E a. E 0 0 cc 0 -1 (D JOB NO: 22-02388 SCALE AS NOTED. SHEET NO. S5