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%2 LO LO Cr Go C:) t') C) - 01 r") C=� 5�- Ce LO LO P v Cr V) 0 -0 C14 C, a LO .2 01 r C14 C-4 CD -2 C-4 C'4 C'4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 114"X2 3/4" TITEN TO CMU 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 wl 3/16"x2" 0 PLATE WASHER SIMPSON META12 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 SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION (2 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 -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP CO M x SEE STRUCTURAL CHORD BLOCKING NOTES AND NAILING x INFORMATION co co ;0 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/-/ -WOOD TRUSSES 50 00 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM -2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d 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 W1 (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 LAMINA SPACE AS SHOWN FOR 3-PLY 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 TOENAILW/ 6 (2)16d NAILS-,---� SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 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) IF >9" SEE 1 O/S5 BACKNAIL W/ (2) 16d NAILS UNSUPPORTED, 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END, MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45'± 45'± z 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO 3 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL -A 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 EACHJOINTW/(3) 10d 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 SIMPSON H2.5A W1 (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 Ca EA. , - -1 BLOCKING 7116" OSB SHEATHING END I '\- GYPSUM WALL BOARD ATTACHED W1 1 Od 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 1 OdX3" @ 3" O/C CORD ATTACHED W1 (2)16d TOENAILS w/ 1 Od NAILS @ 6" O.C. I r5m ls? 6- THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD 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" BACKNAIL W/ (2) 16d NAILS UNSUPPORTED, MAX, I" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, IF >9" SEE 10/S5 NAILING SCHEDULE FOR SHEATHING� DETAIL x 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM A FROM RIDGE FASTENED AT RIDGE FASTENED AT L" BRACE TO EXTEND EACH JOINT W/ (3) 1 Od & (2) 1 Od EACH JOINT W/ (3) 0 AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END -GABLETRUSS SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING ///-1/2" CDX PLYWOOD OR CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7/16" OSB SHEATHING 1-11-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 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 & O.C. FIELD BOTTOM ATTACHED _. : (2) 16d NAILS W/ (2) 16d TOENAILS -2x4 "T" ON TOP OF PANEL x . . FO 2x BLO 2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.0 R CKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6'-0" 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" OIC SIMPSON SP2 w/ (12) 10d -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD '1' SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) r3 r4 SECTION SECTION SCALE: N.T.S. SCALE: N.T.S. 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) -GABLETRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) ED) 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 "T" ON TOP OF P LL_� BLOCKING, FASTE.. L 2X4 BLOCKING W/T_� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. P 1 Odx3" @ 4" O/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SECTION NON - LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SCALE: 3/4" V-0" rD SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5 111"s- 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 (2) 16d NA 12" �SH SCHEDULE XTACHMENT SYP BLK�G @ 16" O.0 I x 0.131 AILS EA. SIDE 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL �0 SCALE: N.T.S. '\, �5 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 \-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 6" OVERLAP AT LEAST TWO TRUSS SPACES '-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 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) - 0 z LU \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C �,_MOISTURE BARRIER -BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH BEARING LOCATIO (UNEVEN CLG.) EXT. WALL CONN. NON LOAD 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" 0'0" - 3'-0" T-0" - 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 wl (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 81 MPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. (:]S5 2X4 "T" BLOCKING 48" O.C. /--16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" O.0 TYPICAL W 4� GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/"- 6 SCALE: N.T.S. �5 DIAPHRAGM BLOCKI 48" O/C NG @ ,-GABLE 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. < d LU LU C) 9 - - - C) -1 C> 9 z ib LU 11.1 = co < 9 C) 9 C� - 2 1 < - - - - C) -1 C> LU — LU ITT NOTE: /-TOP CHORD ?X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /BOTTOM @ 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 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 -0 r- 0 0 Ce) 0- 0. CD CG U_ CL. C'a cz N ' -- 4 W 0 -!::t 14 - _ r� 0 0 Lo Cl> C14 cli C:' 0 . . .... n To the best of the Engineers knowledge, infornriation 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 Lo W "t 1. C' E .4 9 r- 8 00 00 M �; !g 0 LU V) -o L u Lu 16 � LU z Wo 0 'IT 9 C'4 (0 0 'C' W U) '-, ;; I a -., < < z co Z� z LO 6 ILW _j g r Ix Ln 0 CN < 0( L < 0 z -) W E] EJ El (o ran"& Cl- V) (1) 4-1 (10 LU 0 LU (A U) -W 0 MIN g 0 0 fn-, U) C'� o 00 z z< LL_ ad- E wz 0 " za < CL 0 E y Ld I tj z ?. 0 = O� C'3 '0 CL . 0 0� 0 0� z C:) E 8 z. 0 2 . 'M lIi w, C/D . < �0 Iff 3 z z W (n w lz no 43.) �8� < NJ CD 8. 1 < .5 0§1 0 a) > Lo LO LO M (D (3) CO L) U) Cn < 0 C'4 C'4 C:) C:) Lo 00 LO U') < C14 E 0 z z E Z5 a- E 0 0 'a 0 _j < 0 JOB NO: 22-02399 SCALE AS NOTED SHEETNO. S5 T_ ___F-7