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Lo Ln C> C14 0 3 W3 00 ro C14 C I D 1:-1 C14 clk� LO L0 LO 01 C14 C) co K) C14 C) t LO a ::3 C7, C10 C3 -:I_- W C14 C14 C=) CL C) C14 C' C14 V) V) 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 TOENAILw/ 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, IF >9" SEE 10/S5 BACKNAIL wl (2) 16d NAILS 2x4 #2 SYP BLK'G @ 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' SEESTRUCTURAL 45*± Z NOTES AND NAILING 2x4 CROI 3BRACE SCHEDULEFOR ,— 2x8 SYP#2 1" BRACE To 11 SHEATHING DETAIL V 2x4KICKER 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)—\\ MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX* I" IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DETAIL I Mrrr"%VA. 8 FROM RIDGE FASTENED AT @ 8.-0" O/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2"x4" CROSS BRACE EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2X4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT -"L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT 1 & SIMPSON H2.5A W/ (10) 8d EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END EACH JOINT W/ (3) 10d & (2) 10d TOE AT LEAST 90% OF WEB LENGTH (SEE TABLE) 2x8 P.T. E TRUSS EACH JOINT W/ (3) Od (2)10d TOE NAILS @ EA. FROM LEDGER TO NAILS @ EA. END GABLE TRUSS SILL 1/2" CDX PLYWOOD v r-' END BLOCKING 2x FRAME WALL (SEE WALL 7/16" OSB SHEATHING FINAILS WALL BOJARD' GYPSUM WALLBOARD SECTION FOR SIZE & SPACING) 2X4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS CDX P LYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING @ 6" O.C. EDGES E FIRST 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ,,-1/2" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED W/ 10d NAILS AND 12" O.C. FIELD P BOTTOM (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD W/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2) 16d NAILS W/ (2) 16d TOENAILS - - - - 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOC INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O�C� FOR'-\ NOTCH 1" BRACE HERE 2x BLOCKING ::vl I i 11 IN If BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEPSCREED [MOISTURE 1/2" x 8" "J" BOLT @ 48" O.C. �NAILSAT THE FIRST (4) ROWS OF TRUSSES 2X4 "T" ON TOP OF PANEL 1 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO --A BARRIER SIMPSON META12 w/ (7) 10dxl 64" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. -Cl 1/2"x8" "J" BOLT@ 32" O.C. MINIMUM 6" FROM _L' _11/2" _MT IN I<() RI ()rl(_ r) (' "AY vit/ RAIM A" PmRPnKAPMT IN Vr) RI Orl< - SIMPSON SP2 w/ (12) 10d 2X4 BLOC KI --2x4'7" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W 10d NAILS @:4�' O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL_(a:) SCALE: N . T.S. s5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED ,---16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL TTL_" GABLE TRUSS WEB SINGLE "L" BRACING DETAIL,"" 6 SCALE: N.T.S. � S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALT . ERNATE SIMPSON MSTAM24 W/ (7) 1 Od NAILS Ivivio 1 uric DMI"InlErN -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE SLOPE OF ADJACENT TRUSS) FASTENED WITH (3 NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STUD WALL (SEE TYP. SEC.) 16d PER SIDE S TRUSS VERTICAL WEB (24,, GABLE WEB SECTION (2 SECTION r3 SECTION r4 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" "T" BRACE TRAP MISSED VERTICAL SECTION ri SCISSOR GABLE 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. �5 SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. �, �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 MAX REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHE ETS5FOR IF >9" SEE 10/S5 X-BRACING, AND TOP co SEESTRUCTURAL CHORD BLOCKING ;o NOTES AND NAILING X INFORMATION SCHEDULE FOR Ix 9111, SHEATHING DETAIL BACKNAILw/—/ ill 2, 17. (2) 16d NAILS —;7—WOODTRUSSES 60 00 2"x4" CROSS BRACE APPROX, I" FROM RAT RUN BRACING RIDGE FASTENED AT 1" BRACE TO EXTEND ,,,,,-2x4 AT 24" O.C. ON TOP OF EACH JO I NT w/ (3) AT LEAST 90% OF WEB 'Z BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) TRUSS ATTACHED W/ 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 /r-GABLE //-1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 41" O/C FOR THE (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. W/ 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 E ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & //—JACK TRUSS SCREWS 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 / SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS /--7��__CONNECTION 1/4"x2 3/4" 1 TITEN TO CMU 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) 2x4 "T" ON TOP OF PANEL--,/ EXT. WALL CONN. @ 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 Odx3" @ 4" O/C 2x4 BLOCKING W/ (2)12dTOENAILS NON - LOAD BEARING LOCATION �D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION 9 17-- F SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA, SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ("l 0 SCALE: N.T.S. '\ �5 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" 0. C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 S5 I \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. 1\ �' OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. � S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C _rni 1111r-C, 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 @ - 1-1 z \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (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"x6" (U.N.O.) 1" BRACE 24" 0'0" - 31-0" 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 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. I SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS GABLE END BRACING DETAIL SCALE: 3/4"=l'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 61 M HZSUN 61`2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. oilM NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING Z80TTOM @ 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. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 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 > 2 0 N >< U_ a. 0 M cT3 N 0 M a) (D U) E < u) < 0 M -0 CD > a) > �D M V) 0 0 >-tf CZ 0 > 0- W C"ll !�ij 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 Edifion. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E 0 oo C) 0 a) co 10 _j LL :L� � Co W 5 �; - U) r- F� _j �j CL 13'* M LL C) z 0 LU (no 2 < LL Z o r Lo 04 Z M L,) C) M < < d (.5 0 _j U) Z W EIEIE3 < V) 0 Cz 4--J 0 Ln C) aim E 0 co I 0 C�' 1z C13 co z < __j ILL. cK� E Ca- C E z mo z z< 0 co U o S '< u 0 ou ol 0, C::1 E CD C" ro t <z z M C/) < z�- o 0 0. z -, 1z < z 'o z Ou CL 2 z W < mo 18 j CD C.0 b. 1< 0 C:) > LO 0 LO < M 0 p— (1) F— L_ cle) CO 04 0 j C:) CN _j C:) U) IL) (D M ca 0 N C14 CD C:) Lo LA-) < N 04 E 6 z z E E 0 0 'D 76 < JOB NO: 22-02383 SCALE : AS NOTED SHEET NO. S5