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I II T_ II I I t I I II II _ 1 Q rn v x 0 J CV Ln I i C) to rW v v 0 0 N s L0 I i i 3 H Q cV N E F�— 2 0 J N a� tZ L2 0 U 0 U U O i a 0 0 0 0 L Lo 0 a 0 CV Lo _o 0 m 0 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 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 - [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 I 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3BRACE SCHEDULE FOR SHEATHING DETAIL 2 4 KICKER 2x8 SYP#2 "L" BRACE TO 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 w/ (2)16d NAILS Mom( 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 DETAILri APPROX. 8" FROM � x @ 8'-0" 0/C. EXTEND AT LEAST 90% OF � DOUBLE TOP PLATE 2"x4"CROSS BRACE RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) ; FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od EACH JOINT w/ (3) AT LEAST 90% OF WEB EA. END @ 48" O.C. EACH JOINT w/ (3) 10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL NAILS @ EA. END GABLE TRUSS ' 7/16" OSB SHEATHING END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS � � 1/2' CDX PLYWOOD OR 7/16' �° 48" 0/C FOR THE 7116" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2 CDX PLYWOOD OR 7/16 OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAIL NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM () OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/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 BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED „ 112" 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. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ 4 1/4"x1 1/2" SDS SCREWS TO () : MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1Odx3" @ 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 PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD NOTE: IF EMBEDDED SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1SECTION GABLE WEB 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. L;m SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYSUNSUPPORTED ) , ON SHEET S5 FOR f IF >9" SEE 10/S5 X-BRACING, AND TOP N SEE STRUCTURAL CHORD BLOCKING N -00 NOTES AND NAILING INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ 1/ (2)16d NAILS WOOD TRUSSES co 60 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ 3 'ABRACE TO EXTEND () AT LEAST 90% OF WEB Zj BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) TRUSS SPANS NAILS EA. END ATTACHED W/ 2 - 16d @ GABLE TRUSS AT EA. TRUSS JOINT 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" n u n u n n W/ 1 ROW W/ 2 ROWS OF 3 2 x 4 LAMINATIONS 0 3 2 x 6 LAMINATIONS O S (2) 2 x 4 LAMINATIONS W/ (1) ROW () () () () OSB SHEATHING ATTACHED EKED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48 0/C FOR THE (2) 16d NAILS11 SIMPSON HGAM10KTA J 2x4 BLOCKING @ 24 OF STAGG 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 W/ 10d NAILS @ 6 O.C. E ES AND 12" O.C. FIELD W/ O/C w/ (2)16d TRUSSES FROM EA. Z (4)1/4"xl 1/2" SDS SCREWS TOENAILS @ EA. END NOTES: 1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL END TYP. TOP & BOTTOM ATTACHED JACK TRUSS SEE PLAN FOR CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS 1/4"x2 3/4" 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) DI = 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3' @ 4 O/C 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION 9 -- SEE TYP, WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT I— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 SCALE: N.T.S. TOENAIL 1 (2)16d NA 12" E RSH SCHEDULE R ATTACHMENT 1 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" ENAILS EA. SIDE NT. 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 ------ � ter— — :J- '-- 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 6" OVERLAP \- MINIMUM (2)16d PER JOINT '\— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI 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) Z w `-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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS `—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d 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 "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS _�= / �� TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. s IN MINI NOTE: ZTOP 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) "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 rL� AS PER SCSI 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 0111111l1i� ; ' ` Q `' o phi P FL 4ROF i E S S 10 �1 /1"/411111111 N0��,`,` 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 structural engineering portions of the drawing pages bearing Engineer's signature and seal. t :k; z: W rr W 0 oo a 'q E o C) st N O So CNN So lL 0 (D JIL ni - C M u_ a �7 z 0 2_ 0,y Y o o 0 w f0 Q' J WrR�r-°' ¢ co a �r Z LL O a ,on° N Z y N O 0 0 � u7 Z Z N CJ o0 4 0 n z Q) U' -2 4-1 c � U o O0, crt �N w c y ZD �- N w o Ar v o Q 0 C:,¢ M M J o o m z < � o E 0 o � o~ <R Z® oa Z —0. O E o �ouo 18 V �a wo Du O �Z w � <om� �w �� � C z'oz ym o z � 'aw z C/) °J J i, ° f rn a oo ¢ zz V Q �w WwLL a� U ao = oz 3 _0 o (O << o¢ -o F 0- > LO 0 m 0 W O a) N r� Q 0 O 0 o m 0 �✓ T e-- co o = CV r CV LO LO T TT� 1 00 � f M m E N o Z z E 0 N r`u n E U -1 Q c JOB NO: 21-5012 SCALE : AS NOTED SHEET NO. S5