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SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 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) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-? (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 1O/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 10/S5MAX. 9"BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9,rSEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAIIG SCHEDULE FOR SHEATHINGIF >9" SEE 1O/S5 45°±45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACESCHEDULE FOR APPROX. 8" FROMSHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 -0 0/C EXTEND AT LEAST 90% OF EACH JOINT W!(3) 10dAT "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT' (2)10d TOE NAILS @LENGTH LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. (SEE TABLE)RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d &SILL FROM LEDGER TO 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHINGGYPSUM ATTACHED W/ 1 Od END'• WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRSTAND PLYWOOD OR 7116" 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM1/2"CDX SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILSOSB w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"6" PTPLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACEAPPROX.8"FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT wl (3)1 Od & (2) l Od (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" ORLENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER)��GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING`" 1/2" CDX PLYWOOD OR 1/2 CDX PLYWOOD OR 7116'" @ 48" O/C FOR THE � (2)16d 7/16" OSB SHEATHING F@ OSB SHEATHING ATTACHED FIRST (4) ROWS OF • NAILSATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGESTRUSSES FROM EA. 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP &O.C. FIELD BOTTOM ATTACHED (2) 16d NAILSW/ (2)16d TOENAILS2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 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 10dx3" @ 4" 0/C INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1OKTw/ (4) 1/4"xl 1/2" SDS SCREWS 10.C. @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 2 1/2x $'JBOLT @ 32'O.C. MINIMUM 6FROMO.C. MAX w! MlN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILSNOTE: IF EMBEDDED 1Odxl 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" 1 GABLE WEB SECTI0N 2WEB, USE MSTAM36 w/ (7)SECTION O.C. MAX) w/ MIN. 4"1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. 55EMBEDMENT IN KO BLOCKSCALE: N.T.S.TITEN ON OUTSIDE2x4 #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) ON SHEET S5 FORX-BRACING, A AND TOP r SEE STRUCTURAL CHORD BLOCKING ;o NOTES AND NAILING INFORMATION - `oSCHEDULE 00 FOR SHEATHING DETAIL BACKNAIL wWOODTRUSSES 11 1/ NAILS �° 00 2"x4" CROSS BRACE(2)16d 8" FROM -2x4 RAT RUN BRACINGAPPROX. RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS1�t ATTACHED W/ 2 -16d 4�t NAILS @ EA. END AT EA. TRUSS JOINT a (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 ODF SO A48ERED 10 WIRE NAILS OD SO ERED COMMON NAILS STAGGERED 30d COMMON WIRE NAILSFIRST @ 48" 0/C FOR THE (2)16d NAILS -2x4 BLOCKING @ 24" ( ) EQ AON 20� 1 2d EQUAWIRE )(D = 0.207 , L = 41/2") OR EQUAL (4) ROWS OF0/C w/ (2)16d TRUSSES FROM EA.TOENAILS @ EA. END NOTES:END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES4} FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)w! (2)16d TOENAILSDQ -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 BLOCKING 2x4'7' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB 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.0 TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 BLOCKING@ 48" 0/CGABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLASIMPSON SP2 w/ (12)10d2 2"x8" "L"BRACENAILS AT EACH STUD FASTENED WITH 3SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. .( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06,08,22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1od NAILS @ 6" O.C. E ES AND 12' O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C L 2x4 BLOCKING W/ (2)12d TOENAILS NON - LOAD BEARING LOCATIONrDB.U.C. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SAME NUMBER OF ROWS SAME SPACING ) SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0° S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x ROSS BRACING SEE 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. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Odx0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10SCALE: N.T.S. GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12(SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 °-CONT. BEAR►NG 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 MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L' BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C %Alnnrlrol [COCC 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 TOE NAILS AT EACH END @ z w\-BRACING w/ (3)1od 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" 0'0" - T-O" T-O" - 6'-0" 6'-O"& 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 10dx3"NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xT SDS SCREWS TO PLATES (TYP.) '—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. aWz CORNERJACK 0 t-Ilf' rKHIVIII G KCI-CttCIV4C PLHIV E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -� r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll mm Fp NOTE: ZTOP CHORD 2x4 #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 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 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 �t k N� ✓ G R N U co f!ldlltjiZz - < RJ (3aG �0�� � , 0�"'� .� OFES51QN ii %� "�f/11111II 1111 \ 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 Engineer's signature and seal, W E 0 e U c5 o 0 , � i" � ® =3 LO a) 0 �r�� 0 m v u- 'q c -� U� w W,tL V- 0 z 0 C C mf-o o W �O_jO' m w &L Lz") N N O U L)W �O 83 C. z <c 131 V� 2'M1! MO )i Q) V O +--J u, t'6 w oLU Ul l/i � _ H J E win-8 I ' z� mom c. a a � • ® 0 0 0 N M I� o w M <Z O U_ := E Zo ZZz Qty K0 E 8 <5 0 oa f- C — E x� �� 0� S< a O N � i°do az ao ° Z ire . C =a Y w, 81 Nm Qw C{� o�Z go ss S T Cj o 0 a Z - O� QY S� x 0 co co F 5< a o� 0 Uri ECD J > Ln LO ' ^ u, ui m 2 Q ca 0 i� Imo— N co G j T LO 'Ile 0 (D N m m " Ltd T � U) U_ CV co O 00 Ln CN r- IN Q r E (.0_ G M CV z R Z E O m rn a E U J Q Q J JOB NO: 22-12367 SCALE : AS NOTED SHEET NO. S5 1AIIIIII, Ii l T