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u _ - — u __ la.. __Lt i i . . - _ .. L .... �._..1_..._ �4.J1 J�. , _ i. ill i` - �!� - . -. _ . I 1 A I �1�1111�1 1111 t11 ' jl umnu 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLKG @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 BLOCKING 2x4'T' BLOCKING 2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLKG @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - RSH ON FRAMING SHEET FOR SHEATHING MAX. 9" [RSH] " SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING @ 48" O.C. 16d NAIL SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) "L" BRACE FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) SEE 10/S5 ATTACHEDAl>9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9 10d NAILS @ 4" O.C. TYPICL SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS BACKNAIL w/ 2 16d NAILS () SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 GABLE TRUSS WEB ' 45°± DETAIL DOUBLE "L" BRACING DETAIL 5 45° ± 7 SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE SCALE: N.T.S. S5 2x4 CRO BRACE SCHEDULE FOR 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM RIDGE FASTENED AT 2x4 "T" BLOCKING SHEATHING DETAIL 2x4 KICKER APPROX. 8" FROM ' @ 8'-0" 0/C. o EXTEND AT LEAST 90 /o OF DOUBLE TOP PLATE EACH JOINT w/ (3)10d 2x4 BLOCKING @ RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 & (2)10d TOE NAILS @ "L" 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END � BRACE TO EXTEND "L BRACE ATTACHED 16d NAIL & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN �• AT LEAST 90% OF WEB W/ 10d NAILS @ 4" O.C. EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO 2x FRAME WALL (SEE WALL SHORTER) � >� GABLE TRUSS TYPICAL • SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING END WALL BOARD BLOCKING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR GABLE TRUSS WEB ATTACHED W/ 10d GYPSUM 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE46'-0" GABLE TRUSS ; 1/2" CDX PLYWOOD OR 7/16" @ 48 O/C FOR THE FIRST (4) ROWS OF (2) 16d 7/16 OSB SHEATHING ATTACHED w/ 10d NAILS SINGLE "L" BRACING DETAIL 6 NAILS @ 6" O.C. EDGES (4) ROWS OF TRUSSES FROM EA. END TYP.1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD SCALE: N.T.S. S5 10dX3" @ 3" 0/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORDEDGES w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS �� 2x4 T ON TOP OF PANEL DIAPHRAGM INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 PANEL BLOCKING @ 48" O,C. FOR 2x BLOCKING BLOCKING, FASTEN WITH BLOCKING @ „ 2x4'T" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILLNOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4'7" ON TOP OF PANEL 10dx3" 4" O/C @ 48 O/C GABLE TRUSS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT 48" O.C. �°WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2 SDS SCREWS TO TRUSS VERTICAL @ 48" O.C. „ MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS „ �� 10dx3 @ 4 O/C „ TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. SIMPSON SP2 w/ (12)10d �� "„ „ �� 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOMOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24, GABLE WEB SECTION 2 SECTION 3 SECTION 4 SCISSOR GABLE 'IT" BRACE 7 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. S5 S5 SCALE: N.T.S. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE REV. 20'-0" MAX 20'-0" MAX 2x4 #2 SYP BLKG @ 16 O.C. w/ (2)16d NAILS EA. END. MAX. g„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 WOOD TRUSSES TOE NAILS AT EACH END @ ON SHEET S5 FOR M SEE STRUCTURAL 24" 0/C (TYP) X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING `� SCHEDULE FOR x x INFORMATION DETAIL BACKNAIL w/ 1 1 ASHEATHING (2)16d NAILS WOOD TRUSSES oo co 2"x4" CROSS BRACE 8" FROM 2x4 RAT RUN BRACING VI -APPROX. 1 1 z" 1 12"' RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; AT LEAST 90% OF WEB o BOTT. CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) w -- -- TRUSS SPANS ATTACHED W/ 2 -16d NAILS EA40�. END @ GABLE TRUSS OR 7/16" BRACING w/ (3) 16d x 3" AT a = • 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD • EACH CONN. @ 24" O/C • 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 @ 48" 0/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ; E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO W/ 0/C w/ (2)16d TRUSSES FROM EA. "'' JACK TRUSS BLOCKING & (4)1/4"x2 3/4" BOND BEAM (4) 1/4"x1 1/2" SDS TOENAILS @ EA. END SCREWS NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL END TYP. TOP & BOTTOM ATTACHED >->„SEE PLAN FOR TITEN TO CMU TO BLOCKING & (4)77k MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS J{ S _CONNECTION MASONRY WALL 1/4"x2 3/4" - IN. a TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL ARCHITECTURAL FINISH P BRACING _ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @16" O.C. MAX. FOR FIRST (4) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ i THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING EXT. WALL CONN. ( 10dx3" @ 4" O/C (2) 12d TOENAILS LL_ 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION BEARING LOCATION UNEVEN CLG.)rEREQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g SrJ SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI SCALE: N.T.S. S5 ADDITIONAL INFORMATION. SrJ 55 SCALE: N.T.S. SCJ ADDITIONAL INFORMATION. SCISSOR TRUSS 12 4 45° 4A)12"` 1 6.91 MAX. SEE RSH SCHEDULE FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLKG @ 16" O.C. (2)16d NAILS (2)10d x 0.131" (2)16d PER TOENAILS EA. SIDE JOINT CONT. 2x4 #2 SYP w/ 10d IR NI 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) X0.131" @ 8" O.C. CONTINUOUS BOTTOM CORD BRACING 2x4 MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: ALTERNATE NON-DROP('10 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING GABLE END DETAIL BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL rT� TRUSS BRACING OVERLAP DETAIL rM 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 4 S5 3 "L" BRACE W/ 10d @ 4" O.C. 12 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6'9 MAX. 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE S5 AND LOCATION) 5 S5 SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) GABLE TRUSS 6 6 S5 S5 ° . -1, • °,. Ip°" -_° _, ail- '' _ ° __✓— ', ° ^ ' .,' n i'.. " .." . '. n.. � li .• it _�II '1 I r r "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" - T-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 S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4LEDGER SIMPSON LSTA18 TUDS @ 16" O.C. _ DBL. TOP PLATE STUDS @ 16" O.C. SIMPSON SP2 w/ (12) CONT. BEARING CONT.BEARING 10dNAILSATEACH HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:3/4"=1'-0" STUD MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK 1 V-0" MAX. y� ✓9�� o CORNERJACK U a U w Z tY 0 U N N r• 0 a o 4.4 a> �y o � � sm r M u 1 -two- N 0 N r 'a Ccc adder as a' a as Or. �a to u p- 7 :� P G•C•�E •N• ' �7 N •: t _ < � ✓' 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 - Residentlal 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. IN a $ C(D 0 MM YI y co N N P M (n N 0 ok J ai a M - •c � LL U_ LL a Z 3 w t a a 2 �Cl o W Lot W Z w N N Z d J Z OU U W O❑ CD z �4-J_ N $ •U � a w �n c U ` U C a � S o M JZ a za M O F U_ gI=�o w �i a 0 CU �i oa - E_ z o N g tt cx gE Z JgW b zz� 0 V W�_z 0 ¢ r J y o' o� 0 Q I— 00 N O O 07 Y U) s `° CV m �+ m C LO r Q L 04 � co N O 001 .� c O L.C) M Q T E 00 M Z° r° Z :3vi E c a U _j Q JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. S5