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L I SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. NAILS END. 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. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND F MIN FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - F MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" AND FASTENERS. (MIN, FIRST 4 BAYS) FIRST UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, IF >9" SEE 10/S5 L IF >9"SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS S BACKNAIL w/ (2) 16d NAIL\\ SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 45°± DETAIL 45' ± SEE STRUCTURAL NOTES AND NAILING 2"x4" CROSS BRACE 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od EACH JOINT W/ (3) 10d „ „ L BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8 " &(2) 10dTOE NAILS @ i & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8 FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END �� i� "L" BRACE TO EXTEND ' EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT wl (3)1Od & (2)1Od (NOT REQ'D WHEN i • i AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO TOE NAILS EA. END @ GABLE IS 4'-1" OR i� i � � LENGTH SEE TABLE ( ) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL SHORTER) � � i�S� GABLE TRUSS to ' ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING ) 2x4 PANEL BLOCKING i�� 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 48" 0/C FOR THE i� � � @ � i (2) 16d �� 7/16 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 • i 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. SNAILS �\ @ 6 O.C. EDGES AND 12 „ 1OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & \ O.C. FIELD ttKKTHROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS)If EDGES AND 12" O.C. FIELD (2) 16d NAILS ATTACHED W/ BOTTOM TOENAILS \ \�� 2x4 "T" ON TOP OF PANEL 2x4'7" 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 Zx BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 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 @ 48" O.C. INSTALLED PER MANUF. I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO a I I 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 °� 0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK - SIMPSON SP2 w/ 12 10d ( ) 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. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C`\", TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL% 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SEC. SEE TYP. WALL NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD ( ) FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION SECTION SECTION 4 SCISSOR GABLE T BRACE 7 WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 3 " " 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T,S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N M M IF >9" SEE 10/S5 X-BRACING, AND TOP T SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1i (2)16d NAILS `� ao 00 2"x4" CROSS BRACE - X 2x4 RAT RUN BRACING APPROX. 8" FROMXA AT 24" O.C. ON TOP OF My " RIDGE FASTENED AT "L" BRACE TO EXTEND BOTT. CHORD FOR 4 EACH JOINT w/ (3} AT LEAST 90% OF WEB 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" (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 OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE16d NAILS N// 10d NAILS @ 6" O.C. 2x4 BLOCKING @ 24" FIRST (4) ROWS OF fN (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL E ES AND 12" O.C. FIELD O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED Z_ SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION -- = - 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 BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.OU.C. SAMEMMON INUMBER 0 ROWS, SAME SLS. (ONE INTO EACH PACING) NG DE FACE OF „ _ 1 , D ) g SEE TYP. WALL SECTION FOR SCALE.. 3/4 0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION T ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. SrJ TOENAIL t (2)16d NA 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 10 SCALE: N.T.S. �S�5 vvn , . v�.r-u n•u GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING NKt-tNUINttKtU WOOD TRUSSES 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 _tlulV 1. Mr-ANINU GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 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) 0 Z W \.BRACING w/ (3)1Od x 3" AT i 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-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 211x8" 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 HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES (TYP.) GABLE TRUSS 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 END JACK 1 V-0" MAX. 0 0Y a ✓,9 O� CORNER JACK U C W Z x 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: LTOP 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) IT" 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 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 eh \ hJ 0 C" 0 M Uj _:: d > W t G a� o �LLCt 12 In !V L n�o� t[ cam+ Y E c Q = U � 3 � L =1 a 7 U U 67 o oZrrii��,�,�d�� • �j is LO' :i 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. �J F o �E 8 U 0 (00) CC0> - w " n J Q �M� M ti LL W Z w a W �o C� rn W Z LL � c m w N co Z Q J N 00 �d U _, U n W ❑ ❑ Cl) Z N C7 z � z � Q � E3 N z CDU_ o —� O g N Ly N U w ~ J E 2 8 i.. _ ' 'I Qto U 5 � � Q f 0 C::)w if■ CIDZ �, Z LL ox E E Zo z® Z- Ri C O o �� 0 XU dr <= Up 0U 0¢ Wz N a � I < g �H � p � - z U ym .0 Z z N C) J ° F QW [� Z '�o N � op LL aZ �w W T � U 4 'aLL 3 � 00 h �t zla ¢T O C O i > iLo N 1..� Occ rn cm i C) :3b >� > �1 Q O U) mCU N C U')Ito— +_j co C:)CO o co L() T Q M T w Lfl M N o Z f0 Z O E O T N C a U J N Q p JOB NO: 22-12355 SCALE : AS NOTED SHEET NO. S5