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3 c 0 �O 00 LO rn C" a c J SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x NAILING SCHEDULE FOR 2"x4 1 Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA, SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 " @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE TOP CHORD SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND ,- „ EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST (SEE A WEB 2x4 CROSS BRACE @ 8 0 0/C. WEB LENGTH & NOTCH AT ' EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ .• BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 4 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4) 7 WEEP SCREED FASTEN WITH 10dx3" @ 4" 0/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM INSTALLED PER MANUF. NOTCH "L" BRACE HERE @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP & MOISTURE BARRIER WEEP SCREED BOTTOM ATTACHED w/ (2) ::�� 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SECTION 1 O.C. MAX) w/ MIN. 4" GABLE WEB SECTION ECTI O 2 STRAP MISSED VERTICAL EMBEDMENT IN KO BLOCK J WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) J 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO ' ' 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ .• BLOCKING ATTACHED W/ 1 Od EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING @ 4 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4) 7 WEEP SCREED FASTEN WITH 10dx3" @ 4" 0/C SPACED 2"x6" P.T. SILL ROWS OF TRUSSES FROM INSTALLED PER MANUF. NOTCH "L" BRACE HERE @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. EA. END TYP. TOP & MOISTURE BARRIER WEEP SCREED BOTTOM ATTACHED w/ (2) ::�� 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SECTION 1 O.C. MAX) w/ MIN. 4" GABLE WEB SECTION ECTI O 2 STRAP MISSED VERTICAL EMBEDMENT IN KO BLOCK J WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) tAT CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 O 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J - SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR r NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING C° - 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1 12 2"x4" CROSS BRACE 24" MAX. EDGES OF - WOOD TRUSSES Co co APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2X4 RAT RUN BRACING 1 1 2" " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 /� NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d `7Ut� �7 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT C J4 @ 48" O/C FOR THE (2) 16d NAILS OSB SHEATHING ATTACHED " 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 FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/C w/ (2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 4112") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 OFPANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION 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 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x OVERLAP TRUSS BRACING :ROSS BRACING PRE-ENGINEERED 6" OVERLAP 3EE PLAN FOR WOOD TRUSSES AT LEAST TWO TRUSS SPACES 1 Odx3" O/C @" OCATIONS TOENAIL 6" O/C 2"x4 W/ (2)16d TYPICAL RUNNERS (2) 16d PER NAILS iTUAX JOINT t— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri l ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 °I ° a °. ° ) ^ a I a CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. \-MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) \\-MOISTURE BARRIER 1/4"x1 1/2"SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 73 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/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. '�II�I■ II■r II�11 �IG�� ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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" - 3-0" 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 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"WAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 14'X1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i—GABLE TRUSS `—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 SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 11'-0" MAX. p X CORNERJACK CD Y � U 2 w z CU " HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS 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 a O c� M �IFNI o o 0 co Cq o Em z v ¢ 0_ N M Ln z ^' V/ _ _ C—/'3 Y o o Q IwU) � LU N c�f o v m W s o a I r = U 'o • CL U' w ® 0 <C rn m m N N s om a Z W o W Ze ¢ ,� 44 Cc) IUL< fY� �&.J R 44 "�_ '?0'rSStO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti o M z w z o CL � � w° za M 20U X W UO U _ E O a0 o 0 oa az N�o L Qz WW V) C 6 mo zF J 2 O ¢ ° Q W �z � N 0 30 a �w W O co '0 0-" � zIa � 3 C C)O ^L, 'W > .> Q U) O Q co C N n' m UO C W T c r ■� TO LO co tV T T m � v; z c O N ci E - d a U QD p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. S5 '