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----------------------- SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) I NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. I OUTLOOKER I TOPCHORD @ 24' O.C. 7 NAILING SCHEDULE FOR N SHEATHING DETAIL I SHEATHING DETAIL I BLOCKING FOR FIRST FOUR BACKNAIL w/ (2) 16d NAILS 2"x4" SEE STRUCTURAL NOTES - OOKER AND NAILING SCHEDULE @ 24-1 O.C. FOR SHEATHING DETAIL OUTL ROWSOF 45* 24"MAX. �4" M �AX TOP CORD BLOCKING 45*± 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H1 OA wl (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3" EDGES OF 2x4 CROSS BRACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF I TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER x P#2 1" BRACE TO 48"O.C. EACH JOINT W/(3) 10d AT LEAST 90% OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 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 I I FROM LEDGER TO 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING - - - - - - - - - - - - - - - - - - - - - - - ATTACHED W/ 10d EA. END NAILS @ 6' O.C. EDGES YPSUM WALL BOARD � GABLETRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48' O.C. FOR THE FIRST I 1 OdX3' @ 3' O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16' I kv LA I THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6' O.C. N I I INTO 2"x6" P.T. PLATE 2'x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12"O.C. FIELD 2x4 T'ON TOP OF PANEL RI I WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL A NOTCH "L" BRACE HERE @ 48' O.C. MOISTURE BARRIER 5/8" x 1 0""J" BOLT@ 48" O.C. 1 WEEP SCREED 5/8"x 10""J"BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 1 0dx1 1/2" NAILS AT V-01' INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) 3 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 0dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24' & (4) 1/4-4 1/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x2114" SCALE: N.T.S. � �5 SCALE: N.T.S. TITEN ON OUTSIDE CD co CD C'4 i F3 M cq �8 C14 02 El M L SIMPSON HGAM11 W/ (4) 1/4"xl 1/2' SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR Cn NOTES AND NAILING X-BRACING, AND TOP C14 SCHEDULEFOR CHORD BLOCKING ;o ;o SHEATHING DETAIL INFORMATION M a 2"x4" CROSS BRACE WOOD TRUSSES 00 ;o APPROX. 8"FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24"O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2X4 PANEL BLOCKING ATTACHED W/ 2 - 16d 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' O/C FOR THE FIRST (4) ROWS OF 2X4 BLOCKING @ 24' OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. r (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 END TYP. TOP & O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x 1 Od x 1 12"AT EA. 12" AT EA STUD (USE BACKNAI L w/ (2) 16d NAILS OOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - AND NAILING SCHEDULE OUTL 7 ///"r— i FOR SHEATHING DETAIL 1 1- .2x4 OUTLOOKER @ 24" 0 ' C. (OPTIONAL - SEE TOP CORD BLOCkING FOR FIRST FOUR ROWS 24" MAX, ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL BLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/(2) 10d & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END /r- SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2) 16d NAILS \2x BLOCKING BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 PANEL BLOCKING rn) 48"A O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2 4 '-r ON TOP OF PANEL SIMPSON H1 OA w/ (18) 10d x 1 12" AT EA OUTLOOKER (2) 16d NAILS - 2x4 OUTLOOKER @ 24' O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. SHEATHING TYP. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r--GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 10d NAILS @ 6' O.C. EDGES AND 12" O.C. FIELD -2x4'T'ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2� MAX. x SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4'x3' BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) Z� SECTION SECTION r4 SCALE: N.T.S. 1\ �5 SCALE: N.T.S. � �5 SIMPSON H10A w/ (18) 10dxl 12"ATEA OUTLOOKER (2) 16d NAILS 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 2X4 T'ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 72x4 OUTLOOKER @ 24' O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB r-GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16' OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6' O.C. E E AND 12" O.C. FIELD 1_`1 JACK TRUSS S SEE PLAN FOR X�]ICIONNECTION 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARIffG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (8 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5 �5 2"x4' OUTLOOKER @ 24' O.C. W/ (2) 10d PER JOINT IINIMUM 2x I OVERLAP TRUSS BRACING - :ROSS BRACING AT LEAST TWO TRUSS SPACES OVERLAP 3EE PLAN FOR WOOD TRUSSES OCATIONS) 1 Odx3" O/C TOENAId 6 H O/C 2"X411 RUNNERS W/(2)16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 CROSS BRACING DETAIL J� SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2X4 TRUSS BRACING SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL i(�M GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. S5 V BRACE W1 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA W/ (4) 114"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING wl (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) t\-BRACING w/ (3) 10d x 3" AT N \EACH CONN. @ 24' O/C -MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) KoT SEE TYP. WALL SECTION FOR SCALE: N. k\_S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1"BRACE (1) 2'x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) 1' BRACE 2411 010' - Y-10" Y-011 - 61-0" 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4-xl 1/2' SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) GABLE END BRACING DETAIL SCALE: 314"=I'-(r MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/(12) 10d NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU a CORNERJACK U z Cr 0 -11 1 N I I i HIP FRAMING REFERENCE PLAN z LU 2x4 BLOCKING --2x4T'BLOCKING @ 48' O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4" O.C. TYPICAL GABLE TRUSS EB DOUBLE "L" BRACING DETAIL SCALE: N-T-S 2x4'T'BLOCKING -qv 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED 16d NAIL TYPICAL W/ 10d NAILS @ 4" 0. ); �jt 4 PA L GABLE TRUSS WEB SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C BLE TRUSS 9ET5"'-GA TRUSS VERTICAL (2) 2"x8""L" BRACE -/ I I FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX W BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Aq L WE Ro NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 BCS1 1-13 SCISSOR TRUSS SCISSOR TRUSS ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-O"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 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 0 0 2, - CD 2_� 8 :z < --I 0 U.J U 0 LU Lh FLO V) 1 123 LU E =: LLO 'c, 8 Cc- IC, U = U_ 00 15 - co A < �A I R ED. N-C-B-D-C vi zw - \'W/ 00 z :3 12 LU 05 9 F, t W qj < A 'S z 0 < U) 44 %%% 11 z *A LL V� F ROFESS" To the best of ft Engineers knowledge, information and beflef, the structural plans and specifications contained wM!n ftse drovirings comply with the 2017 Florida Building Code - Residential ft Edition. Engineers signature and seal is only for 9 ctura engines ng po ons a ng "gas wring Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 16 'R UJ z UE 0 z w 0 Lu z -0 4f I- o U En Li— Ro r- 1915 o6z 00 uj z z LLI V_ f'*4 Lr) L13 JjS28� < Z Lij z kq 8 In M r'14 z Z o 9 F5 oui Uj M 1z r_% M ul SCALE AS NOTED DATE 4/5/2019 TECH: JIBERCHAL VERSION No' 4o2 SHEET NO. S5 zz