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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR 2"x4"OUTLOOKER SHEATHING DETAIL SEE STRUCTURAL NOTES AND @ 24" O.C. 7 NAILING SCHEDULE FOR TOP CHORDOR SHEATHING DETAIL BLOCKING F FIRST FOUR SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS 2"x4l' 1 Od x 112" AT EA. OUTLOOKER SEE STRUCTURAL NOTES - OUTLOOKER @ 24" O.C. AND NAILING SCHEDULE FOR SHEATHING DETAIL ROWSOF 45* 1 24"MAX. TOP CORD BLOCKING 45*± 2X4 CONT"L" BRACE TRUSSES @ HlOAw/(18) FOR FIRST FOUR FASTENED W/ (2) 1 Old 3' EDGES OF 2x4 CROSS BRACE 10d x 112" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGESOF TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER ;4 x 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 WEBLENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. A 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)10d TOE NAILS 1 160 BLOCKING r _j ATTACHEDW/10d EA. END NAILS @ 6' O.C. EDGES GYPSUM WALL BOARD ]i GABLE TRUSS AND 12"O.C. FIELD I 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 1/2" CDX PLYWOOD OR 7/16" I DQ THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6' O.C. EDGES AND 12" O.C. FIELD 2x4 "T" ON T6P OF PANEL RI OCKING WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4' O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48"O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 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. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER L SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4"EMBEDMENT IN KO BLOCK MOISTURE BARRIER 10dxl 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 STRAP MISSED VERTICAL SECTION O.C. MAX) W/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION r2 WEB, USE MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. 1\ �5 SCALE: N.T.S. 1\ �5 TITEN ON OUTSIDE SIMPSON HGAM10KTA W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 314" TITEN TO CMU BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING X-BRACING, AND TOP SCHEDULE FOR CHORD BLOCKING to go to SHEATHING DETAIL INFORMATION 2 2"x4" CROSS BRACE WOOD TRUSSES 90 00 A 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 ATTACHEDW/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. (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 wl (18) SIMPSON SP4 wl (6) 10d x 1 Od x 1 12"AT EA 1 12" AT EA STUD (USE '7 BACKNAIL w/ (2) 16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCkING O.0 (OPTIONAL - SEE FOR FIRST FOUR ROWS AX. 24" MAX. ELE'VATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE 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) 1 Od & (2) 1 Od EACH JOINT W/ (2) X<..A TOE NAILS @ EA. END 10d & (2) 10d TOE /-2xFRAME WALL (SEE WALL NAILS @ EA. END 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 & T (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A tk 2x BLOCKING W/ (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H1 OA wl (18) 10d x 112" AT EA OUTLOOKER (2)16d NAILS - 2x4 OUTLOOKER @ 24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. AT LEAST 90% OF WEB -"L" BRACE TO EXTEND 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 -2x4'7" ON TOP OF PANEL 3 BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 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) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT STUD WALL (SEE TY TRUSS) P. SEC.) SECTION SECTION (S:� r4 SCALE: N.T.S. 1\ �5 SCALE: N.T.S. 1\15� SIMPSON H1 OA W/ (18) 1 Od x 112" AT EA. 2X4 OUTLOOKER OUTLOOKER @ 24" O/C r TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH(S EE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED t W/ 1 Od NAILS @ 6" O.C. ES AND 12" O.C. FIELD JACK TRUSS - ---- - SEE PLAN FOR - - - --- - ------ �-TIN E CT 10 N 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PRO IDE /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 L 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2) 12d TOENAILS 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. kq NON - LOAD BEARINf, LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF iI( �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION r9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. �5 IINIMUM 2x �ROSS BRACING 3 )EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5 C'4 r- CROSS BRACING DETAIL ri SCALE: N.T.S. �, �5 00 .0 GABLE TRUSS 2"x4' OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT ILI 10dx3"O/C@_/ 2"X4_"��-J TOENA 6" O/C 6d RUNNE W/ (2) 1 TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. "L' BRACE W/ 10d @ 4' O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S F7 IT S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE 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 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ WOOD TRUSSES 24' O/C (TYP) v Ill v X/— N__ BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24' O/C \MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH SIMPSON HGAM10KTA W/ (4) 1/4"xl 1/2"SDS SCREWS TO BLOCKING & (4) 1/4'X2 3/4" TITEN TO CMU 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 1" BRACE (1) 2"x4' (U.N.O.) 1" BRACE 2'x6" (U.N.O.) 1" BRACE 2411 0-01' - T-O" 3141 - 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" 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'xl 1/7 SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \--STUD$ @ 16"O.C. GABLE END BRACING DETAIL SCALE: 314"=I'-T MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 z W 2x4BLOCKING--,,,,,, --2x4'7" BLOCKING @ W O.C. / -1 6d NAIL "L" BRACE ATTACHED W/ 7 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL SCALE: N.T.S. �,S5') 2x4'T'BLOCKING 2x4 BLOCKING @ 4 48" O.C. 'I-, �' IV ��aw 4� A 1" BRACE ATTACHED- 16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C EMEIET 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. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5-i I r- CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. NOTE: 'S TRUSS ENGINEERING 1) SEE TRUSS MANUFACTURER 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 BCS1 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL TOP & 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) 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 < V) 0 0 (1) - C/'3 4--J LU . (113 0 0 LU U I U_j f - P Cn 2 � 0 r- < A I 42 :2 0 IN 0 -� z le, 5 d aot , q- W LU ri 1 .1 � I v m 0 Z %\ .11 C, ��4u D OOf RO FESS\C) To the best of the Engineers knowledge, lnfDffnatlon 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 Engineers signature and seat. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Lu za< ujr W, 0_05 CU > cn __j iz z C IV e-s 0. — < LU H 0 '0 U r-4 0 F?zo P, r < I= 196 6.mi g8 C"4 < A<� z z LLJ _j Ln YL < LL 00 r4 < Z z I 8 00 z :5 L Uj T r1l v__4 10. (n a AS NOTED -SCALE DATE 10/29/2018 TECH: MJAMES VERSION NO' 4mO SHEET NO. S5