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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAI L W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 wl (6) 10d x NAILING SCHEDULE FOR 2"x4" 1 Od x 112" AT EA. SHEATHING DETAIL 2"x4"OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 112" AT EA. SEE STRUCTURAL NOTES OUTLOOKER -1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) " OUTLOOKER SP6 FOR 2 6 WALL USE " I 1 TOPCHORD @ 24 O.C. 7 NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING F OR FIRST FOUR ROWSOF 45* 1 TOP CORD BLOCKING 45*:t 2,' 2X4 CONTT" BRACE TOP CORD BLOC . K I ING TRUSSES @ NBRACE 1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 1 Od 3' FOR FIRST FOUR ROWS EDGES OF 2x4 CRO SBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT 'ILI' BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2"L" BRACE TO 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90 % OF WEB @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ 2x4 CROSS BRACE 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 SILL 1/2" CDX PLYWOOD OR EACHJOINTW/(2) 10d SIMPSON H2.5A w/ (10) 8d ----FROM LEDGER TO 7/16"OSB SHEATHING &(2)10dTOE NAILS@ DV BLOCKING ATTACHED W/ 1 Od EA.END -\- NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS /11 AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1 OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" -9 v I THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED - DQ 1 Iff "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD L wl 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING 0 2x4 ON T6P OF PANEL BLOCI(1' WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C S' ED P A C_ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEPSCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 wl (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 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od 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 ri GABLE WEB SECTION r2 WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4'x2 1/4" SCALE: N.T.S. � �5 SCALE: N.T.S. �5 TITEN ON OUTSIDE SIMPSON H 1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS x , SP8 FOR 2x8 WALL) 711 10d x 1 12 AT EA. SEE STRUCTURAL NOTES OUTLO&ER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN9 DETAIL F@ 24' O/C 2x4 OUTLOOKER @ 24" -1-0.. TOPCORD ___' 24' MAX. . (OPTIONAL - SEE A BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2) 1 Od & (2) 1 Od RIDGE FASTENED AT 'ILI' BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF AIL ATTACHED w/ 1 Od NAILS W/ 1 Old NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6' O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 48"A \\-2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH M A- -\: 2x4'7" ON TOP OF PANEL 1 Odx3" @ 4" O/C BLOCKING, FASTEN WITH SIMPS6N HGA1 OKT w/ (4) 1/4"xl 1/2" ) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) r4 SECTION SECTION SCALE: N.T.S. SCALE: N.T.S. � �5 -REFER TO DETAIL J 1 Od x 112" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL--,,,, OUTLOOKER F@ 24" OIC X-BRACING, AND TOP NOTES AND NAILING N171 TOPCORD CHORD BLOCKING SCHEDULE FOR BLOCKING FOR INFORMATION 90 to SHEATHING DETAIL FIRST FOUR ROWS M OF TRUSSES @ 1112 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOODTRUSSES 00 CIO H APPROX. 8 FROM SHEATHING TYP. RIDGEFASTENEDAT 1" BRACE TO EXTEND - 2X4 RAT RUN BRACING L_ 1 ]12' 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 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING --- 1/2"CDX PLYWOOD OR 7/16" 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 (2) 16d NAILS OSB SHEATHING ATTACHED 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 FIRST (4) ROWS OF TRUSSES FROM EA. It ES AND 12" O.C. FIELD O/C w/ (2) 16d (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 & 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 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS 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 2x4'7" ON TOP OF PANEL—/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1063" @ 4" O/C (2) 12d TOENAILS 01 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 9 EXT. WALL CONN. @ 6: COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 ADDITIONAL INFORMATION. LO LO SIMPSON HGAMfl W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (1 1/4"x2 3/4" TITEN TO CMU E5 MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) k� (2) 16d PER Jun I CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_""� SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2) 10d PER JOINT 1 Odx3" O/C @__/ 2"xi�-- TOENAIL_j 6"O/C RUNN W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS 1" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. 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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �5 S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \-MINIMLIM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 'L" BRACE W1 10d @ 4' OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING wt (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) I v z M v \-BRACING w/ (3) 10d x3"AT EACH CONN. @ 24" O/C SIMPSON HGAM10KTA w/ (4 \MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4 'x2 3/4' \-BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING-"", —2x4'7"BLOCKING @ 48" O.C. 16d NAIL "L" BRACE A IED LS TTACHE 4j- 1 Od NAI . TYP @ O.0 ICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. S5 2x4 BLOCKING @ 2x4'T'BLOCKING 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C ,-GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" 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 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. M� FOrl ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. 5" NON LOAD BEARING LOC ATR (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.) 'ILI' BRACE 74" (U.N.O.) 1" BRACE 2411 0-0" - T-O" T-10" - 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 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 TRUSS _WN 1. 0MANINU GABLE END BRACING DETAIL SCALE: 3/4"=V-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-10" MAX. lJlj 0 CORNERJACK 0 z 0 HIP FRAMING REFERENCE PLAN E S5 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 BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL a: 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) 1 Od 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 < __j U) 27 Ln (D 0 4--J c) 0 U_j Lh F-- ce) 120 01- 1 CINI 0 0c, M co - co < 0) & C; Al I BID. 00 z Im I a! '-_ .5 C� JU LU U Z 0 z T " LLI WN 0 v 04 PIC < 6, F '�OFESS\o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LE N NAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com �3 UJ gli > iR X: z gz C: 0 LU U 01 < dl8i � I R� V, �;t UJ < Z z LU V-4 Ln z z Z Ln 0 rn 06 v__q :5 0- LU tn a SCALE AS NOTED DATE 10/2/2018 TECH: MJAMES VERSION No. 4oO SHEET NO. S5 zz