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E! Q) 2! V) Ln C*14 Ln CD C*4 U_� co cc C14 C71 Hi co CID flo 2 CD 15 j 00 1-0 C111 0 E 0 LZ 01 G 0 CD CN Uj — — — — — — — — — — — — — — — — — — — — — — — SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H10A wl (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x I NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA 2"x4" SEE STRUCTURAL NOTES - 1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS I SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE I @ 24" O.C. / NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDUL E TOP CHORD---�. SHEATHING DETAIL @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR x FIRST FOUR X\ 77— 45'± ,41'± TOP CORD BLOCKING ROWSOF 45' t 24" MAX. TOP CORD BLOCKING 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H 1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2) 10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROS BRACE 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 I TYPICAL @ RIDGE FASTENED AT I 1" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER X4 K KERN 2x8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d @ 8-4- O/C. @ 8�_Oli�O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4CROSSBRACE WEB LENGTH & NOTCH AT EA. END Cq) 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) I 2x6 P.T. GAB ETRUSS RIDGE FASTENED AT I SILL 112" CDX PLYWOOD OR EACHJOINTW/(2) 10d SIMPSON H2.5A w/ (10) 8d _---FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING - - - - - - - - - - - - - - - - - - - _j ATTACHED W/ 10d EA. END SIMPSON HGAM1( W/ (4) 1/4"xl 112" SDS SCREWS TO BLOCKING & (z 1/4"x2 3/4" TITEN TO CMU 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 (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" 10dX3" @ 3" O/C //--THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD 2x4 PANEL BLOCKING a 2x4 "T" ON TOP OF PANEL BLOCKING_.�, SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD O.C. FOR THE FIRST (4) WEEPSCREED FASTENWITH 10dx3" @4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH 1" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. EA. END TYP. TOP & 5/8" x 10" "J" BOLT @ 48" O.C, I I WEEP SCREED BOTTOM ATTACHED w/ (2 H_�MOISTURE BARRIER 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT 6 INSTALLED PER MANUF. 16d TOENAILS TI LO SIMPSON HETA20 w/ (8) O.C, MAX w/ MIN. 4" EMBEDME1NT IN KO BLOCK - PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER 1 Odxl 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH NOTE: IF EMBEDDED O.C. MAX) wl MIN. 4" GABLE WEB STRAP MISSED VERTICAL EMBEDMENT IN KO BLOCK WEB, USE MSTAM36 w/ (7) SECTION -SECTION 1 Old NAILS & (4) 114"x2 1/4" SCALE. N.T.S. TITEN ON OUTSIDE �5 SCALE: N.T.S. 1\ �5 SIMPSON H10Aw/ (18) L BACKNAIL W/ 2 16d NAILS x , SEE STRUCTURAL NOTES - SP8 FOR 2x8 WALL) AND NAILING SCHEDULE FOR SHEATHIN DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE 4" MAX. ELEVATIONS) 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) 10d & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2) 10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 1__�_112" 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 BOTTOM ATTACHED 48" 2x BLOCKING W/ (2) 16d TOENAILS M 2x4 "T" ON TOP OF PANEL SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA OUTLOOKER (2) 16d NAILS 2x4 OUTLOOKER LE@ �24" O/C TOPCORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ M AX. EDGESOF SHEATHING TYP. -1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r--GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS 6" O.C. EDGES AND 12" @ O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 112" BLOCKING, FASTEN WITH SIDS SCREWS TO TRUSS & (4) 1/4"x3" ) 1 Odx3" @ 4" O/C SIMPSON SP2 wl (12) 10d SIDS SCREWS TO PLATES AT 36" 0 C 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION r4 - N.T.S. SCALE. SCALE: N.T.S, �5 �5 ( ) 1 Od x 1 12" AT EA 2x4 OUTLOOKER -REFER TO DETAIL J SEESTRUCTURAL OUTLOOKER @ 24" O/C r ON SHEET S5 FOR NOTES AND NAILING TOPCORD X-BRACING, AND TOP C14 FF SCHEDULE FOR BLOCKING FOR CHORD BLOCKING tD ;o SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 711- 2 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES 00 ;0 APPROX. 8" FROM SHEATHING TYP. 'I RIDGE FASTENED AT -1" BRACE TO EXTEND -2x4 RAT RUN BRACING I t12 EACH JOINT W/ (2) t 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 --- �: 112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 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 (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. 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 .2x4 BLOCKING @ 24" (D � 0.148 ", L = 3") OR EQUAL (D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL END TYP. TOP & JACK TRUSS O/C wl (2) 16d 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 =T=:q \Z> 1--_11 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. x7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL_j/ -------- OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2 4 B OCKING W/ BLOCKING, FASTEN WITH x 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. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF T7_ NON - LOAD BEARIN LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - r SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" V-0" SECTION TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� 9 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) 1 Odx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. �5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL N.T.S. SCALE. 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 WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) I v \V z W \-BRACING w/(3) 10d x3"AT y EACH CONN. @ 24" O/C SIMPSON HGAM 1 OKTA W/ (4 _q�\ MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" \-BOND BEAM TITEN TO CMU MASONRY WALL nt--- 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING-", 2x4 "T" BLOCKING @ 48" O.C. 1/_16d NAIL "L" BRACE ATTACHED W/ 1 AILS P 4 O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. -- -16d NAIL 1" BRACE ATTACHED--\,\",, W/ 10d NAILS (a) 4" O.0 . TYPICAL I X 1-4 W L GABLE TRUSS WEB SINGLE "L" BRACING DETAIL//' 6 SCALE: N.T.S. 11`�S M DIAPHRAG BLOCKING @ 48" O/C LE TRUSS ,,-GAB TRUSS V ERTICAL (2) 2"ff' 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE/, 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CHORD BRACING 2X4 MIN. _T CONTINUOUS BOTTO d LU - - - - - - - - - - - d Uj :;T ->< . 6 - 1 0 - z E? LLJ W 00 6 9 9 _71 9 4 -- — — — — — d Uj d UJI ARCHITECTURAL FINISH NOTE' EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP, WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-0" T-10" - 6-10" 6-10" & 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 wl (4) 1/4"x1l 112" SDS GABLE END BRACING DETAIL SCALE: 3/4"=V-0" SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 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 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 0 >0 (D V Cn C) CD < 0 L�Lj LIJ 0 ri-_ V) _31 E 0 V) C-) C4 . C-1) -0 CO CN C3 -C U_ 00 15 0 U) < cm S_ Al I BID .1 C B D C U) z LU f� 9:� 1�_ !] �, -. U_ LU S, LU z 0 ZE; E' In ", 0 I zz %VWA(Clj�ENG.P, < 55� 4� F ....... 1�0 F ESS To the best of the Engineers knowledge, information and befief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Gth Edition Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com cl� z< zo� < U.4 0 0 OCEZ L� co E 14 E W 0 < < z 0 qj z _0 D 2: ru Q) to 2: IS U U0 < Cr �Rz " 0 UO U ow o< r- t 2 - rj r11_. < < < 00 1q_ Cc, r_j gom LLJ Lr) < < W t� 0 z 00 IL�o 14: r-.j tu- us') co 0 C:) C� U_j 1z Z r_1 SCALE ASNOTED DATE 10/2/2018 TECH: MIAMES VERSION No' 42 SHEET NO. S5