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��.,�».. .. L' ' ..„eJ i. .re I � .. I ,j, .;..;, stag - - — --_ - - -- - dA- - 1 r i.:L:� - _ �1La'l1Lla SIMPSON HGAM11 wl (4)1/4"xl 1/2" SDS SCREWS" TO BLOCKING & 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 wl 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES I () ( ) SHEATHING DETAIL OUTLOOKER7\ OUTLOOKER SP6 FOR 2x6 WALL E " @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. TOP CHORD SHEATHING DETAIL 4.7-4 FOR SHEATHING DETAIL BLOCKING FOR • FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A 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" O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM OUTLOOKER EDGES OF _ OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT „ „ L BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'4" 0/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 H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d 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 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 1 SHEATHING ATTACHED 10d NAILS 6" O.C. Itt INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, 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)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3116"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 wl (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE US SP8 FOR 2x8 WALL) LOUBLE SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4"MX. (OPTIONAL - SEE BLOCKING FOR FO.C. ELEVATIONS) FIRST FOUR ROWS 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)10d & (2)10d RIDGE FASTENED AT "L" 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 ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x ON TOP OF PANEL O.C. FOR THE FIRST (4) M i I I BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "r ON TOP OF PANEL SIMPSON HGA10KT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C EA. END TYP. TOP & BLOCKING, FASTEN WITH BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & "x3" SIMPSON SP2 w/ 12 1 Od 2x4 LEDGER (MATCH BOTTOM 16d TOENAILS SDS SCREWS TO PLATES ATT 36" O.C. NAILS AT EACH STUD 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 BACKNAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 10d x 1 12" AT EA. REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR ON SHEET AND TOP NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION tO °° SHEATHING DETAIL -ill 2 2"x4" CROSS BRACE WOOD TRUSSES 80 go APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING ID EACH JOINT W/ (2) • AT 24" O.C. ON TOP OF 1 1 1 1 2" " 10d & (2)10d TOE • BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT a „ " 11 @ 48" O/C FOR THE (2)16d NAILS (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 2x4 BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. • @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C w/(2)16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DQ 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 "T" ON TOP OF PANEL 2x4 OUTLOOKER 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d @ 24" O/C WOOD TRUSSES TOE NAILS AT EACH END @ TOP CORD 24" O/C (TYP) BLOCKING FOR FIRST FOUR ROWS x X OF TRUSSES @ :X "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS z 11/2" CDX PLYWOOD OR 7/16" a OSB SHEATHING ATTACHED BRACING w/ (3)10d x 3" AT = W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAMI0KTA w/ (4) MOISTURE BARRIER JACK TRUSS 1/4"x1 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU MASONRY WALL It OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 09 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN.K—D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION rg SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. 0 N n L 45° I MINIMUM 2x m CROSS BRACING (SEE PLAN FOR N LOCATIONS) (2)16d PER JOINT 2 CIO O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 oo CROSS BRACING DETAIL J t N SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C 2"x' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. c 1 GABLE TRUSS o ac "L" BRACE W/ 10d @ 4" O.C. Q (SEE SCHEDULE FOR SIZE 0o 12 AND LOCATION) i 6.9 MAX. E S5 Jq N Lz 0 6 � S5 It it ?2 ' r-- 1 II II It II It u n n u n n n 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 S5 SCALE: N.T.S. 15 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP - MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (SM: SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 "T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB --/ SINGLE "L" BRACING DETAIL/"_6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 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. ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) KE 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.) 111 BRACE 74" (U.N.O.) "L" BRACE 24" 010" - T-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" NAILS @ 4" 0/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.) I— i—GABLE TRUSS VVI�1. VLI'9l111�V 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. yGo 0 C7 a 9c� CORNERJACK Y a W Z x O U 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 SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL �a Zit LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 ova 7` M z z 10 a a z 4--J w o •O w F �N U L31 m � w � U c t"GO cR M Q LO�o MD. N_ �D � ��pp � IA N $ q Om ; 00 Z z�.re.;. al L r` . 15t W "' a �LU ZV��a OLL� m � Z H grn d 1111 �t v ❑. %0 < - --J C14 E S S 10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com U z< V z U 0 z �W o O r L ; � � !�^/� vJ g �z OC Q Z O sar Uj 0 0 L / M � NI Ln Q Hom N L�-� a Z J r-1 rlI Ll.I iU � Z S Q Z z Z U)S m � 00 g W z �W ° o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO, 5ol SHEET NO. S5