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rn z rM o ' J Cn O LO Cn rn i 0 i E O v c c J N LZ f2 O U v a 0 UI U y 'o a a 0 0 U -O.I N M 00 CD 0 a 0 v W 0 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) O Od x NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 SHEATHING DETAIL 2"x4" OUT SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER ( () ( ) @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 1Od x 1 12" AT EA. @ 24" 0 C SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES OUTLOOKER TOP CHORD F SHEATHING DETAIL FOR SHEATHING DETAIL AND NAILING SCHEDULE 2Fx4 OUTLOOKER BLOCKING FOR :•ZA _x jq\ FOR SHEATHIN DETAIL @ 24 0/C FIRST FOUR a5° t 24" MAX. 2x4 OUTLOOKER @ 24" TOP CORD ROWS OF TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING O.C. (OPTIONAL -SEE 4" MAX. BLOCKING FOR TRUSSES @ SIMPSON H10A w/ 18 ( ) FOR FIRST FOUR FASTENED W/ (2)1 Od 3" FOR FIRST FOUR ROWS ELEVATIONS) 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 °� OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO ° 2x4 CROSS BRACE APPROX. 8" APPROX. 8 FROM SHEATHING TYP. A 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)lOd TOE NAILS @ ° AT LEAST 90 /o OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. EXTEND AT LEAST 90 /o OF WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2)10d RIDGE FASTENED AT L BRACE TO EXTEND \ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) TOE NAILS @ EA. END EACH JOINT W/ 2It 10d & 2 10d TOE) () - AT LEAST 90% OF WEB LENGTH SEE TABLE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x FRAME WALL (SEE WALL NAILS EA. END @ ( ) GABLE TRUSS SILL • 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 1 Od FROM LEDGER TO SECTION FOR SIZE & SPACING) 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR — ATTACHED W/ 1 Od EA. END : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS 6" O.C. EDGES °� TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED (2)16d NAILS 10d NAILS 6" O.C. BOTTOM ATTACHED "T" "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ 2x4 PANEL BLOCKING @ 48" 2x BLOCKING EDGES AND 12" O.C. FIELD W/ (2)16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" 0/C FASTEN WITH 1 Odx3" 4" O/C SPACED @ @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL NOTCH L BRACE HERE EA. END TYP. TOP & SIMPSON HGAIOKT w/ (4) 1!4 x1 1/2 MOISTURE BARRIER „„ „ 5/8 x 10 J BOLT @ 48 O.C. BLOCKING FASTEN WITH WEEP SCREED BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C • SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ (12)10d 5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM �° SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS 2 4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU EXT. WALL CONN. NON - LOAD BEARI G LOCATI SEE TYP. WALL SECTION FOR SCALE: 3/4" ADDITIONAL INFORMATION. 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 x CHORD SLOPE OF ADJACENT DBL. TOP PLATE 1 Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS TRUSS) STUD WALL (SEE TYP. SEC.) 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" 1 EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. ��5� TITEN ON OUTSIDE ON - -1'-o SIMPSON H1 OA w/ (18) BACKNAIL W/ (2) 16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SHEET S5 FOR N '' SEE STRUCTURAL OUTLOOKER @ 24" O/C X- X-BRACING, AND TOP r ' NOTES AND NAILING TOP CORD CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR INFORMATION `� 00 °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES ES @ 2"x4" CROSS BRACE 24" MAX. OF - WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND -2x4 RAT RUN BRACING % 1 1 2" 1 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 1 2" 10d & (2) 10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END GABLE TRUSS ATTACHED W/2-16d `/ 1/2" CDX PLYWOOD OR 7/16" 2x4 PANEL BLOCKING/_W/ AT EA. TRUSS JOINT l_!1 " (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 OSB SHEATHING ATTACHED @ 48" O/C FOR THE (2)16d NAILS „ 10d NAILS @ 6 O.C. 2x4 BLOCKING @ 24" L CKIN) OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD 0/4 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") 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 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION 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 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS _ 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 " D c� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - 8 TYPICAL NAILING SCHEDULES FOR BUILT UP COLUMNS _ SECTION("9 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 4=� 3EE PLAN FOR OCATIONS) 1Odx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2)16d PER NAILS JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� 12 6.9 1 MAX. SCALE: N.T.S. 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 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. �S�5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES L 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" \_BONDBEAM TITEN TO CMU L1 El MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od 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/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 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.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6 4' & 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. "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS `STUDS @ 16" O.C. 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 1 V-0" MAX. �L CORNER JACK C7 a U Q W Z O U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 u (D z N O � O z N o � z Q — J M d. N E3 M (O � z � � a LL Lo LL a U Ow IN c F= �� � m LLJ m �- T e a l...., �. U o <q 0sm _0 N v O 0 o N w 2 o ,moo d Z � w ;ro W 0 m 7 a W Q W ' Z �.w @ �oaq a o 44 U)LL W a4 A •� v PCs. "R O F E S �//r��, Rlr i I Ittiii0<t To the best of the Engineers 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. o M M z o w z Lj- E 0 E _�� �= *. Z� U O _ o E N XO �¢ O o 51 O� woo Q f L _ C O m 0 SE z,_wm fn J a 0 az z rq U 3 Op LL 0 O z Z �w ~ �0 oz =3 O ¢ - 8 O �1 za o3 C O O .N nL1 W • — 7-- M �..�, > O 2 0 N m co C o • — J LO o I co N N T r ui N r C'') N o M y i Z Z e O 11 U J cc Q a J JOB NO: 19-5909 SCALE: AS NOTED SHEET NO. S5 - I 111 Alo 1I I 11111 111 1 1 1 1 1 1 1 1 l—F T_