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SIMPSON HGAMII w! (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1 /4 x2 3/4 TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL wl 2 16d NAILS SIMPSON H1OA w/ 18 NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" ( } SIMPSON SP4 w/ (6} 10d x 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES OUTLOOKER 1 12 AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) OUTLOOKER 01736 F 2 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETULt AIL BLOCKING FOR FIRST FOUR ROWS OF 45° ± f24"MAX.TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ PSON 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" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX 8" FROM OF SHEATHING TYPICAL OU I LOOKER EDGES OF 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 1 Od AT LEAST 90% OF WEB @ 8'-0" O/C. WEB LENGTH & NOTCH AT MAX. & (2)1 Od TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE BOTTOM CHORD (SEE TABLE EA. END @ 48" O.C. APPROX. 8" FROM ) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d • 7/16" OSB SHEATHING & (2)1Od TOE NAILS @ FROM LEDGER TO ATTACHED W/ 1 Od EA, END BLOCKING 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 1/2" CDX PLYWOOD OR 7/16" 1OdX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS w! B NAILS I G O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 1Odx3" @ 4" O/C SPACED WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. INSTALLED PER MANUF. 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/ 3/16"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)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION 1 EMBEDMENT IN KO BLOCK SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE OR x6 WALL, USE SEE STRUCTURAL NOTES x SP8 FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX O.C. (OPTIONAL -SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 81, 2"x4" CROSS BRACE z 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)1 Od & (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 NAILS ATTACHED w/ 10d NAILS W/ 10d 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 W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) If BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 4�2x4'7 ON TOP OF PANEL SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" 10dx3" @ 4" O!C EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1 Od 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18)1 BACKNAIL W/ (2)16d NAILS Od x 1 12" AT EA. -REFER TO DETAIL J r SEE STRUCTURAL OUTLOOKER ON SHEET S5 FOR CO NOTES AND NAILING X-BRACING, AND TOP r N SCHEDULE FOR CHORD BLOCKING _ 00 Co SHEATHING DETAIL INFORMATION 1 1 1/ ,,. 2"x4" CROSS BRACE -WOODTRUSSES APPROX. 8" FROM RIDGE FASTENED AT -2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 2x4 PANEL BLOCKING ATTACHED W/ 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" 0/C FOR THE FIRST (4) ROWS OF • (2} 16d NAILS 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 = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/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 51/2" 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 "T" ON TOP OF PANEL 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES TOE NAILS AT EACH END @ [24" O/C (TYP) x x OF TRUSSES @ "MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND T AT LEAST 90% OF WEB LENGTH (SEE TABLE) x GABLE TRUSS 0 z ,-1/2"CDX PLYWOOD OR 7/16" W OSB SHEATHING ATTACHED BRACING w/ (3) 1Od x 3" AT z W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C E ES AND 12" O.C. FIELD SIMPSON HGAM10KTAw/ (4) MOISTURE BARRIER JACK TRUSS 1/4"xl 1/2" SDS SCREWS TO SEE PLAN FOR BLOCKING & (4)1/4"x2 3/4" BOND BEAM CONNECTION TITEN TO CMU r1___ MASONRY WALL Vr I nr— LAO I LHIVIINA1 IVN kor tv,L: t%o 0rIlJYY14 rVR J-rLI / E3LUGKINU, I-A5I tN WI I H ZX4 bLUUKINU VV/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS t EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION g SEE TYP, WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1Od PER JOINT IINIMUM 2x ;ROSS BRACING SEE 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 RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. K:�Sp 1 GABLE TRUSS St, "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING 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. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6 OVERLAP `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB 5 DOUBLE "L" BRACING DETAIL_(a:) SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM 7 BLOCKING @ 48" O!C GABLE TRUSS XI TRUSS VERTICAL (2) 2"x8" "L" BRACE -� 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. � ---- LU 4 9 0 z o W - W m c 9 0 d W o X O O X X W 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"x6" (U.N.O.) "L" BRACE 24" 0-0" - 3-0" T-O" - 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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xT 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 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)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 �;�1�3b89I $di�iF/! 'N�` p fit, N JL•'V , < �aa F L.0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F�;qM E co rolo � pp�� � U N N ik C (0 7 LL7 N J at W N 4 cn —�7p 1 LL a aj M W rn M LL W 1,1 a � C''W Z @a R Y °o m0, �_co ��pjO' Qa IY Z LUE p 00 N N Z Q V O J W Z N ch o� z O Q Ln N M z - U ° 0 w o allW U J E U o ¢co N • sm o W co co J I y¢ z Z LL O- O E: 8 g0 O w �o Z® ❑ a C I— C O E o o XU ao 00 0 r� aZ <0 Qo �w W7E ro C = Y U m 0 0' Z z (%� ai h m Q W og z g0 U<� <o a �w k o yZ w� 23 1 0 >° IIIIIIIIIIIII� v R a 03 0 N � = ' J m W \ / m V cc m U N cc o lit ■� = N T �' I LO �s N N T a) ,— E E CV 4i rn o z z C E 0 rn N C d U _j Q p JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. S5