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SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H1 OA w/ (18) „ " 1Od x 1 12" AT EA. „ ( ) 2"x4" OUTLOOKER7 SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) SHEATHING DETAIL OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER Fad) UTLOOKER AND NAILING SCHEDULE SP6 FOR 2x6 WALL, USE 10d x 1 12" AT EA. 24" O.C. SEE STRUCTURAL NOTES TOP CHORD FOR SHEATHING DETAIL SP8 FOR 2x8 WALL) OUTLOOKER SHEATHING DETAIL AND NAILING SCHEDULE 2x4 OUTLOOKER BLOCKING FOR 7X. Z.? � N X\ FOR SHEATHIN DETAIL @ 24" 0/C FIRST FOUR ROWS OF 45° t 24 MAX. � TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL -SEE TOP CORD TRUSSES @ SIMPSON H1OA w/ 18 ( ) FOR FIRST FOUR FASTENED W/ (2)10d 3" 4„ MAX FOR FIRST FOUR ROWS ELEVATIONS) BLOCKING 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 OF TRUSSES @ SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF T2X4KICKER "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 24" MAX. EDGES OF TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM SHEATHING TYP. 48" O.C. EACH JOINT W/(3) 10d AT LEAST 90% OF WEB A 0" 0/C. EXTEND AT LEAST 90% OF WEB LENGTH & NOTCH AT FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND MAX. & (2)10d TOE NAILS @ EA. END 48" O.C. LENGTH (SEE TABLE) 2x4 CROSS BRACE APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EACH JOINT W/ (2)1Od & (2)1Od TOE NAILS @ EA. END EACH JOINT W/ 2 () AT LEAST 90% OF WEB @ 10d & 12) 10d TOEV4 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) 10d FROM LEDGER TO SECTION FOR SIZE & SPACING) 7/16" OSB SHEATHING & (2)1 Od TOE NAILS @ BLOCKING CDX OR 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR F7/16"OSB — _j ATTACHED W/ 10d EA. END : 1/2" PLYWOOD 7/16" @ 48" O/C FOR THE (2)16d SHEATHING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1Od NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST W/ 10d NAILS O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" 3" 0/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 16" 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD OSB SHEATHING ATTACHED END TYP. TOP & O.C. FIELD co THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS (2) 16d NAILS 10d NAILS 6" O.C. BOTTOM ATTACHED "T" INTO 2x6 P.T. PLATE 2x4 LEDGER (MATCH BOTTOM CHORD w/ @ 2x4 PANEL BLOCKING 4 2x BLOCKING EDGES AND 12' O.C. FIELD W/ (2) 16d TOENAILS 2x4 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) 10dx3" @ 4" O/C FASTEN WITH 10dx3" 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" O/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)10dx1 1/2" NAILS AT 6'-0" 0. INSTALLED PER MANUF. 16d TOENAILS 2x4 LEDGER (MATCH BOTTOM SDS SCREWS TO PLATES AT 36" O.C. NAILS AT EACH STUD 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 DBL. TOP PLATE 1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS CHORD SLOPE OF ADJACENT TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4-4- O/C ALIGNED WITH TRUSS) STUD WALL (SEE TYP. SEC.) NOTE: IF EMBEDDED O.C. MAX) w/ MIN. 4" GABLE WEB STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) :� 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. TITEN IL OUTSIDE S5 SCALE: N.T.S. SrJ S5 S5 SIMPSON H1 OA w/ (18) BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. 2x4 OUTLOOKER REFER TO DETAIL J SEE STRUCTURAL OUTLOOKER @ 24" 0/C ON SHEET S5 FOR coM NOTES AND NAILING TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `° 00 °° SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 1112 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING ' EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF iAJe 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- -" TRUSS SPANS ATTACHED W/ 2 -16d `7 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 FI 48" FIRST (4) (4) ROWS OF FOR THE (2)16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA 2x4 L CKIN) 2x4 BLOCKING G @ 24" 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 W/ O/CEND 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TYP. TOP & JACK TRUSS (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR SCREWS 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 A CONNECTION TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) pq 1 /4"x2 3/4" 1. TITEN TO CMU 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/ ' 1 10dx3" @ 4" O/C (2) 12d TOENAILS jr.NON EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION z -LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �� SECTION g —� SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 = ADDITIONAL INFORMATION. S s �I 0 N 00 - MINIMUM 2x CROSS BRACING a (SEE PLAN FOR LOCATIONS) it (2) 16d PER JOINT --------- - 31 L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N O 00 CROSS BRACING DETAIL J i SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 1Odx3" O/C @� "x4" TOENAIL 6" O/C 2x4 W/ (2) 16d TYPICAL RUNNE NAILS 17 MAX ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE °0 12 AND LOCATION) 6.9 1 MAX. E 1 S5 0 c J r 0 v 6 S5 I �I SCALE: N.T.S C °. ail • ° . , -�� ° `��°.• a ° ��` �• � ° � . �� ° �. � � °� • � . `. °�� .°. °a ��.-° •° ��'. -• ��° a. � CONT. BEARING I 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. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING wl (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" 0/C SIMPSON HGAMIOKTA 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 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL r5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE /`_7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () E 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.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAIOKT w/ (4) 1/4"xl 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"=V-a' 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 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 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 CD zCD — O ig z� I� z V) cD W � o OLUE i� tli U o 0 m M I. U ■ y''IL�� : n ' — a� Cf f0 M L. NC _ U ��T to ¢ m �CD L o t7� � c r o � o •Z J {Z � ,P '. r V N W O n fir. ��H;i Cg M^� rn S CJ ( LL � W1= y'• Of?Or�� To the best of the Engineers 4 �1 , and belief, the structural plans and s a ntained 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. r=0 O ON Z 0Q)1-, �>-+U.)M0 M QV-gypLn d cn •� � a°U� Q � � oC fn U C 00 a � z W J� �Z R �o za f! w UZOp ZLu ku Q �02Z O��y,iLLN L ��0 Z Z p N rl G) f Z �. � Q a w U Z_ o� F— ul 0 J �F•I Q. o (V LL S gaga Z LLJ a o Lu J t--I W 4 z~~ Lu NO �g N N z �Z o� Q LU J O a z , a SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4mO SHEET NO. S5