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SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — <br />@ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE <br />TOP CHORD @ 24" O.C. FOR SHEATHING DETAIL <br />BLOCKING FOR <br />SHEATHING DETAIL <br />FIRST FOUR <br />ROWS OF <br />45° f <br />24�MAX. <br />TOP CORD BLOCKING <br />45°t <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />•• <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />J <br />SIMPSON HGAM11 <br />w! <br />(4)1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & ( <br />1/4"x2 3/4" <br />TITEN TO CMU <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5Aw/ (10) 8d <br />• <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />/ 1 SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ <br />w @ <br />EDGES AND 12" O.C. FIELD <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />7 <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />rT� <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />55 <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />SIMPSON SP4 w/ (6) 10d x <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />1 12" AT EA STUD (USE <br />SP6 FOR 2x6 WALL, USE <br />SP8 FOR 2x8 WALL) <br />BACKNAIL wl (2)16d NAILS <br />SEE STRUCTURAL NOTES <br />SIMPSON H10A w/ (18) <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN DETAIL <br />F@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />4" MAX. O.C. (OPTIONAL - SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4"CROSS BRACE <br />24" MAX. <br />EDGES OF <br />FROM RIDGE FASTENED <br />FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP, <br />EACH JOINT & (2 <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />; <br />AT LEAST 90% OF WEB <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />W/ 2 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) <br />O.C. FOR THE FIRST (4) If BLOCKING, FASTEN WITH <br />ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C <br />SIMPSON HGA10KT w/ (4)1/4"x1 1/2" <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIDS SCREWS TO TRUSS & (4) 1/4"x3" <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d <br />16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD <br />( DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP, SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />SIMPSON H10Aw/ (18) <br />BACKNAIL W/ (2)16d NAILS <br />10d x 1 12" AT EA. <br />REFER TO DETAIL J <br />N <br />N <br />SEE STRUCTURAL—OUTLOOKER <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />CO <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />00 <br />O0 <br />SHEATHING DETAIL <br />1 12 <br />2"x4" CROSS BRACE <br />-WOOD TRUSSES <br />- <br />50 <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />-2X4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS`1 <br />ATTACHED W/ 2 -16d <br />�' <br />2x4 PANEL BLOCKINGUI <br />AT EA. TRUSS JOINT <br />(2) 2' x 4 LAMINATIONS W/ 1 ROW <br />O <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" 0/C FOR THE <br />FIRST (4) ROWS OF <br />• (2) 16d NAILS <br />2x4 BLOCKING 24 <br />@" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />0/C w/ (2) 16d <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />-ARCHITECTURAL FINISH <br />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 <br />2x4 "T" ON TOP OF PANEL <br />2x4 OUTLOOKER <br />@ 24" 0/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />" MAX. EDGES OF <br />SHEATHING TYP. <br />-"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />r1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />IT7O.C. FIELD <br />/JACK TRUSS <br />/ SEE PLAN FOR <br />Ut I HL LAS I LAMINA I IUN (SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ <br />10dx3" @ 4" 0/C (2)12d TOENAILS <br />Cm <br />EXT. WALL CONN. @COMMON <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING LOCATION D <br />NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C. SAME NUMBER OF ROWS SAME SPACING ) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />SECTION 9 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" <br />S5 <br />ADDITIONAL INFORMATION <br />CD <br />0 <br />0 <br />CV <br />45° <br />N <br />c" <br />cV <br />00 <br />MINIMUM 2x <br />m CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2) 16d PER <br />JOINT <br />0 <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />00 CROSS BRACING DETAIL (�_J <br />Q <br />°0 12 <br />N <br />/ 6.9 MAX.,., <br />EIS <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />10dx3" O/C @J 2"x4 <br />TOENAIL 6" O/C RUN <br />W/ (2)16d TYPICAL <br />NAILS I ._.. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />55 <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />a � ° � ,a JI � ° • a � II . a _ ` II °• ° � _ ° �I m \ • • if . a II ° -_ ° I� � ° - � � • ° a ° a �II °, a 11. � ° • � II °° . • _Ila ° °. <br />`-CONT. BEARING <br />Y GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. SrJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />`MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rm <br />SCALE: N.T.S. Srj <br />"L" BRACE W/ 10d @ 4" 0/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />a <br />8d @ 6"O/C <br />Inrnnn -rni ronr-C% <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />0 <br />Z <br />w <br />\-BRACING w/ (3)10d x 3" AT <br />EACH CONN. @ 24" 0/C <br />—MOISTURE BARRIER <br />BOND BEAM <br />- MASONRY WALL <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0!C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />d <br />---- <br />LU <br />0 <br />v <br />o <br />0 <br />Q <br />CD <br />r <br />g <br />W <br />im o <br />o <br />' <br />v <br />0 <br />w <br />Q <br />o <br />X <br />Q <br />L—L—L <br />U <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN.NON -LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 6'-0" <br />6'4" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT W/ (4) 14'x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />i--GABLE TRUSS <br />\-STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 W/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />Fmi <br />U <br />;;— <br />z ZCD <br />o <br />z�z <br />U) z <br />QJ — <br />(D <br />Ca o <br />•U - <br />O1U <br />e <br />�(!� I-- <br />o 0 <br />m ci <br />V <br />w <br />I_8 <br />N M <br />cc ca m <br />ooN <br />_ <br />V U "' <br />a: SO <br />0 <br />¢ rn <br />U.)CL <br />m o <br />Al S ® <br />N <br />�` <br />� <br />� N <br />� N <br />t�C, <br />V 4 rn <br />Z W 0 Mt a,rr <br />Z au <br />lu <br />O)p <br />IOU <br />f <br />t <br />3:;z <br />LL W <br />O <br />J <br />To the best of tly-e=Eng'n erg knowte'd , informat'ion; and. <br />belief, the struct iM h4hs arrN specifiigatiions contained <br />within these draw,pilgs comply v`.NT;� the Zl?17 Florida ` <br />Building Code - Res�egtial Editioh.`'Eh"gineer's > - <br />signature and seal is'o�y for'"ff� Iry tty(a), sneering., <br />portions of the drawing",°a s beaFing: 6hgineer s signature <br />and seal Bid <br />11 <br />O <br />O <br />Z fV <br />O 0) N <br />P" 4 -1 O <br />> (n M O <br />M <br />f0In <br />QU1 <br />a cn •� d- <br />Ln <br />Q L_ LL <br />z <br />�- , M <br />DC U ra <br />00 <br />Q E <br />z <br />z ru <br />W <br />J <br />� <br />oZ <br />o <br />Lu <br />za <br />a� <br />2:� <br />w<-W <br />U�S° <br />�jZ <br />�2�� <br />a ° 2 n <br />� <br />S co <br />o0� <br />Z <br />/ <br />ON <br />VJ <br />Ez <br />� <br />� <br />5� <br />0 <br />Z <br />Q <br />�3: <br />M <br />w <br />1 <br />O <br />� <br />�< <br />U <br />= <br />(u <br />C'3 <br />Lu <br />cc,O�JJ g <br />J <br />e - <br />< <br />m`g <br />U-,. <br />L <br />W J <br />Z <br />W�u-2 <br />Z <br />LLI <br />L r) <br />a <br />w <br />a, � <br />J <br />r-1 <br />Q <br />� <br />z <br />F Z o <br />~ <br />CY z <br />N <br />Z <br />m <br />pN'p <br />2Uj <br />g <br />o <br />� <br />U <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO' 10 <br />O <br />SHEET NO. <br />S5 <br />