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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x <br />NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A wl 18 <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) <br />SHEATHING DETAIL OUTLOOKERAND NAILING OUTLOOKER SP6 FOR 2 6 WALL USE 10 1 1 " <br />TOP CHORD <br />BLOCKING FOR <br />@ 24" O.C.7 <br />•' <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />" <br />@ 24O.C. FOR SHEATHING DETAIL <br />:• <br />FIRST FOUR <br />ROWS OF <br />45° ± 24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) IOd 3" FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CRO <br />S BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES <br />SHEATHING APPROX <br />8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />"L' BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-0" 0/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 />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL 1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 1 Od <br />FROM LEDGER TO <br />' <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 />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />All THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />SHEATHING ATTACHED <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />W/ 1 <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />2X4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />74" 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)1 Odx1 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 />1Odxl 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"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />'� EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />WEB, USE MSTAM36 w/ (7) <br />2 <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />55 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />SIMPSON HGAM1( <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <br />1/4"x2 3/4" <br />TITEN TO CMU <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES OUTLOOKER EA. <br />AND NAILING SCHEDULE <br />FOR SHEATHIN <br />DETAIL <br />72x4 OUTLOOKER <br />@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL - SEE <br />4" MAX. <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. EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)1 Od & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <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 7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />NAILS <br />_\ @ 6" O.C. EDGES AND 12" <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 () BLOCKING, FASTEN WITH <br />O.C. FOR THE FIRST (4) 10dx3" @ 4" O/C <br />ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4) 1/4"x3" SIMPSON SP2 w/ 12 1 <br />16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od <br />2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD <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 H10A w/ (18) <br />BACKNAIL W! (2)16d <br />NAILS 1Od x 1 12" AT EA. <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />r r <br />SEE STRUCTURAL--,,,,OUTLOOKER <br />X-BRACING, AND TOP <br />r co M x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />00 <br />`� <br />SHEATHING DETAIL <br />1 12 <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />00 - <br />APPROX. 8" FROM <br />LRIDGE <br />FASTENED AT <br />2x4 RAT RUN BRACING <br />2 <br />EACH JOINT W/ (2) <br />It <br />AT 24" O.C. ON TOP OF <br />1 1 1 1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(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 <br />@ 48" 0/C FOR THE <br />FIRST (4) ROWS OF <br />2 16d NAILS <br />( ) <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C w/ (2) 16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") 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 (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" O/C <br />77 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 />-112" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" Q.C. FIELD <br />/CJACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />3 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ 2 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />_12EXT. WALL CONK. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �� SECTION g <br />= ADDITIONAL INFORMATION. <br />of <br />N <br />N <br />E <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />LO <br />(SEE PLAN FOR <br />N <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />-31 L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />M <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. <br />S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />1 Odx3" O/C @-/ 2„x\ <br />TOENAIL 6" O/C RUNN <br />W/ (2) 16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />o <br />1" BRACE W/ 10d @ 4" O.C. <br />Q (SEE SCHEDULE FOR SIZE <br />12 AND LOCATION) <br />6.9 MAX. <br />o. <br />S5 <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERE <br />WOOD TRUSSES <br />SCALE: N.T.S. S5 <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 M <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />w <br />BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />TO 1/4"x1 1/2" SDS SCREWS <br />\- <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <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 7' BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1 Od NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB -J <br />SINGLE "L" BRACING DETAILS 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE 7 <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 />Q <br />-- <br />— <br />— <br />di <br />LU <br />0 <br />v <br />o <br />;;t <br />o <br />0 <br />z o <br />W v <br />W <br />m - <br />o <br />C7 � <br />o <br />0 <br />v <br />d <br />w <br />o <br />b <br />T <br />C <br />L <br />Q <br />T <br />Z <br />L <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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-O" - 6'-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4)1/4"xY SDS SCREWS <br />TO PLATES (TYP.) <br />/—GABLE TRUSS <br />'---CONT. BEARING <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 />END JACK <br />1 V-0" MAX. <br />a <br />0-1 <br />0 <br />� <br />_ <br />q0� <br />CORNERJACK <br />Y <br />Q <br />-� <br />w <br />z <br />W <br />0 <br />U <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) 7' 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 />13 <br />C7 LO <br />Z M <br />o <br />_ <br />z�z <br />r <br />U, z <br />V) CD <br />W <br />•U <br />0 LUs <br />.12 <br />o <br />0 <br />U <br />LU <br />-- EN <br />�M <br />C N M <br />p 0 '00 N <br />U <br />8 <br />T, <br />L LL 00 <br />U <br />� <br />05 <br />c <br />Q a� <br />Lo oar <br />M<d <br />Al ®BID <br />N WCa DO <br />Ike <br />® <br />X ° <br />AWsa+ <br />co <br />�� <br />too Z <br />Z a cp Q <br />OL ��R r <br />J <br />� <br />W �1` N 0 ., <br />Q r <br />a ,,j <br />,ram <br />�i <br />W a •.,a.. <br />�° 06 <br />10f <br />To the best of the Engineer's know <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z cV <br />O N n <br />1 -4 �' O <br />> (o 00 <br />M <br />z <br />Q M Ln <br />O Ln <br />W Q U <br />z <br />a .-. <br />� � Q ,M-i <br />Q <br />Z�: E <br />Z <br />WJ <br />0 <br />�t- <br />0, <br />�o <br />�o <br />za <br />Za <br />r~ <br />�Zg° <br />Z 0 w <br />F � Z z <br />g W <br />0 "2 <br />U <br />� O <br />= <br />F <br />Z <br />><, 0 <br />N <br />> <br />J <br />cn <br />Z <br />H <br />c <br />Ln <br />Q <br />�o <br />2: <br />w <br />-a <br />p <br />a <br />o <br />= <br />N <br />0 <br />9� <br />z <br />ou <br />� F 0 <br />2Q <br />WoM". <br />>: <br />Er <br />v0. C,q <br />E<0< <br />fV <br />�¢za <br />a <br />a 3 <br />Z <br />0 <br />W�LLg <br />Z <br />W <br />Lfi <br />a <br />�W <br />�r <br />J <br />r-i <br />LJj <br />� <br />o Z o <br />v <br />O <br />Q <br />Z <br />u, <br />a° �z <br />N <br />Z <br />m <br />06 <br />Q <br />a <br />W <br />= <br />��z <br />0 <br />az <br />Lu <br />.-i <br />V) <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5ol <br />SHEET NO. <br />S5 <br />