Laserfiche WebLink
3 <br />_ <br />00 <br />_ <br />_La <br />O <br />J <br />00 <br />0i <br />m <br />iu <br />0 <br />0 <br />J <br />00 <br />i <br />N <br />C <br />_ <br />v <br />3 <br />a <br />0 <br />N <br />0 <br />v <br />n <br />E <br />rn <br />E <br />O <br />_ <br />v <br />c <br />c <br />J <br />y <br />r7 <br />O <br />U <br />0 <br />U <br />I <br />y <br />r-. <br />U <br />.o <br />a. <br />U <br />a <br />F <br />a� <br />M <br />C <br />Y <br />0 <br />U <br />J <br />N <br />LZ <br />0 <br />0 <br />00 <br />;J <br />0 <br />0 <br />d <br />O <br />N <br />O <br />0 <br />m <br />v <br />cn <br />SIMPSON HGAMV <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 />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) �� 10d x 1 12" AT EA. ( ) SIMPSON SP4 w/ (6) 10d x <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2'x4 SEE STRUCTURAL NOTES 1 12' AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA <br />24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />C <br />24" O.C.@ <br />@OR <br />TOP CHORD <br />SHEATHING DETAIL <br />SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45' ± <br />24" MAX. <br />TOP CORD BLOCKING <br />45'± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF <br />2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING <br />APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ <br />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. <br />EACH JOINT W/ (3) 10d <br />@ $'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />' <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 />H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROMLSIMPSON <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 />1OdX3" 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />41�THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 1 Odx3" @ 4" 0/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />MOISTURE BARRIER <br />BOTTOM ATTACHED w/ <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 />16d TOENAILS <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)1 Od 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 SECTION <br />1 O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />Srj <br />TITEN ON OUTSIDE <br />BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) <br />SP8 FOR 2x8 WALL) <br />2) <br />SEE STRUCTURAL NOTES x <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <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 AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2) l 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 />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />NAILS <br />ATTACHED w/ 1 Od NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />AND 121, O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />48" <br />2x BLOCKING <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />pq <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4) 1/4"x3" <br />10dx3" @ 4" 0/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />2 4 LEDGER MATCH BOTTOM <br />NAILS AT EACH STUD <br />x ( 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. 55 <br />() <br />1 Od x 1 12" AT EA, 2x4 OUTLOOKER <br />-REFER TO DETAIL J <br />SEE STRUCTURAL---,,,,_OUTLOOKER <br />@ 24" O/C <br />ON SHEET S5 FOR <br />r <br />r <br />T. <br />NOTES AND NAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />f <br />N <br />SCHEDULE FOR <br />N4 <br />BLOCKING FOR <br />CHORD BLOCKING <br />INFORMATION <br />`° <br />00 <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />ill <br />1/ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />rD <br />80 <br />00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />1" BRACE TO EXTEND <br />-2X4 RAT RUN BRACING <br />1 12 <br />EACH JOINT W1(2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />1 1 2 <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB <br />AT EA. TRUSS JOINT <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW <br />(3) 2 x 4 LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />SHEATHING ATTACHED <br />(2) 16d NAILS <br />W/ 1Od NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />O/C W/ (2)16d <br />(D = 0.148' , L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <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 />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2X4 BLOCKING W/ <br />10&3" @ 4" O/C (2)12d TOENAILS <br />EXT. WALL CON N. 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 LOCATIONCOMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />rD <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)1 Old PER JOINT <br />1INIMUM 2x <br />;ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) 10dx3" O/C @ 2"x4' <br />TOENAIL 6" O/C RUN <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />�- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. SrJ <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <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. S'CJ S5 <br />PRE-ENGINEERED <br />WOOD TRUSSES <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) 1 Od <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 2 <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA W/ (4) MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />20'-0" MAX <br />7' BRACE SEE DET. J/S5 ­1 <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1Od NAILS @ 4" <br />1" BRACE ATTACHED <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "LI' BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />16d NAIL <br />W/ 10d NAILS @ 4" D <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE'ILI' 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 'IT" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20 -0 MAX <br />r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />LI <br />■ICI <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. SrJ <br />ADDITIONAL INFORMATION. <br />'IL" 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" - 3'-0" <br />T-0" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2'W" 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) 1/4"x1 1/2" SDS <br />-IiVIV 1. DCMRIIVI] <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 />o <br />f <br />�>a���e►t�Il�ait erg, <br />- <�. <br />01t::0—:c <br />N <br />' <br />�L0 1 <br />/fl#EEIt! <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />_ U <br />C <br />N c0 pp <br />N <br />s <br />ci <br />cc)CDO p) <br />MMNN aS <br />� <br />c0 J <br />N LL <br />0 <br />N CO -uj� N <br />aU. <br />J # w <br />UL CL <br />a <br />M <br />��� <br />w a <br />aw <br />Z <br />c <br />> .L <br />�t <br />o <br />m o <br />0 0 <br />z <br />q<Mz <br />N <br />Q 0 <br />U H J <br />Z <br />V ❑❑❑ <br />W <br />0 <br />mm <br />M — <br />V M <br />Z N O <br />CO0MPMM <br />zo <br />mommi <br />J (h <br />d N <br />N <br />^, <br />C, <br />Z <br />D <br />(D <br />�) <br />_ LL <br />n <br />LU a <br />M <br />U <br />O <br />to <br />� <br />� <br />w <br />c o <br />= N <br />uss <br />as <br />t- <br />U C° <br />IJ.1 m <br />0 8 <br />al". <br />z w W <br />C <br />¢ m m <br />®11 <br />.4 <br />o <br />M <br />z <br />M <br />o <br />U- <br />ai E <br />E <br />wo <br />o. <br />wz <br />>� <br />�o <br />z® <br />❑o <br />0 <br />co <br />UO <br />6 <br />XV <br />� r <br />0V <br />0 <br />N <br />�oITT <br />a= <br />ww <br />(n Cy <br />U <br />mo <br />oI <br />z <br />aci <br />J <br /><� <br />zz <br />W <br />3 <br />g¢ <br />K 0 <br />ao <br />1z <br />U <br />o <br />O <br />a <br />u, <br />Xo <br />a x <br />8M <br />o 3 <br />0 CO <br />= <br />a <br />>M <br />N <br />^L1 <br />W <br />0 <br />' <br />■ = <br />I%- <br />LO <br />N <br />T� <br />^ <br />r <br />O <br />L <br />m <br />co <br />T <br />C <br />V <br />TT <br />0 <br />0 0 <br />0 <br />IUD <br />. _ <br />c' <br />O <br />T <br />LO <br />T— <br />O C <br />T <br />ai <br />E <br />U ) <br />c <br />M `_ <br />Z <br />T� <br />EO <br />z <br />C <br />a-U <br />J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-1785 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />u <br />It <br />