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3 <br />v <br />W <br />Q <br />LO <br />N <br />N <br />0 <br />J <br />r- <br />LO <br />1 <br />N <br />Q <br />18 <br />N <br />CD <br />0 <br />CL <br />M <br />I <br />N <br />d <br />d <br />i <br />3 <br />N <br />N <br />E <br />1.2 <br />U <br />E <br />0 <br />v <br />CIS <br />N <br />'o <br />c <br />0 <br />J <br />N <br />N <br />O <br />_•C <br />d <br />0 <br />0 <br />SIMPSON HGAMV <br />wl <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 TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL 2"x4" OKERZ SEE STRUCTURAL NOTES AND <br />@ 24" O.C. NAILING SCHEDULE FOR <br />TOP CHORD SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS <br />10d x 1 12" AT EA. 2"x4° SEE STRUCTURAL NOTES - <br />OUTLOOKER OUTLOOKER AND NAILING SCHEDULE <br />1 @ 24" O.C. FOR SHEATHING DETAIL <br />ROWS OF <br />45° t <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)1Old 3" <br />EDGES OF 2x4 CRO <br />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 />�� EACH JOINT W/ (3) <br />Ir <br />AT LEAST 90% OF WEB <br />" <br />@ 8 -0 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX.O.C. <br />M& (2)EN TOE NAILS @ <br />@ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE ) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />• <br />SILL <br />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 S @ <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 />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB SHEATHING ATTACHED <br />1 Od NAILS 6" O.C. <br />INTO 74" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <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 />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" BRACE HERE <br />@ 48" O.C. <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)1Od 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 />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB(*"2 <br />SECTION <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4)1/4"x21/4" <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2)16d NAILS <br />EFER TO DETAIL J <br />SEE STRUCTURAL <br />IN SHEET S5 FOR <br />M <br />M <br />NOTES AND NAILING <br />,-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />HORD BLOCKING <br />to <br />`� <br />°° <br />SHEATHING DETAIL <br />)FORMATION <br />--ill <br />1 <br />1/ ". <br />2"x4" CROSS BRACE <br />VOOD TRUSSES <br />00 <br />ao <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />x4 RAT RUN BRACING <br />1 <br />1�2' <br />1 <br />1 2" " <br />EACH JOINT W/ (2) <br />T 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />OTT. CHORD FOR 4 <br />NAILS @ EA. END <br />RUSS SPANS <br />4a <br />2x4 PANEL BLOCKING <br />TTACHED W/ 2 -16d <br />T EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <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 />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />I/C w/ (2)16d <br />OENAILS @ 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 />IASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />RCHITECTURAL FINISH <br />" " <br />SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x <br />1 Od x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS <br />OUTLOOKER SP6 FOR 2x6 WALL, USE <br />SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES - <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD BLOCKING <br />FOR FIRST FOUR ROWS <br />4„ MAX ELEVATIONS) <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />• <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />N D <br />EACH JOINT W/ (2)1Od & (2)1Od <br />EACH JOINT <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" <br />2x BLOCKING <br />W/ (2) 16d TOENAILS <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM <br />2x4'T' ON TOP OF PANEL <br />SIMPSON H1OAw/(18) <br />10d x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <br />2x4 OUTLOOKER <br />7@ 24" O/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 />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4'T' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" <br />BOTTOM ATTACHED w/ 10dx3" 4" 0/C SDS SCREWS TO TRUSS & (4)1/4"x3" <br />2 <br />() @ SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od <br />16d TOENAILS 2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP PLATE NAILS AT EACH STUD <br />CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />SIMPSON H1 OA w/ (18) <br />1Od x 1 12" AT EA. 2x4 OUTLOOKER <br />OUTLOOKER @ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />24" 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 />1/2" CDX PLYWOOD OR 7/16" <br />(2)16d NAILS OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />ZVI <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <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 2x4'T' ON TOP OF PANEL) <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />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 <br />EXT. WALL CONN. @COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON —LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION D SCHEDULES FOR BUILT-UP COLUMNS 8 g <br />SEE TYP. WALL SECTION FOR SCALE. 3/4"_ 1-0" S5 TYPICAL NAILING G <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)1 Od PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />:ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES <br />SEE PLAN FOR 10dx3" O/C 2x4 WOOD TRUSSES <br />OCATIONS TOENAIL 6" O/C <br />RUNNERS <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 Koj� <br />SCALE: N.T.S. S5 <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />S� <br />"L" BRACE W/ 1Od @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />f II •II 1' r II a • J- \ y II a it �Il • " °. �I 11. • II •° II• <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 />`MINIMUM (2)16d PER JOINT \-- MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />in <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 rTOE NAILS AT EACH END @ <br />r 24" O/C (TYP) <br />\-BRACING w/ (3)1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />SIMPSON HGAM1OKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"X2 3/4" <br />TITEN TO CMU <br />• <br />EXT. WALL CONN. NON —LOAD <br />BEARING LOCATIO (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-O" - 6-0" <br />6-0" & 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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4)1/4"xt 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"0" SDS SCREWS <br />TO PLATES (TYP.) <br />-VVIY I. DCFRIIVl7 <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 />E <br />S5 <br />0 <br />z <br />w <br />a <br />x <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/ 1 Od NAILS @ 4" 0.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 -� <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/S51 `CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />� <br />iiI <br />�II��lull <br />IIII <br />II■111 <br />NOTE: <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 />LTOP & 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)1 Old 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 />W/ DROP CEILING BRACING DETAIL <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 />�%0°aCxrl <br />� , . • • •''' <br />J•, <br />4�A <br />�Q,U <br />�r <br />oO:��O <br />CJ �• <br />''per i <br />'. <br />CD, <br />\/ <br />'r <br />o • ....10" ,O <br />rx��rApAO <br />r <br />t <br />To the best of the Engineers 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 t31h Editlon. Enpineer's signature end seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />Q <br />Ig <br />p N <br />St t0 Cnp <br />O O O p� (O N <br />ci <br />MM� r-j <br />J <br />U5 CMLL <br />�LL�� <br />M <br />�LL Wa <br />Q <br />yj <br />of C lL <br />W N <br />a aW U, <br />Z <br />Byrn <br />o <br />p <br />0 r- <br />m 0 <br />W <br />L <br />m <br />�, <br />0)No <br />Q�2 <br />�oN <br />=- <br />Nar4z <br />0 3 <br />Z <br />0U <br />❑❑❑ <br />W <br />R <br />Z N `Q^ <br />Z93 <br />z � Q <br />0 <br />z <br />C1 <br />Q) <br />LL <br />, <br />U <br />W <br />� a <br />0 <br />0- <br />W <br />I0 <br />) <br />Lv E <br />as <br />r- _o <br />U m <br />W <br />o <br />i <br />= <br />U <br />• <br />cif� <br />c <br />ri 0 <br />c*� <br />M <br />� <br />z <br />LL <br />E <br />Oo <br />gR <br />20 <br />E U <br />N6 <br />k� <br />0 <br />X U <br />oa <br />U <br />ZO <br />E <br />N <br />ao <br />'o <br />D <br />�z <br />Ww <br />N ( <br />Wo <br />ma <br />zz <br />z <br />- C <br />(ij20W <br />yo <br />>z <br />co <br />U <br />Z <br />W <br />3tyLL <br />HS� <br />i3 <br />.k <br />o 3 <br />0 <br />�N <br />= <br />124 <br />W <br />ui <br />� <br />`WJ <br />N <br />0 <br />CO <br />LL <br />(D <br />r <br />O <br />o <br />r <br />oca <br />0) <br />= N <br />'r- <br />N <br />= <br />rn <br />c 00 <br />co.. <br />f <br />o <br />Z <br />E o <br />@ <br />a <br />ci <br />v :i <br />¢ o <br />E <br />JOB <br />NO: <br />20-3574 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />