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0 <br />J <br />N <br />m <br />C <br />(10 <br />J <br />CO <br />LO <br />M <br />I <br />0 <br />i <br />OL <br />CD <br />'i <br />H <br />Q <br />N <br />a <br />E <br />0 <br />Z <br />v <br />c <br />N <br />0 <br />x <br />U <br />.o <br />0 <br />0 <br />01 <br />N <br />LZ <br />0 <br />0 <br />S <br />0 <br />0 <br />N <br />O <br />N <br />LO <br />ry� <br />LO <br />ftf <br />Cn <br />0 <br />W <br />m <br />0 <br />SIMPSON HGAM10KTA <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4) <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 H1OA w/ (18) SIMPSON SP4 w/ 6 1 <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x <br />NAILING SCHEDULE FOR 2"x4" 1Od x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H1 OA w/ 18 <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA, SEE STRUCTURAL NOTES I () ( ) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 11 <br />TOP CHORD <br />BLOCKING FOR :• <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING <br />DETAIL <br />TAIL <br />FIRST FOUR <br />ROWS OF <br />45° ± 24 MAX' <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CROSSBRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 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)1Od 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) 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 />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 />XN I <br />THROUGH CHORD <br />N7 <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 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />1 <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) 1Odx1 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 />O.C. MAX) T MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION(a�)i <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4)1/4"x2 1/4° SCALE: N.T.S. <br />55 <br />SCALE: N.T.S. <br />55 <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) <br />x <br />2) <br />SEE STRUCTURAL NOTES 10d x 1 12 AT EA. <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE OUTLOOKER <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />F@ 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 <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHDGES EATHOING TYP. <br />EACH JOINT W/ (2)1Od & (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" OIC 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 />48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />-A:1Odx3" <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" <br />@ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />1Odx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)1Od <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT STUD WALL SEE TYP. SEC.) <br />TRUSS) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. 55 <br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J <br />CV <br />N <br />SEE STRUCTURAL <br />OUTLOOKER F@ 24" O/C <br />ON SHEET S5 FOR <br />_ <br />r <br />.- <br />.- <br />NOTES AND NAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />N <br />Fi° <br />SCHEDULE FOR <br />BLOCKING FOR <br />CHORD BLOCKING <br />INFORMATION <br />C- <br />00 <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 <br />1 <br />1/ •. <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />-WOOD TRUSSES <br />;° <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2X4 RAT RUN BRACING <br />° <br />EACH JOINT W/ (2) <br />; <br />AT LEAST 90% OF WEB <br />AT 24' O.C. ON TOP OF <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 <br />� <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />-16d <br />OSB SHEATHING ATTACHED <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 />FIRST ROWS OF <br />(2)16d NAILS <br />W/ 1Od NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 1 Od COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />; <br />E <br />ES AND 12" O.C. FIELD <br />0/C w/ (2) 16d <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />„ " <br />(D = 0.207 , L = 41/2) 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 5112" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) DI <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 <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY 2x4 C IN TOP FASTEN <br />PANEL <br />) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (2)12d TOENAILS <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. @ <br />NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />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 8 SECTION g <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. SrJ <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />1INIMUM 2x OVERLAP TRUSS BRACING <br />'ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />SEE PLAN FOR WOOD TRUSSES <br />OCATIONS) j 10dx3" O/C @ 2"x4„ <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS 12" IIAI, <br />JOINT <br />l— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj--'� <br />12 <br />6.9 MAX. <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />ALTERNATE NON —DROP <br />GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />SCALE: N.T.S. <br />TRUSS BRACING OVERLAP DETAIL M <br />I ' Il a ° � . 4 - f ` II'�` ° .II® \ I o 11 . ° a 1l ° - li - ° - 4 °II ° .a "ll.-' ° a II `° ° Ila °°. <br />�CONT. BEARING <br />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. \ 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 />BRACING w/ (3)10d x 3" AT <br />EACH CONN. @ 24" O/C <br />0 <br />Z <br />W <br />• <br />SIMPSON HGAMIOKTA w/ (4) <br />MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" <br />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 "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 —' <br />SINGLE "L" BRACING DETAIL/"-6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/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 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 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />� <br />— <br />— <br />— <br />— <br />2-9 <br />d <br />W <br />4 <br />o <br />0 <br />i <br />tz o <br />W <br />m - <br />Q o <br />o <br />' <br />O <br />C3 <br />W <br />Q <br />T <br />� <br />//T <br />Q <br />o <br />W <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. @ NON — LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <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-O" <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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4)1/4"x3" 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 />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 />0_ <br />IN <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)1 Od 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 />: C) a <br />s' <br />ROF a <br />� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and speatcations contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />E <br />�8 <br />CD <br />CD <br />F <br />Q_ <br />0 0 0 m <br />N " r- <br />cp N# <br />O h C <br />N � N <br />N J <br />� rb w <br />o <br />ei <br />_?mc a <br />J _ <br />3 w <br />w <br />d <br />i� <br />Q <br />"7 M <br />(Dr'L i <br />W N <br />aaL <br />Z <br />�t�a <br />oofo <br />tr OM <br />Wm <br />St 9 <br />0 <br />0 <br />°� m <br />W <br />m PN <br />rn <br />E mLL <br />o a <br />Z <br />N Q M Z <br />V 0 J <br />Z <br />O U <br />❑1:1❑ <br />W <br />M <br />N <br />� <br />_ CO <br />N <br />(D <br />d N <br />N <br />n' <br />M <br />m <br />z <br />V/ <br />.2 <br />+� GO <br />w n <br />0 <br />U ® Q <br />0 <br />� /� <br />v ! <br />�u') <br />W � <br />Lv O <br />= N <br />r— 0 <br />� m <br />W <br />O <br />�.. <br />= <br />c W d <br />®0 <br />sm <br />r_ <br />C.0 <br />W <br />M <br />CM <br />J <br />z z <br />p S <br />ZZ <br />19 <br />U- <br />a E <br />® <br />m <br />wo <br />z <br />>ry <br />z¢ <br />pa <br />CU <br />~ <br />o <br />pa <br />L)o <br />a� <br />GV <br />�o <br /><o <br />ww <br />L <br />CO Cx <br />C <br />U <br />no <br />of <br />zr <br />_ <br />N m <br />Q W <br />z <br />o <br />g <br />Q� <br />o< <br />a <br />�w <br />S <br />U <br />¢ f <br />3 <br />2 1- <br />F <br />~ it <br />o <br />oLL <br />wa <br />=3 <br />}o <br />OU <br />V� <br />¢ <br />zla <br />3 <br />> M <br />ai <br />Al <br />W <br />m <br />N <br />C <br />Cfl <br />LL <br />cc <br />N <br />^ <br />J <br />O <br />Q <br />N <br />o <br />-O <br />70 <br />C <br />N <br />LO <br />. _ <br />Z C14 <br />r— <br />Lid <br />I <br />�n <br />Ln <br />r <br />N <br />N <br />r <br />C) � <br />ai <br />N <br />CM <br />o <br />Z <br />CU <br />Z <br />E o <br />(n <br />2? <br />M <br />CU <br />a <br />E <br />a <br />¢ o <br />r_ <br />JOB <br />NO: <br />20-3576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />Ai� -�..,. llli .. ll.. 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