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SIMPSON HGAM11 <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 TOENAIL W/ (2)16d NAILS BACKNAIL W/ (2)16d NAILS SIMPSON H1OA w/ (18) <br />NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. <br />SHEATHING DETAIL @ 24" O.C. NAILING SHEATH NG DETAIL <br />FOR OUTLOOKER <br />TOP CHORD--�� 7 <br />BACKNAIL w/ (2)16d NAILS <br />2"x4" SEE STRUCTURAL NOTES — <br />OUTLOOKER AND NAILING SCHEDULE <br />@ 24" O.C. FOR 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 />TRUSSES @ <br />SIMPSON H10A wl (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" <br />EDGES OF 2x4 CROSSBRACE <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 />SYP#2 1" BRACE % <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8 -0 0/C. <br />EXTEND AT LEAST02x8 <br />OF <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />(SEE A <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />H2.5A w/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROMLSIMPSON <br />FROM LEDGER TO <br />J <br />' <br />7/16" OSB SHEATHING <br />FATTACHED <br />& (2)1 Od TOE NAILS @ <br />'� <br />BLOCKING <br />— <br />W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />[��1/2"CDX <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 />PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />wl @ <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 1 Odx3" @ 4' O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />"J" <br />NOTCH "L" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" 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 />1 Odx1 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"x21/4" 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 <br />SECTION <br />WEB, USE MSTAM36w/(7) <br />2 <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2)16d <br />NAILS <br />REFER TO DETAIL J <br />r <br />SEE STRUCTURAL <br />ON SHEET S5 FOR <br />f <br />' <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />N <br />N <br />SCHEDULE FOR <br />CHORD BLOCKING <br />_ <br />`° 00 °° <br />SHEATHING DETAIL <br />INFORMATION <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />. <br />1 1 2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />T2- <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />/� <br />NAILS @ EA. END <br />TRUSS SPANS <br />`)U� <br />ATTACHED W/ 2 -16d <br />`/ �j �' <br />IJ1 l�1 <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 <br />() () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" 0/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING 24" <br />@ <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />O/C w/(2)16d <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 />SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x <br />10d x 1 12" AT EA. 1 12" AT EA STUD (USE <br />BACKNAIL w/ (2)16d NAILS <br />OUTLOOKER SP6 FOR 2x6 WALL, USE <br />SEE STRUCTURAL NOTES — <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD BLOCKING <br />IN4„ <br />FOR FIRST FOUR ROWS <br />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 />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2)1 Od & (2)1 Od <br />EACH JOINT W/ (2) <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" 0/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 />2x BLOCKING <br />BOTTOM ATTACHED <br />W/ (2)16d TOENAILS <br />2x4 PANEL BLOCKING @ 48" <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM <br />2 4 "T" ON TOP OF PANEL <br />SIMPSON H1OA w/ (18) <br />1 Od x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <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 />I'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 />x SIMPSON HGA1OKTw/ (4)1/4"x1 1/21, <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. 4L SIMPSON SP2 w/ (12)1 Od <br />16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <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 />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />OUTLOOKER @ 24" 0/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 />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 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 10dx3" @ 4" 0/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 <br />D ) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION r <br />SCALE: N.T.S. S5 SCALE: N.T:S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 10dx3" O/C <br />TOENAIL 6" O/C <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 />12 <br />6.9 MAX. �. <br />SCALE: N.T.S. <br />2"x4"y <br />RUNNE <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <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 />ad all da _ IM ° ° < ellad ells°° a ell e a ed <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 />OVERLAP TRUSS BRACING <br />F1Ht-tNLiINttHtU <br />WOOD TRUSSES <br />AT LEAST TWO TRUSS SPACES <br />6" <br />OVERLAP <br />\-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />M <br />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) 1 Old x 3" AT <br />EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />SIMPSON HGAMIOKTAw/ (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 LOCATION (UNEVEN CLG.) <br />rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 55 <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-0" - 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 HGAIOKT w/ (4) 1/4"x1 1/2" SDS <br />VlllV 1. ULnflllVll — <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 />SIMF'SUN SN1 W/ (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />�q <br />c4- <br />In <br />CORNER JACK <br />CD <br />Y <br />,z <br />a <br />iz <br />W <br />z <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />z <br />w <br />a- <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" 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" 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 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 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />Ll <br />■ICI <br />1�111�I <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />AS PER BCSI 1-13 SCALE: N.T.S. c� <br />SCISSOR TRUSS <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 />METIC DROP CEILING FRAMING <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-O" 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 />a � <br />0 <br />0 <br />Q <br />r <br />S <br />Z N O <br />_ <br />J M <br />M <br />O <br />� z <br />U o <br />� <br />1 <br />T1a) Y <br />LL, o <br />o Q <br />w r— <br />cn EE <br />N <br />U m <br />r_r_I m <br />1— ME E <br />o g <br />= <br />U � <br />Q 11) Y <br />sm <br />N N <br />M <br />H 0 <br />Z lu <br />�z <br />WgLL=W A <br />a <br />W U aA <br />10 Z <br />0 <br />uZ <br />m W <br />J O� <br />•'• 0- ' <br />•' <br />F `® <br />�`s�✓,�,f�rlA' <br />��111lt!litt� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained 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 />o <br />M <br />z <br />W <br />ZZ <br />CID <br />O i <br />Q <br />14 <br />O <br />E <br />In 8 <br />Zo <br />-0 <br />Z. <br />G N <br />ZO <br /><= <br />wi <br />(— <br />O E <br />XU <br />0O <br />o� <br />z^ <br />N <br />do <br />ao <br />QZ <br />of <br />we <br />ai L <br />C <br />0. <br />U <br />0 <br />ym <br />mp <br />Ou <br />Z <br />z <br />J <br />3 <br />�� <br />~°o w <br />� <br />QW <br />zw <br />5 Z <br />W <br />aZ <br />�w <br />�" <br />�w <br />=3 <br />O <br />co <br />u <br />s. <br />do <br />O� <br />U <br />C O <br />O <br />4 <br />M <br />^L1 <br />W <br />i <br />co <br />ry <br />M <br />_ <br />N <br />I <br />Q <br />C o <br />N <br />�/■a) _ <br />r <br />o ° <br />■Lo TT� m J <br />L <br />r <br />.L. M N N <br />r <br />M <br />CO M N <br />3 T iri <br />a <br />Z <br />E Q N <br />E B ai <br />- <br />ro <br />a <br />ci ¢ o <br />JOB <br />NO : 19-5332 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />