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SIMPSON HGAM10KTA <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (4) <br />1/4"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />BACKNAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA wl (18) <br />SIMPSON SP4 w/ (6) 10d x <br />2x4 BLOCKING-, <br />2x4 "T" BLOCKING <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. <br />2"x4" SEE STRUCTURAL NOTES 1 Od x 1 12"AT EA. <br />OUTLOOKER <br />1 12" AT EA STUD (USE <br />BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) <br />@ 48" O.C. <br />1" BRACE <br />16d NAIL <br />@ 24" O.C. 7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />OUTLOOKER AND NAILING SCHEDULE <br />SP6 FOR 2x6 WALL, USE <br />1 Od x 1 12" AT EA. <br />SEE STRUCTURAL NOTES <br />W <br />ATTACHED W/ <br />TOPCHORDO <br />I <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SP8 FOR 2x8 WALL) <br />0 <br />AND NAILING SCHEDULE UTLOOKER <br />2x4 OUTILOOKER <br />1 Od NAILS @ 4" <br />BLOCKING F R <br />x <br />Al <br />� <br />x <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <br />F <br />O.C. TYPICAL <br />FIRST FOUR <br />ROWSOF <br />45' <br />24" MAX. <br />f2S. " 7MA X 7 <br />TOP CORD BLOCKING <br />45'± <br />2] <br />2X4 CONT"L" BRACE <br />2x4 OUTLOOKER @ 24" <br />M O.C. (OPTIONAL - SEE <br />TOPCORD <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />TOP CORD BLOCKING <br />TRUSSES @ <br />IMPSONI <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" <br />FOR FIRST FOUR ROWS <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE 1" BRACING DETAI L <br />EDGES OF 2x4 CROS� BRACE <br />10d x 112" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />OF TRUSSES @ <br />SHEATHING APPROX. 8" FROM <br />OUTILOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />24" <br />MAX. <br />LE: N.T.S. \,-il� <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/(3) 10d <br />1" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />@ 8'-0" OIC. <br />2x8 SYP#2 1" BRACE TO <br />EXTEND AT LEAST 90% OF <br />CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />"L" <br />2x4 "T" BLOCKING <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EACH JOINT W/ (2) 1 Od & (2) 1 Od <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />48" O.C. <br />2x6 P.T. <br />SILL <br />AB E TRUSS <br />RIDGE FASTENED AT <br />EACHJOINTW/(2) 10d <br />SIMPSON H2.5A w/ (10) 8d <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />1" BRACE ATTACHED <br />16d NAIL <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />_,,---FROM <br />LEDGER TO <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />YWOODOR <br />W/ 10d NAILS @ 4" 0. <br />ATTACHED W/ 1 Od <br />EA. END <br />BLOCKING <br />,,-11/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />TYPICAL <br />v— <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <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 />OSB SHEATHING ATTACHED <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />SINGLE 1" BRACING DET <br />M <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />1 Od NAILS 6" O.C. <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />2x4 "T" ON TOP OF PANEL <br />t= <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 nq 48"A <br />\-2x BLOCKING <br />W/ (2) 16d TOENAILS <br />BLOCKING, FASTEN WITH <br />SCALE: N.T.S. S5 <br />2x4"T"ONTOPOFPANPI RIOCKING <br />WEEPSCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />1 Odx3" @ 4" O/C <br />DIAPHRAGM <br />FASTENWITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"X6" P.T. SILL <br />NOTCH 1" BRACE HERE <br />ROWS OF TRUSSES FROM <br />2x4'7" ON TOP OF PANEL <br />SIMPS DN HGA1 OKT w/ (4) 114"xl 1/2" <br />BLOCKING @ <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 481, O,C. <br />WEEP SCREED <br />EA. END TYP, TOP & <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4) 1/4"0" <br />481, O/C <br />5/8"x 10" "J" BOLT nn 32" 0 C MINIMUM 6" FROM <br />MOISTURE BARRIER <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />BOTTOM ATTACHED w/ (2) <br />16d TOENAILS <br />1 Odx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C.. <br />SIMPSON SP2 w/ (12) 1 Od <br />NAII Q AT PArW OTHr) <br />GABLE TRUSS <br />TRUSS VERTICAL <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER -SIMPSON HETA20 w/ (8) O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER <br />1 Odxl 1/2" NAILS AT EA, ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 114" TITEN @ 4'-0" O/C ALIGNED WITH <br />O.C. MAX) w/ MIN. 4" GABLE WEB <br />STRAP MISSED VERTICAL SECTION EMBEDMENT IN KO BLOCK SECTION r2 <br />WEB, USE MSTAM36 w/ (7) ri <br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />TITEN ON OUTSIDE SCALE: N.T.S. <br />A L BACKNAIL W/ (2) 16d NAILS SIMPSON H10Aw/ (18) <br />1 Od x 1 12" AT EA. <br />-REFER TO DETAIL J OUTILOOKER <br />ON SHEET S5 FOR Z4 SEE STRUCTURAL— <br />x NOTES AND NAILING <br />X-BRACING, AND TOP x SCHEDULEFOR x <br />CHORD BLOCKING <br />00 00 <br />INFORMATION SHEATHING DETAIL <br />2 2"x4" CROSS BRACE 24" <br />-WOODTRUSSES ao 00 APPROX. 8" FROM <br />RIDGE FASTENED AT <br />-2X4 RAT RUN BRACING EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF 10d & (2) 10d TOE L <br />BOTT. CHORD FOR 4 \,A— NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT (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 @ 48" O/C FOR THE (2) 16d NAILS <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF <br />2x4 BLOCKING @ 24" (ID = 0. 148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL TRUSSES FROM EA. <br />O/C w/ (2) 16d END TYP. TOP & <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />N DQ I <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-J <br />x DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) <br />TRUSS) <br />SECTION SECTION 4� <br />SCALE: N.T.S. SCALE: N.T.S. ��5� <br />2x4 OUTILOOKER <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od <br />@ 24" O/C <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />TOP CORD <br />24" O/C (TYP) <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />x x Z' x x <br />OF TRUSSES @ <br />MAX. EDGES OF <br />SHEATHING TYP. <br />L" BRACE TO EXTEND <br />kT LEAST 90% OF WEB <br />ENGTH (SEE TABLE) <br />x <br />GABLE TRUSS <br />z <br />1/2" CDX PLYWOOD OR 7/16" <br />­7 <br />\-BRACING <br />LU <br />OSB SHEATHING ATTACHED <br />wl (3) 1 Od x 3" AT <br />W/ 1 Od NAILS @ 6" O.C. <br />EAUH UUNN. (q) 24" O/C <br />ES AND 12" O.C. FIELD <br />SIMPSON HGAM 1 OKTA w/ (4) -MOISTURE BARRIER <br />TRUSS <br />1/4"xl 1/2" SDS SCREWS TO <br />/,,—JACK <br />SEE PLAN FOR <br />BLOCKING & (4) 1/4 'x2 3/4" _BOND BEAM <br />CONNECTION <br />TITEN TO CMU <br />MASONRY WALL <br />OF THE LAST LAMINATION (btAUt: Ab SHO N FOR .3-PILT) BLOCKING, FASTEN WITH — 2x4 BLOCKING W/ <br />1 0dx3" @ 4" O/C (2) 12d TOENAILS <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />-0 EXT. WALL CONN. (�b <br />1: COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION " �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) — -4- <br />SECTION <br />8� <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-10" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. <br />C14 <br />;�! I <br />LO <br />C14 <br />00 <br />Ck: <br />MINIMUM 2x <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2) 16d PER <br />JOINT <br />3 1 L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />C14 <br />.1 1 CROSS BRACING DETAIL ri <br />Ic I <br />9 SCALE: N.T.S. � S5 <br />2"x4" OUTILOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />1 0dx3" O/C 2"N <br />TOENAIL 6" O/C RU <br />W/ (2) 16dj TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />GABLE TRUSS <br />1" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />00 12 AND LOCATION) <br />a <br />��j 6.9 1 MAX. <br />0 1091-1 � I 111MININ11EA <br />S5 <br />4 <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. <br />OVERLAP TRUSS BRACING <br />SCALE: N.T.S. <br />F'KL-ItNUINtLKtU <br />WOOD TRUSSES <br />AT LEAST TWO TRUSS SPACES <br />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 />1" BRACE W1 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />�1 <br />(2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACEK 7 <br />AS PER HIB 91 SCALE: N.T.S. 1\ �5 <br />20'-0" MAX 20'-0" MAX <br />"X"BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />d <br />LU <br />— <br />— <br />— <br />— <br />— <br />— <br />— <br />d <br />LU <br />9 <br />LU <br />LLI <br />M <br />< 9 <br />0 ;t <br />9 <br />;t <br />d <br />LU <br />C:) <br />CD <br />CD <br />d <br />ARCHITECTURAL FINISH NOTE: I <br />EXT. WALL CONN. 0 NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N. 0.) <br />1" BRACE <br />2"x6" (U.N. 0.) <br />"L" BRACE <br />24" <br />0-0" - T-01' <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 BLOCKIN <br />NOTE: <br />1) 1" 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 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT wl (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3' SDS SCREWS <br />TO PLATES (TYP.) <br />I— /—GABLE TRUSS <br />'--STUDS @ 16"O.C. <br />GABLE END BRACING DETAIL SCALE: 314"=V-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 MANUFACTURERS 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 BCS1 1-13 <br />SCISSOR TRUSS <br />cc <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 W1 (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 />SCISSOR TRUSS <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 />01 <br />C:) <br />0 <br />Lu <br />0 LU <br />af <br />E <br />2 <br />=) <br />V) <br />U) ce) <br />0 p <br />c"I <br />E <br />map <br />M <br />c', <br />C to C, <br />T '0 co <br />0,= " <br />C:) <br />U_ 00 <br />-00 <br />i:zl <br />IMENIN < 0 k <br />LCO, <br />q- <br />0) < Ci <br />Al <br />IBID. <br />I <br />*a <br />W A <br />Sy co <br />'d <br />0. <br />C> <br />Ck< <br />3 <br />ztt <br />C <br />Z <br />LU <br />To the best of the Engineer's knowledge, informatio n, and <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 />C) <br />0 <br />z <br />0 <br />1­4 4 C:) <br />> U-) C:) <br />z <br />(y) N <br />ro Ln <br />C<L V) <br />(1) Lr) <br />z <br />< LL <br />ru <br />a� U CL 00 <br />< . %­o <br />z E <br />z <br />LU C:) <br />W <br />._j C:) <br />1�0 <br />E0 <br />4 <br />z< <br />Z Q! <br />U < z <br />8 <br />LO, <br />uj <br />Mz< <br />)zz <br />Q 0 �j z <br />W <br />(L 0 _j <br />11 0 <br />C) <br />U uj N <br />cc <br />@ <br />�0- <br />Z 0 <br />> <br />U) <br />2: Z <br />z <br />(04- 3: <br />C: <br />re) <br />F_ <br />cu <br />LU <br />10, <br />0 <br />73 <br />z <br />< <br />U <br />Lu <br />LU <br />0 <br />0, 0- <br />< <br />�4 P <br />x 86 <br />Erg.- <br />y2Z82 <br />a CL <br />LL <br />z �!� ! <br />W CZ, <br />< <br />< < <br />U, .1 <br />x 0 <br />z <br />z <br />N <br />T__1 <br />0bgw <br />U­=�2 <br />Z X.: <br />UJI <br />Ln <br />Lli <br />di <br />7- <br />< <br />t <br />1 <br />0�0�=? <br />u_0 <br />15zu <br />2 <br />C:) <br />< <br />Z <br />z <br />< z <br />D <br />r-4 <br />Z <br />tu <br />F�i <br />z <br />0 <br />06 <br />4� <br />LU <br />—r <br />< Ln <br />z <br />Lu <br />'n <br />-q <br />a. <br />LO <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MJAMES <br />VERSION NO' 4mO <br />SHEET NO. <br />S5 <br />