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SIMPSON HGAMV <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <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 H1 OA w/ (18) SIMPSON SP4 wl 6 10d x <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H1OA w/ (18) ( ) <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD <br />SHEATHING DETAIL 10d x 1 12" AT EA. SEE STRUCTURAL NOTES (USE BACKNAIL w/ (2) 16d NAILS SIMPSON HtOA w/ (18) <br />OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA <br />TOP CHORD <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24I O.C. <br />SHEATHING DETAIL <br />FOR SHEATHING DETAIL <br />BLOCKING FOR <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 H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROW <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 />( <br />AT LEAST 90% OF WEB <br />@ 8 -0" 0/C. <br />EXTEND AT LEAST 90% OF <br />' <br />MAX. & (2)1 Od TOE NAILS @ <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 />1/16" <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />: <br />' <br />J <br />OSB SHEATHING <br />& (2)1Od 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 />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />�� <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 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 />MOISTURE BARRIER <br />„ „ „ <br />5/$ x 10 J BOLT @ 48 O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 wl (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 />1 Odx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />WEB, USE MSTAM36 w/ (7) <br />1 <br />2 <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE; N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S`J <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ 2 16d NAILS <br />x <br />SP8 FOR 2x8 WALL) <br />j / <br />S <br />2) <br />SEE STRUCTURAL NOTES x <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <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)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />; <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 />(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 />�p 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 />Mi�V <br />2x4 "T" ON TOP OF PANEL <br />1Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" <br />1 Odx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />SDS SCREWS TO PLATES AT 36 O.C. <br />SIMPSON SP2 w/ 12 1 Od <br />( ) <br />2x4 LEDGER (MATCH BOTTOM <br />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 />-REFER TO DETAIL J <br />() <br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />SHEET FOR <br />_ <br />N <br />r <br />N <br />SEE STRUCTURAL <br />OUTLOOKER @ 24" O/C <br />X- <br />X-BRACING, AND TOP <br />, <br />�v <br />" <br />M <br />" <br />" <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />F <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />`° <br />`° <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 1 <br />1/ ". <br />2"x4"CROSS BRACE <br />24" MAX. <br />EDGES OF <br />WOOD TRUSSES <br />0 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 <br />1 2 <br />2) <br />JOINT10d <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2" <br />10dC& TOE <br />(@ <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS EA. END <br />GABLE TRUSS <br />TRUSS SPANK <br />ATTACHED W/ 2 -16d <br />BLOCKING <br />1/2"CDX PLYWOOD OR 7/16" <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 />@ <br />FIRST (4) ROWS OF <br />2 16d NAILS <br />() <br />„ <br />W/ 1Od NAILS @ 6 O.C. <br />2x4 BLOCKING 24" <br />@ <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E <br />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 = 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 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 <br />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 1 Odx3" @ 4" O/C (2)12d TOENAILS <br />EXT. WALL CONN. (a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON — LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) <br />) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8� SECTION g <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) 1 Odx3" 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 rT� <br />SCALE: N.T.S. S'J <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 />S5 <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />I n ade a ell e a ° 11 lV a ll�a` G lm \e 11 A l� R 11 ° Il.ae ll ae Ile da <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. S5 <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. Srj' <br />GABLE END BRACING DETAIL <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)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />Z <br />w <br />BRACING w/ (3)1Od x 3" AT -17 <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 />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od 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 s <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 <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 />Q <br />— <br />---- <br />- <br />— <br />- <br />— <br />- <br />— <br />- <br />LU <br />LU <br />o <br />d <br />O <br />z bi <br />w <br />m - <br />< 0 <br />o <br />0 <br />-v <br />d <br />w <br />4 <br />o <br />o <br />T <br />Q <br />2 <br />Q <br />d <br />w <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON —GOAD <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 />3'-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 1 Odx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />,—GABLE TRUSS <br />STUDS @ 16" O.C. <br />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 />END JACK <br />1 V-0" MAX. <br />Q <br />C7 <br />i1 <br />✓,9 <br />CORNERJACK <br />Y <br />Q <br />W <br />z <br />IY <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <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)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 />gs�4�1�6Er116�f1�'/{p�,' <br />Cj o <br />UT. <br />�0 O <br />%fv, <br />70'��SS►0��� <br />ee <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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