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i <br />*n��rvAL SPACED <br />'A"f 15'-0" O.C. MAX <br />CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />CROSS BRACING DETAIL (TYP.)r1 <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY <br />MAY NAILED <br />B <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS ­7 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />NAILS AT EACH TRUSS INTERSECTION. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 DIAGONAL AT V-0" O.C. 2X4 BLOCKING <br />MAX & EACH END ALTERNATE BETWEEN I.A. TRUSS <br />DIRECTION TYP. � <br />CB <br />BLOCKING <br />X-BRACING - 2x4 SPF OR SYP <br />w/ 2-16d @ EACH TRUSS WEB <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />- 2x8 BLKING. NAILED @ EACH <br />SIDE w/ (3) 12d NAILS WHEN <br />REQUIRED w/ (2) USP HTW20 <br />W/ (14) -10d X 1 1/2" EACH <br />v ITI is ITI 14 <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. -?:= <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <br />PROVIDE 2X4 MIN. BLOCKING AT <br />(k- OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />PA TRUSS <br />ES <br />(2) 12D NAILS -J <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL 2 <br />SCALE: 1/2"=V-0" <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 10d TOP & <br />BOTTOM OR USP RT7 <br />OR HCLR/LL W/ 8 - 8d <br />IN PLACE OF (4) 10d <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 <br />(2) #7X 3-1/2" WOOD <br />SCREW EACH TRUSS <br />OR USP RT7 @ 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />USP LSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />HIP <br />G.T <br />USP HD4101F BUCK�� <br />SEE ROOF PLAN FI <br />MORE INI <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ TI <br />BRG. <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />USP JUS46 OR JUS461F <br />BUCKET TO COLUMN <br />SUPPORT COLUMN BUILT-UP <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = V-0" <br />SEE PLAN <br />FOR CANT. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE INDICATED ON BM. <br />& ADDITIONAL INFO. SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C. <br />COMMON BM. TO POST ATTACHMENT A <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0 <br />FOR BEAM SIZE & " BM. SPLICE OVER <br />CONNECTION INFO. <br />CL CENTER OF POST <br />A A - <br />I SEE PLAN FOR /6, <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @cy ENTRY FRONT WALL s <br />SCALE: 1/2" = 1'-0" <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />ROOF AND EXTERIOR <br />C <br />SHEATHING ATTACHED <br />7-PER <br />NAILING SCHEDULE <br />SEE 2ND FLOOR L SECTION <br />I <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />v <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS <br />•�C •k 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP <br />ST18 <br />' <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. <br />U.N.O. <br />• <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />CANT. IF <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING <br />2X4 CONT. AT <br />CONC. MASONRY <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 FOR MORE <br />VERIFY WITH LAN <br />T & B CHORD <br />STEEL OR WOODINFO. <br />BEARING SUPPORT <br />- <br />MIDDLE <br />(4) NAILS ATTACH NAILS <br />OR LOCATION AND <br />O <br />INTO END �OF EACH FLOOR <br />DIRECTION (IF PARALLE <br />TRUSS, 24 O.C. MAX. (AT <br />SEE 2/D2 FOR BLOCKING <br />A -A ALTERNATE BLOCKING <br />CORNER <br />EACH SIDE C G.T. INSTALL INFO) <br />(4) NAILS EACH SIDE) <br />SEE <br />FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />" <br />PLAN FOR MORE INFO <br />MASONRY <br />(TYPICAL) WALL <br />3 <br />4L <br />SCALE: 1 /2" = V-0" <br />COMMON B M . ATTACHMENT 1 g <br />WOOD TRUSS <br />A <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE:3/4"=V-0" <br />SECTION AT LOW ROOF s <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />SCALE: 1/2" = 1'-0" <br />TYP. WOOD <br />TRUSS BLOCKING <br />DETAIL <br />STANDARD HEEL HEIGHT <br />SCALE: 1/2"=V-0" <br />OIL VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W/ USP SPT22 @ <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT <br />VALLEY TRUSS <br />rr BASE & SPT24 @ TOP <br />1 <br />h <br />2x,4 #2 SPF BRACING @ ��� <br />NAILING SCHEDULE <br />V <br />'? <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />INFO. <br />" <br />4 O.C. <br />INFO. <br />ti I 2x BLOCKING BETWEEN <br />16 O.C. W/ (4) 12d- <br />�lL <br />I,I <br />COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />G <br />12d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SPT22 @ BASE SEE <br />It <br />( BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />BOTTOM CHORD <br />SPF TOP <br />PLATE <br />INFORMATION. <br />J/S6 FOR MORE <br />INFO. <br />GABL <br />LOW ROORWALL <br />VERTIVAL STUD ) <br />SCHEDULE <br />TRUSS��< <br />SHEATHING ATTACHED <br />" <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />- <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />ROOF SLOPE <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />�y <br />BELOW @ 16" O.C. <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />O.C. <br />EACH COMMON <br />TRUSS/ FRAMING <br />- <br />OR TRUSS. <br />2X4 CONT. W/ 2 <br />O <br />MIN. 2x4 #2 SPF STUDS @ <br />TYP TOP &BOTTOM <br />%yi <br />SEE PLAN <br />16d COMMONS>< <br />16" O.C. W/ EXTERIOR <br />Q <br />IL <br />NAILS EACH <br />SHEATHING ATTACHED <br />46 <br />j <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />/ <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />- <br />a.. <br />HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR <br />PLATE BELOW <br />MASONRY WALL <br />.A <br />TRUSS BEAM BELOW: USP <br />_ <br />ROOF SYSTEM <br />TOP OF WALL <br />:� <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLE <br />o <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />44. <br />TRUSS <br />- <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />COMMON TRUSS <br />LOW ROOF <br />TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />44. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />SECTION @FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION <br />@ ENTRY g <br />CONNECTION 22 <br />SECTION <br />AT HIP GABLE 12 <br />SECTION BUMP OUT 39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'4' <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />o <br />C� � <br />z c <br />z� <br />Q <br />z <br />cn <br />4--J w <br />M o <br />Ow <br />N <br />o <br />U) <br />co <br />V) <br />0 0 <br />mti <br />(10 U <br />W <br />WW ~0) <br />c, M <br />C W M <br />5:.CO <br />O oN <br />in IV <br />U <br />L l L � <br />5,6a <br />("a <br />4) <br />Y <br />Q tT <br />u7 C0 v_ <br />Q O <br />N C B DC <br />A, <br />B <br />D. <br />i r <br />4rn t�1 <br />$ CO <br />g' <br />J <br />VV <br />IL.ZW <br />v�C ' <br />.. <br />;Q o. <br />�Q�o <br />z <br />L <br />LLW/f <br />14�SS\O <br />R° re M . <br />��� <br />'/fit tttt��N <br />0 <br />F- <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1f <br />O <br />O <br />N <br />O <br />M O <br />M <br />Q V) M Ln <br />Qa In <br />�7<7 <br />CC V fu'-' <br />ZM <br />Cl <br />Q <br />z <br />J � <br />W <br />0, <br />w <br />z°a <br />f d' <br />ly 3F <br />z800 <br />E�z <br />J <br />Oy�J Lo <br />C 8 <br />1 <br />U) <br />�a <br />oZ <br />T <br />V' <br />O <br />z� <br />au <br />xz <br />> <br />z <br />M <br />Lu <br />0 <br />ad <br />J <br />W <br />'o <br />ZO <br />J <br />I-- <br />LU <br />XOc� <br />o <br />Ja <br />Q <br />V <br />H <br />Z <br />LU <br />Ln <br />lyj <br />o <br />z <br />o <br />iL <br />Q <br />r¢- <br />2wl; <br />E <br />Ln <br />.--+ <br />LPG <br />Q <br />Z <br />z <br />tu- <br />_ <br />�Z <br />O^ <br />Z <br />g <br />LU <br />Q o <br />f <br />,-I <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />D1 <br />