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*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />SEE ROOF <br />PROVIDE 2X4 MIN. BLOCKING AT <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />PLAN <br />SHEATHING <br />rk OF HIP/RIDGE, TYP.BETWEEN <br />STRAPS <br />JACK TRUSS (AS SHOWN) <br />TRUSSES W/ (2) 12D NAILS EACH <br />OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKINGIr <br />TYP. <br />CLIP EACH TRUSS <br />BETWEEN TRUSSES <br />TRUSS <br />(2) Zx8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />(SEE ROOF PLAN <br />BLOCKING <br />A <br />7/16"O.S.B. FLITCH <br />BUCKET TO COLUMN <br />FOR TYPE) <br />SECT. A -A <br />PLATE TOP @ T USS <br />FRAME OUT TO <br />BRG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />A <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />(SHOWN AS 4 x 4) <br />FOR BEAM SIZE <br />ADD 2X4 ALONGSIDE <br />EXTERIOR SHEATHING <br />TOP CHORD WHEN REQ'D <br />(2) USP HTA20's <br />ATTACHED PER NAILING <br />° <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />TYPICAL BLOCK <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />MAX 24" SPAN (EITHER <br />JACK <br />USSES HIP <br />WALL <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) <br />G.T <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN - <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2) 12D NAILS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF OR SYP <br />BEAM @ RAISED ENTRY <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL JYP.) 1 HIP/RIDGE BLOCKING DETAIL 2 <br />MASONRY WALL r4 <br />KNEEWALL @ ENTRY FRONT WALL s <br />SCALE: 1/2" =1'-0" <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" =1'-0"17-7 <br />SCALE: 1/2" =1'-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />MAY BE NAILED <br />USP LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />EACH DIRECTION TYP. U.N.O. VERTICAL SCAB <br />W/ MIN. (4) 12d WHEN <br />CENTERED @ <br />USP HD4101F BUCKET <br />SEE PLAN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />2 x 6 #2 SPF 48" O.C. <br />IT LANDS NEXT TO <br />SPLIT TO TIE <br />SEE ROOF PLAN FOR <br />I FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />W/ (4)10d TOP & <br />PRE-ENG. TRUSS <br />BEAMS TOGETHER <br />MORE INFO <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w/ (3)12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4)10d <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />W/ (14) -10d X 1 1/2" EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE & BASE <br />7/1s" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />COLLAR TIE <br />FOR COLUMN INFSIZO. <br />&ADDITIONAL INFO. <br />INDICATED L BM. <br />SCHEDULE/PLAN <br />2x4 #2 SYP NAILER, NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EA. STUD. TOENAIL Fro. <br />ROOF AND EXTERIOR <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />OPTION <br />DICATEONBM <br />A IND <br />OPTION B CONNECTION INFO <br />OPTION C <br />TRUSS TO NAILER w/3-10d <br />SHEATHING ATTACHED <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />SCHEDULE/PLAN <br />7,_PER NAILING SCHEDULE <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D �� WOOD <br />(2) <br />NAILS AT EACH TRUSS INTERSECTION.. <br />4. ADDITIONAL <br />CB SCREW EACH TRUSS <br />RE EACH <br />M POST ATTACHMENT M E NT <br />CO M O N B M TO OS CKA <br />SEE 2ND FLOOR WALL SECTION <br />BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />pg g <br />FOR BEAM SIZE & <br />SCALE: 3/4 <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />CENTER OF POST <br />PRE-ENG. TRUSS <br />A A <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />TOP OF M <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT V-0" WOOD <br />MAX TRUSS �}t iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP ST18 <br />• <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. 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 CONC. MASONRY <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 FOR MORE <br />T & B CHORD BEAR <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />FOR LOCATION AND <br />BEARING SUPPORT <br />° <br />INTO END OF EACH FLOOR <br />° <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />SIDE G.T. <br />SEE 2/D2 FOR BLOCKING <br />A —A ALTERNATE BLOCKING <br />CORNER <br />(�'NALS )STALL <br />INFO) <br />SEE <br />FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />° PLAN FOR MORE INFO <br />,�, <br />MASONRY WALL <br />(TYPICAL) <br />3 <br />SCALE: 1/2" =1'-0" <br />COMMON B M ATTACHMENT g <br />WOOD TRUSS <br />. <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF 1 g <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />_ <br />SCALE: 1/2" '-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1 /2"=V-0" <br />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 <br />NAILS AT VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />INFO. 4" <br />O.C. INFO. <br />2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />ATTACHED PER <br />STUDS T TRUSS W/ (2 ) <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />12d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS <br />SPT22 @ BASE SEE <br />TRUSSESEEN (2) <br />LS <br />12d NA NAILS TO EACH <br />ATTACHED PER NAILING <br />SPF TOP INFORMATION. <br />BOTTOM CHORD PLATE <br />J/S6 FOR MORE <br />INFO. <br />GABL <br />LOW ROOF/WALL <br />VERTIV <br />STUD) <br />SCHEDULE <br />TRUSS <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2)12d <br />ek VARIES W/ <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <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 />BELOW @ 16' O.C. <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />EACH COMMON <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) <br />' MIN. 2x4 #2 SPF STUDS @ <br />O.C. <br />TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />�. <br />HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL <br />TRUSS BEAM BELOW: USP <br />ROOF SYSTEM <br />TOP OF WALL ; <br />OR BEAM . <br />HTW20 @ 4'4- O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN �,. <br />TRUSS <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />A. <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE 3" FROM EACH END & <br />@ <br />DIRECTION <br />CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />.�' <br />INFO. <br />SECTION <br />MANUF. SPEC'S FOR <br />@FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION ENTRY 8 <br />CONNECTION 22 <br />SECTION AT HIP GABLE 12 <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" =1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />r <br />o <br />o <br />--� 0 <br />C, <br />Z__j <br />r3. <br />Z <br />Q! vs <br />i--i ua <br />O w <br />o0 <br />�V) <br />rll M <br />hE <br />®8 <br />C f0 M <br />N co <br />Ooo <br />V a) <br />1" 0000 <br />O Y t- <br />N <br />Qp <br />�0 <br />rn4o <br />A � <br />B N <br />N.0 •B •D-C <br />W <br />Ir- <br />NO NOk o <br />'-•'- <br />i d <br />W <br />,sW <br />C, <br />. •00 <br />% <br />Z <br />N o <br />M <br />IIYt °" `� u_ 0` <br />iF <br />U1 15! <br />an <br />. 4 <br />1• <br />LLE <br />ti <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 5th 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 />O <br />O <br />Z fV <br />Oa) N <br />O <br />> U-) ro <br />M <br />Q U-) If) <br />a cn •,_ d- <br />L_ U_ Ln <br />U c� <br />00 <br />Q E � <br />Z <br />WJ C:) <br />s <br />=Z <br />za <br />f a <br />F <br />EyZo0 <br />L <br />Z�Wtr <br />W� <br />z <br />6oJ <br />r—i <br />800 <br />i <br />�.} <br />W <br />z <br />z <br />}0 <br />N <br />v, <br />O <br />a� <br />0z <br />M <br />w <br />14� <br />€ <br />g <br />= <br />o <br />J <br />O <br />ru <br />J <br />a� <br />aPOVQZ <br />0 <br />`i <br />O=" <br />x <br />Iyama <br />N <br />LU <br />C) <br />a <br />u, <br />Z�o <br />Z <br />Z 8 <br />Q <br />z <br />a8 <br />Z <br />?Zz <br />om <br />z <br />g <br />LU <br />Z <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />D1 <br />