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*DIAGONAL SPACED NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX BEARING LOCATION, THE <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF <br />SHEATHING OF HIP/RIDGE, TYP.BETWEEN COLUMN W/ (2) HTW20 <br />PLAN JACK TRUSS (AS SHOWN <br />TRUSSES W/ (2) 12D NAILS EACH STRAPS OR GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD LAYOUT <br />• 2X4 BLOCKING TYP. CLIP EACH TRUSS <br />BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN <br />BUCKET TO COLUMN FOR TYPE) <br />BLOCKING SECT. A -A A PLATE TOP @ TRUSS <br />A BRG. SUPPORT COLUMN BUILT-UP FRAME OUT TO <br />(2)-2x4's OR 4x4 W/ (2)-10d BLOCK EDGE <br />G.T. NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />(SHOWN AS 4 x 4) FOR BEAM SIZE <br />ADD 2X4 ALONGSIDE EXTERIOR SHEATHING <br />• , TOP CHORD WHEN REQ'D (2) USP HTA20's ATTACHED PER NAILING <br />TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. <br />SPAN FROM EXCEEDING JACK WALL ALT: (2) USP MSTAM36 SCHEDULE 2x SPF #2 <br />MAX 24" SPAN (EITHER USSES HIP STRAPS CENTERED AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) G.T w/(13)-10d NAILS Ea TO COL. <br />CONTINUOUS LATERAL BRACING - <br />TIE BEAM BUILDER FRAME RADIUS <br />NAIL OVER X-BRACE AS SHOWN- AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS <br />FOR NAILING X-BNG - 2x4 SPF OR SYP AT 12" O.C. MAX <br />w/2-116d1@EACH TRUSS WEB BEAM @ RAISED ENTRY <br />CROSS BRACING DETAIL JYP.)r—,—��HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL 6 <br />SCALE: 1/2-1-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 4 12d WHEN VERTICAL SCAB CENTERED @ USP HD41F P BUCKET SEE PLAN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE () 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR '1 FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO W/ (4) 10d TOP & BEAMS TOGETHER MORE INFO <br />PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD 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 & REQUIRED w/ USP HTW20 IN PLACE OF (4) 10d <br />1 <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) -10d X 1 1/2" EACH SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/1s" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 'k EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2x4 #2 SYP NAILER. NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING READ ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 'k " OPTION A SC EDULE/PLANINDICATED ON M OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />O.C. MAXIMUM. 2x4 SPF 2 <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD PER NAILING SCHEDULE <br />NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON 13M. SEE 2ND FLOOR WALL SECTION <br />TO POST ATTACHMENT A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN FOR ADDITIONAL INFORMATION <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. D8 B FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM, SPLICE OVER <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS A A <br />(OPTIONAL) CENTER OF POST <br />2X4 BLOCKING SEE PLAN FOR <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF 13EAM <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. lip <br />DIRECTION TYP. A <br />DIAAT GONAL 2x8 #2 SPF RIDGE BEAM " <br />MAX " WOODTRUSS �C "�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR ND CALF USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 <br />ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) <br />T & B CHORD STEEL OR WOOD 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE <br />BEARING SUPPORT MIDDLE (4)16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN <br />INTO FOR LOCATION AND <br />l. TRUSS, 2D4"OO. O.C. MAX. (AT F EACH OR DIRECTION (IF PARALLE <br />EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING <br />A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) <br />PLAN FOR MORE INFO <br />MASONRY WALL <br />DETAIL @ INTERIOR BEARING " <br />3 (TYPICAL) <br />WOOD TRUSS <br />SCALE: 1 /2" = V-0" COMMON BM. ATTAC H M E N T <br />18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=1'-0" SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />ALE: 1/ " = 1'-0" <br />SCALE: 1 /2"=V-0" <br />VARIES r r 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 @ <br />ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP <br />NAILING SCHEDULE OUTLOOKER <br />2x4 #2 SPF BRACING @ 4" O.C. INFO. 2x BLOCKING BETWEEN <br />EXTERIOR SHEATHING INFO. STUDS TO TRUSS W/ <br />16" O.C. W/ (4) 12d �/}—— COMMON TRUSSES. ATTACHED PER (2) <br />TOENAILS TO TOP —�`— �►�— SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @BASE SEE ( BETWEEN TRUSSES (2) <br />STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABL 12d NAILS TO EACH <br />ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. <br />TRUSS LOW ROOFNVALL N VERTIVAL STUD) <br />SCHEDULE SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ <br />VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD <br />ROOF SLOPE USP LSTA30 OR USP MTW12 TO BLOCKING <br />y MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. <br />WOOD WALL y GIRDER BELOW @ 16 EACH COMMON <br />OR TRUSS. 2X4 CONT. W/ 2 " ��RUSS/ FRAMING r r <br />O MIN. 2x4 #2 SPF STUDS @ O.C.00TYP TOP & BOTTOM > "� <br />SEE PLAN 16" O.C. W/ EXTERIOR �s <br />16d COMMONS <br />NAILS EACH ► SHEATHING ATTACHED t <br />STUD TYP. T&B PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />(3)12d TOENAILS TO a., HTA16 @ 4'-0" O.C. TO GABLE / PLYWOOD <br />PLATE BELOW MASONRY WALL FLOORING <br />TRUSS OR SEE PLAN FOR � � . TRUSS BEAM BELOW: USP <br />ROOF SYSTEM TOP OF WALL OR BEAM TRUSS @ 4-4-O.C. TO GABLE x <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE :� 16" O.C. MAX. 4' FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END <br />SHEAR TRANSFER INFO. SECTION @ FLOOR MANUF. SPECS FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @v BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 17—:7 <br />SCALE: 3/4"=1'-0" <br />DETAILS & SECTIONS- <br />(D'a <br />Zo <br />— <br />Z <br />o <br />Z <br />Q <br />a <br />cn <br />�..J w <br />U — <br />0 w <br />N <br />= <br />o <br />o � <br />N <br />� <br />m <br />U <br />LL <br />~ <br />CN <br />0 cn <br />CD MM <br />= a; <br />W <br />N U <br />O ON <br />w ILL OD <br />Nam <br />Lr <br />a 00) <br />v70v <br />B <br />T--, <br />X� <br />� <br />`� <br />�\r�`ttt�t1ti61! <br />t7 -0 <br />�o c N •.. Sv <br />• Z <br />o <br />.ate, •�, <br />wS <br />4 �1:3Cj� <br />LL IN <br />•�Z <br />��F E S `S 1 <br />\\� <br />To the best of the Engineer's knowledge, mation, 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 />11 <br />LO <br />Z N <br />0�N <br />rn <br />> U0 O <br />M <br />Q U-) (D L' <br />HN U <br />fl. � <br />cC U Q 00 <br />a <br />E ... <br />Z M <br />WJoy <br />9.0 <br />'tt <br />J <br />oZ <br />zaa <br />z� <br />f <br />1CQ�z8,o <br />z W R <br />zz <br />J <br />LL <br />W <br />z <br />W N <br />F ® <br />ZZ <br />7" 1 <br />O <br />xo <br />0 <br />M <br />LU <br />In 3 <br />0 <br />r <br />CJ) <br />ctS <br />8 <br />o <br />^ <br />Cr) <br />J_ <br />Q <br />W <br />o <br />a�� <br />J <br />H <br />�g98 <br />N <br />LJJao?z <br />Q <br />N <br />���o <br />Ego: <br />Z <br />LU <br />N <br />N <br />InLU <br />ofs <br />��� <br />J <br />Q <br />6i <br />Z <br />r l,_ <br />Z U <br />LLI <br />$Lu moo <br />M <br />Z <br />�j <br />aZ <br />� z <br />iln <br />o <br />g <br />W <br />a Z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. <br />10 <br />SHEET N0. <br />D1 <br />