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*DIAGONAL SPACED <br />AT 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 BRA(',ING DETAIL JYP.)K--�,� <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1.2002 <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATI:R <br />w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFOF E BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE NIOST <br />PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LCAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES is <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL 3E PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY 01ER <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 EIY 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 TRU 3S <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETidLS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. ---\ A I . <br />CB <br />DB- <br />•1rr L- I Vu `W Lr'%V I 1 I I lw V V • • "Li <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'4" 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 />B <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 SHE <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. -i== <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 />Q, OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />➢A TRUSS <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <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 />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INFI <br />HIP <br />G.T <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 />2 MASONRY WALL 4 <br />SCALE: 1/2" = V-0" <br />USP HD4101F BUCK'' <br />SEE ROOF PLAN F( <br />MORE INI <br />SEE PLAN <br />FOR CANT. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" 0S6 FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ONSC EDULEIPLANM OPTION B CONNECTION INFO OPTION C <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />COMMON BM. TO POST ATTACHMENT <br />A � A <br />SEE PLAN FOR <br />SCALE: 3/4"=V-0" <br />BM. SPLICE OVER <br />ICE CENTER OF POST <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 />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ 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 />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT MAX TRUSS TRUSS �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 CANT. IF USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 <br />COLUMN SIZE & <br />2X4 CONT. ATE CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ INFO. VERIFY WITPLAN AND J/S6 OH PLANE <br />BEARING SUPPORT MIDDLE (4) NAILS ATTACH NAILS <br />INTOO END OF EACH FLOOR FOR LOCATION AND <br />TRUSS, 24" O.C. MAX. (AT 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 />DETAIL @ INTERIOR BEARING 3 / PLAN FOR MORE INFO MASONRY WALL <br />511 (TYPICAL) <br />WOOD TRUSS J <br />SCALE: 1/2" = V-0" COMMON BM. ATTACHMENT 1 g <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF g <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" <br />SCALE: 1/2"=V-0" <br />VARIES ,,,,,,,�_,,,,,,,�,,,_��,, <br />X X� ROOF SHEATHING SEE 1/S5 FOR W/ USP SPT6O.C. <br />22@ <br />ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP <br />NAILING SCHEDULE OUTLOOKER <br />2x4 #2 SPF BRACING @ 8d NAILS AT VALLEY TRUSS <br />EXTERIOR SHEATHING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d _/t— �/� COMMON TRUSSES. STUDS TO TRUSS W/ (2) <br />ATTACHED PER 12d TOENAILS EACH END <br />TOENAILS TO TOP —� —� SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) <br />STRUCTURAL SHEATHING NAILS TO TRUSS <br />SPF TOP INFORMATION. J/S6 FOR MORE GABLE 12d NAILS TO EACH <br />ATTACHED PER NAILING <br />BOTTOM CHORD PLATE INFO. TRUSS LOW ROOF/WALL VERTICAL STUD) <br />SCHEDULE � __ SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN PER NAILING SCHEDULE NAILS 16" O.C. ALONG W/ <br />VARIES W/ --- FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD _ @ <br />` USP LSTA30 OR i USP MTW12 TO BLOCKING <br />ROOF SLOPE 2 16d NAILS TO i ' BELOW 16" O.C. <br />MTW12TOFLOOR <br />O s 1 @ <br />GIRDER BELOW @ 16 EACH COMMON 1 <br />TRUSS/ FRAMING <br />r <br />WOOD WALL <br />MIN. 2x4 #2 SPF STUDS @ O.C. Sr <br />OR TRUSS. 2X4 CONT. W/ (2) -- TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS Y 16" O.C. W/ EXTERIOR 1 <br />NAILS EACH SHEATHING ATTACHED a . ` " � z j11 <br />STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD <br />(3) 12d TOENAILS TO a HTA16 @ 4'-0" O.C. TO GABLE <br />- --�� .` FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP <br />ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE 16 FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN a, TRUSS x <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. as SEE ROOF PLAN EXTENSION SEE TRUSS JUS24-2 EACH END <br />FOR CONNECTION MANUF. SPEC'S FOR <br />SHEAR TRANSFER INFO. SECTION @FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION r2i�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" SCALE: 3/4" = 1'4' SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />z M <br />0 <br />0 to <br />z� <br />Q <br />J <br />z <br />COV) <br />O <br />cn <br />w <br />�U — <br />OLU <br />V) <br />E <br />o <br />tt ^^ <br />F— <br />oM <br />o <br />mr <br />U <br />a� m <br />M <br />L1J <br />° <br />U <br />C� (0 <br />m -0 Cl) <br />0 0 <br />= a) <br />p <br />L_ LL CO <br />U en <br />C <br />O <br />Y <br />Q <br />u7 R <br />m Q O <br />A <br />1 <br />Bn` <br />s.. <br />N `Kr0 jF <br />V� v 9 C, <br />o oow <br />M <br />0 <br />� P Q <br />-, <br />A <br />LL <br />Q•q <br />j '4Z J = <br />r <br />oq <br />U0 2 <br />Willlt <br />o <br />C) v <br />� O <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 />Z <br />O ( r� <br />U015� <br />> (/) M O <br />a � •L <br />Q LL <br />CL <br />U p- <br />Q <br />E� <br />Z <br />W <br />s <br />0 <br />�&i <br />35 <br />W <br />Z� <br /><< <br />r~ <br />Ua04� <br />EE80 <br />U <br />ZEW� <br />�aWZ <br />ce X <br />8J <br />ce W N <br />W <br />W O <br />8 N <br />L <br />N <br />7 <br />L <br />p <br />Z Z <br />} U <br /><Z <br />z <br />> <br />LJJ <br />-p <br />N <br />W <br />8 <br />o <br />O <br />06 <br />J Q <br />U <br />= <br />J <br />Q <br />o� <br />Quo <br />Y� <br />F M <br />0 <br />© <br />O <br />L J <br />2m <br />*k <br />fV <br />Q <br />za�� <br />^aa3 <br />uu <br />d- <br />Qg fo <br />Z <br />w <br />In <br />Wo,o <br />? <br />G <br />Q <br />owo <br />W Y Q <br />~ <br />v <br />,—I <br />Q <br />Z <br />Z< <br />Z <br />Cy <br />N N <br />Z <br />�o <br />m <br />O <br />g <br />= <br /><z <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET N0. <br />D1 <br />