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CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1 -2002 <br />MAYBE NAILED <br />MAY 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--i <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 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. // I I \ 1 A <br />CB <br />DB- <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'4" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />- 2x8 BILKING. 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 ITf * ITf 1_� <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 />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 />SSES <br />(2) 12D NAILS —I <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 HD41011F BUCKET <br />SEE ROOF PLAN FI <br />MORE IN <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 r4 <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 />OPTION A SC EDUE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />INDICATD ON EM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />CONNECTION INFO. <br />I SEE PLAN FOR /� <br />BM. SPLICE OVER <br />CENTER OF POST <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 @ ENTRY FRONT WALL 6 <br />SCALE: 1/21, <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 8'-0" WOOD <br />MAX TRUSS iC �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"0.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY <br />SEE FLOOR PLAN FOR INDICATED <br />COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 <br />2X4 CONT. ATE CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING <br />(WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD LAN <br />BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS OR LOCATION AND <br />INTO END OF EACH FLOOR DIRECTION (IF PARALLE <br />TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING <br />EACH SIDE OF G.T. INSTALL <br />A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) <br />DETAIL @ INTERIOR BEARING 3 i511 <br />PLAN FOR MORE INFO (MA <br />TYPICAL)WALL <br />SCALE: 1/2" = 1'-W COMMON B M . ATTACHMENT r18 <br />WOOD TRUSS <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 <br />CALF: 1/2" 1'-0" <br />SCALE: 1 /2"=V-0" <br />VARIES ....... ,,,�_�,,,,,��,,,,,, <br />XX �� -, 2x STUDS @ 6O.C. <br />ROOF SHEATHING SEE 1/S5 FOR W/ USP S T 2@ <br />ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (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 GABLE 12d NAILS TO EACH <br />ATTACHED PER NAILING LOW ROOFMALL VERTICAL STUD <br />BOTTOM CHORD I PLATE INFO. TRUSS ) <br />SCHEDULE _ SHEATHING ATTACHED <br />VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />1 NAILS @ 16 O.C. ALONG W/ <br />1 VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD - <br />USP LSTA30 OR � USP MTW12 TO BLOCKING <br />ROOF SLOPE <br />MTW12 TO FLOOR (2) 16d NAILS TO r r BELOW @ 16" O.C. <br />GIRDER BELOW @ 16" EACH COMMON 1 1 <br />OR WOOD <br />TRU WALL <br />S. 2X4 CONT. W/ 2 —\ MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING -r <br />O 16" O.C. W/ EXTERIOR TYP TOP & BOTTOM r <br />SEE PLAN 16d COMMONS <br />NAILS EACH SHEATHING ATTACHED r <br />(3)R d NAILING <br />TO <br />& HTA16 @ 4 0 O.C. TO GABLE PLYWOOD <br />a MASONRY WALL BELOW: USP <br />STUD TYP. T&B FLOORING <br />?_ <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 SEE TRUSS PLAN a TRUSS / X <br />a LOW ROOF TRUSS W/—/ <br />COMMON TRUSS (2) 2x6 BLOCKING UNDER <br />MASONRY WALL SEE FLOOR G.T. <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR <br />@ 3" FROM EACH END & DIRECTION CONNECTION RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE p 16" O.C. MAX. '<. FOR CONNESEE ROOF CTION EXTENSION SEE TRUSS JUS24-2 EACH END <br />INFO. <br />SHEAR TRANSFER ' <br />SECTION @FLOOR ANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" <br />SCALE: 3/4"=1'-0" <br />DETAILS & SECTIONS <br />U <br />z� <br />Q <br />O <br />co z <br />L/) U <br />Q) C <br />w <br />M o <br />O LU <br />Ul) C <br />►- <br />E <br />0 <br />U)a <br />Vi <br />U <br />w <br />CD CO <br />c m M <br />~ ° <br />— 0 <br />ECM <br />O o 0 <br />_ <br />U in <br />r LL ao <br />0 <br />aoi <br />ti <br />CL <br />�[ <br />Q rT <br />u7 O V <br />6) Q O <br />B Dm <br />fI <br />`10 V. 'M CO <br />o _ <br />8z <br />00 <br />J o. <br />_ <br />iL <br />E <br />. <br />c_vQ <br />0 <br />N m o <br />3 <br />O. •. <br />Uj <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 />1i <br />O <br />O <br />Z N <br />O I� <br />> U-) in O <br />Q (0, ra Ln <br />HLL <br />a <br />Q U �- 00 <br />Z <br />WJ CD <br />0Z <br />EO <br />3� <br />�o <br />z a <br />f <br />w¢�o <br />S° <br />ZBwcg <br />w z <br />t�OJw <br />aw0'n <br />w <br />HwCo z y <br />L <br />Z <br />oN <br />Z z <br />} O <br />> <br />O <br />az <br />z <br />T� <br />V ■ <br />U <br />g� <br />a yn <br />3 <br />w <br />S <br />O <br />U <br />= <br />C <br />J <br />> w <br />�OR o <br />CYl <br />O <br />J <br />O <br />W H O <br />� <br />co <br />N <br />Z Z Q O Q <br />w J <br />Q <br />z <br />Wo90 <br />z <br />W <br />Lr) <br />LJ1 <br />Sat= <br />J <br />w� <br />�, o w o <br />L <br />T /r--I <br />W <br />G <br />Q <br />Z <br />a 8 <br />Q z <br />z <br />aU) <br />J Q <br />`Z <br />O <br />^ <br />S <br />= <br />r n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 2n0 <br />SHEET N0. <br />D1 <br />