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r QnQCZ RQArWrl nPTAII tTVD 1 <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B FRAMED RIDGE <br />MAYBE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 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 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 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE .1 w <br />DIRECTION TYP. <br />WOOD TRUSS <br />' A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1 /2"= V-0" <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />—TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE: 3/4" = 1'-0" <br />CB <br />DB- <br />VV/ e--I Vu `w Llll.,l 1 I\VVV YYLV <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 />0 <br />7 PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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 />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO 'PREVENT PLYWOOD <br />SPAN FROM EXCEEDINGJACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS 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 />2x8 #2 SPF RIDGE BEAM <br />2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. ATE CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OIL VARIES <br />2X4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d _ <br />TOENAILS TO TOP - <br />PLATE & (2) 12d END MIN. (2) 2x4 <br />NAILS TO TRUSS SPF TOP <br />BOTTOM CHORD FPLATE <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />OILVARIES SEE PLAN <br />FOR WALL LOCATION <br />j MIN. 2X4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />OIL SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL7ti <br />MIN. 2x4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />16" O.C. MAX. <br />INFO. <br />SECTION <br />@ ENTRY s <br />SCALE: 3/4" = V-0" <br />USP LSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <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 <br />CANT. BEAM <br />OPTION. SEE I <br />SEE PLAN <br />SEE ROOFIPLA FOR <br />PLAN <br />OR CANT. <br />MORE INFO <br />/ I SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />7116" OSB FLITCH PLATE <br />CONNECTION INFO <br />_ REQ'D ONLY WHEN <br />I <br />L— <br />I L_ <br />INDICATED BM. <br />_ <br />_ _ <br />_ —J _ _ _ <br />_ _ — SCHEDULE/PLAN <br />AN <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION AINDICATED ON <br />SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT rA <br />SEE ROOF PLAN FOR BEAM SIZE & <br />CONNECTION INFO. <br />(2) HTW-20 STRAP <br />TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />2x4 STUDS W/ USP <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />CORNER <br />A � A <br />SEE PLAN FOR <br />TOPOFgEAM VV <br />_J <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />0 <br />SEE FOUNDATION <br />1.01 PLAN FOR MORE INFO <br />SCALE: 3/4"=V-0" <br />COMMON BM. ATTACHMENT 18 <br />SCALE: 3/4"=V-0" <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = V-0" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GABLE <br />TRUSS <br />W,waW,PJLelork <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />BM. SPLICE OVER <br />CENTER OF POST <br />MIDDLE <br />[— SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />MASONRY WALL BELOW: USP <br />°<. HTA16 @ 4'-0" O.C. TO GABLE <br />MASONRY WALL TRUSS BEAM BELOW: USP <br />OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />SEE TRUSS PLAN ° TRUSS <br />COMMON TRUSS <br />;a SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE4�IL� <br />SCALE: 3/4" = V-0" <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <br />KNEEWALL <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 />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 />n <br />U BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />ENTRY FRONT WALL s <br />SCALE: 1/2" = V-0" <br />USP JU26 OR IF 2 PLY <br />TRUSS USP JUS26-2 <br />TRUSS TO LEDGER <br />2X8 #2 SYP CONT. LEDGER w/ <br />(4) 16d NAILS ATTACH NAILS <br />INTO END OF EACH FLOOR <br />TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL <br />(4) NAILS EACH SIDE) <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />SEE FLOOR FRAMING <br />PLAN AND J/S6 FOR MORE <br />INFO. VERIFY WITH PLAN <br />FOR LOCATION AND <br />DIRECTION (IF PARALLE <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = V-0" <br />E <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE (2) 2x4 CONT. TOP PLATE <br />HIGH PLAN <br />TRUSS USP SPH4 EACH STUD <br />SEE PLAN <br />HIGH TRUSS <br />SEE PLAN BRG. <br />FOR CONN. <br />EXTERIOR/ROOF <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x #2 SPF STUDS TO MATCH <br />SPACING BELOW (DOUBLE LOW ROOF TRUSS <br />STUDS UNDER G.T. SEE PLAN FOR <br />TRUSS SHOP DRAWS <br />& CONNECTION <br />USP LSTA SEE PLAN <br />18 EACH LOW TRUSS <br />UD <br />SEE PLAN BRG. <br />01 FOR CONN. <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />SECTION AT DOUBLE BEARING �3� <br />SCALE: 1/2" = V-0" <br />U' <br />0 <br />ID z M <br />O <br />— o <br />z C° <br />Z� <br />QU <br />O <br />z <br />) <br />C <br />a) <br />w <br />c6 0 <br />•U — <br />w <br />0 <br />� <br />E <br />O r- <br />M <br />V <br />w <br />~ <br />— U <br />N <br />C co <br />M M <br />N 'O N <br />O O <br />U <br />O <br />L_ lL 00 <br />Q0 <br />�Y <br />o <br />Q <br />N <br />u7 O� <br />a� <br />rn <br />rn Q o <br />A <br />6 <br />1 <br />®® <br />N-C�B D C <br />/ <br />� <br />O��q-N <br />N�Nx\ <br />N��jJL19 <br />CL <br />now <br />CO <br />cz <br />•' <br />rJW Q}� M�= <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 />i <br />0! <br />O <br />ON <br />Z <br />O 2 r, <br />4 <br />r� a-' p <br />z <br />P_-+HMO <br />M <br />U0 -gyp <br />CA <br />Q Q) LL Ln <br />�- �- I M <br />V a� <br />a <br />� � <br />ra <br />Z <br />WJ <br />� <br />V_ <br />mi <br />OZ <br />wU_0 <br />LU z 4 a <br />z <br />oxZ00 <br />a <br />z>- Q O E Q <br />2 E w Z <br />ID z Ln W <br />agUWOU 'p <br />040 ceo <br />O <br />Ua~ O Z 0 <br />M <br />x <br />WW <br />�y J <br />O <br />.--I <br />fV <br />L0a <br />J_ <br />WL'u,0� <br />Q <br />�Ya' � <br />U,00S)C <br />0 <br />z <br />O <br />PO0zmo <br />O w <br />o°wW <br />Z��o�Z <br />o= <br />L_ <br />i <br />z <br />Q <br />w <br />�WoZoo <br />a1. ,<U <br />W <br />J <br />l V 06 <br />IQ'�p��a <br />O <br />�w0u_zQ <br />aw20 <br />� Qoo <br />Ln z <br />ce o <br />N � O w Q <br />Ce 0 <br />0 <br />ro <br />J�Yw <br />aQ�� <br />z <br />L- H <br />LL <br />LLJ <br />� <br />~ <br />g w <br />z <br />n- U) <br />SCALE: AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />100 <br />JOB NO: 17-5174 <br />SHEET NO. <br />01 <br />