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------------------------- <br />r'%DnQQ MDAt-%1K1ir' n=-rA II (TVD X <br />SCALE: 1/2" = 1'-0" <br />TRUSS <br />NOTES: <br />CONV. 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 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 />S. 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 BLOCKINGBETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE -.4DIRECTION TYP. --- <br />IWIMveie]ON fCl <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />/ WOOD TRUSS -1 <br />A <br />BLOCKING DETAIL <br />SCALE: 1 /2"=V-0" <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <br />ROOF SLOPE <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 7 <br />SCALE: 3/4" = V-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />m <br />vvr a- rvu lw "nvl I i I Av vv­ <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 />v M * I-TI 1-4 <br />TB <br />:32 <br />PRE-ENG. TRUSS <br />CONT, ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. AT—J CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL a@ INTERIOR BEARING r3 <br />SCALE: 1/2" = 1'-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />VARIES <br />ROOF SHEATHING <br />ATTACHED PER <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />MIN. (2) 2x4 <br />SPF TOP <br />FOR CONNECTION <br />INFORMATION. <br />BOTTOM CHORD <br />PLATE <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />�— MIN. 2x4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />MIN. 2x4 #2 SYP P.T. PLATE <br />R <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 <br />g <br />SCALE: 3/4" = V-0" <br />G.T. 4—� <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 />TRUSS <br />�A <br />(2) 12D NAILS —� <br />AT 12" O.C. MAX <br />MI r% r- T A 11 <br />SCALE: 1/2"=V-0" <br />USP SPT24 TOP AND <br />BOT. W/ 12 10d NAILS <br />@ EACH STUD —� <br />MIN. 2 x 4 SPF <br />@ 16" O.C. <br />(2) USP LSTA30 W/ <br />(11) 10d TO PLATE & <br />(11)10d TO COLUMN <br />TOP OF <br />TRANSOM <br />SEE PLAN <br />TOP OF <br />WALL SEE <br />PLAN <br />HIP <br />G.T <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT, <br />PLATE TOP @ TF <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 1 112 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(13)-1Old NAILS Ea TO COL. <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = V-0" <br />8 FOR WALL BETWEEN <br />D1 ROOF SYSTEM <br />MIN. (2)2x4 <br />SPF TOP <br />PLATE <br />Ro � <br />USP LSTA30 W/ (11) <br />10d TO PLATE & <br />(11)10d TO COLUMN <br />USP M34 W/ (12) 8d X 1 1/2 <br />NAILS @ TOP & BOTTOM <br />° OF HEADER (REQ'D IF <br />:I @ OPENING LARGER THAN <br />(2) 2x8 #2 SYP HEADER <br />W/ 7/16" O.S.B. FLITCH PLATE <br />4'-0") <br />4x4 MIN. OR BUILT-UP <br />COLUMN EA. 2X4 NAILED <br />w/10d @ 8" O.C. <br />TRANSOM OPENING <br />(2) USP MSTAM36 STRAPS CENTERED W/ <br />ARCHED OR FLAT <br />(13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. <br />[NOTE- IF HEADER IS LESS THAN 8" ABOVE <br />MASONRY WALL CONTRACTOR TO INSTALL <br />IF REQ'D <br />MSTAM36 STRAPS TO HEADER & INDICATE <br />- IF REQ'D (2) 2x4 SP <br />VP <br />LSTA30 STRAPS CAN BE IGNORED] <br />2 x 4 SPF @ SILL PLAT <br />T SILL PLATE <br />6" O.C. <br />DOUBLE 2X4 W/ USP <br />MP34 @ TOP & BOTTOM <br />IF REQ'D USP SPT22 W/ <br />—USP MP34 W/ (12) 8dx1 1/2 <br />(10) 10d NAILS @ BOT <br />-- NAILS AS REQ'D <br />AND SIMPSON SP2 W/ <br />(REQ'D IF OPENING <br />12-10d NAILS @ SILL <br />LARGER THAN 4'-0") <br />OPTIONAL FRAMING TO BE <br />MIN. 2X4 P.T. W/'/"X3" <br />MIN. 2X4 SPF UNLESS <br />TAPCONS @ 6" O.C. IN <br />RECESS LINTEL <br />OTHERWISE NOTED. SEE <br />MASONRY OR 10d NAILS <br />ELEV. FOR TRANSOM <br />@ 6" O.C. IN WOOD. <br />LOCATION <br />MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE <br />W/ 2" ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN <br />O.C. & 3" FROM EACH END <br />DOOR OPENING <br />(2) 2x BUCK ATTACHED PER PLAN <br />LINTELS AT ENTRY DOOR w/TRANSOM <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 />n <br />L BUILDER FRAME <br />RADIUS <br />FL AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1/2" = V-0" <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE (2) 2x4 CONT. TOP PLATE <br />HIGH � PLAN <br />TRUSS LISP SPH4 EACH STUD <br />SEE PLAN <br />HIGH TRUSS <br />NY <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 />STUD SEE PLAN BRG. <br />01 FOR CONN. <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />SCALE: 1/2" = V-0" <br />0 10 <br />M <br />— o <br />Z <br />Z <br />Q <br />0 <br />c/1 <br />v' <br />w <br />■` j — <br />w <br />O <br />= <br />1. <br />N <br />o 0 <br />�(!) <br />U <br />- <br />wigFw <br />G1 M <br />cc <br />1,0 ::,o M <br />O oa <br />_ <br />� <br />=wCO <br />4o <br />U) <br />►I <br />o <br />A, <br />N-C-BD-C <br />�i�\`,,����fiulll <br />W <br />� <br />l cv <br />§1�; <br />o <br />o ; �io <br />i <br />�°pi <br />10 <br />E4 LL- <br />a <br />; c co� <br />Z. <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. 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I— <br />Z <br />LL1.. <br />> <br />~ <br />W <br />H <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5mll <br />JOB NO: 17-1397 <br />SHEET N0. <br />D1 <br />