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SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />PLAN SHEATHING O OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />BETWEEN TRUSSES TRUSS <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 JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ Tf <br />BRIG. <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 />EXTERIOR Ic <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 />(2) 12D NAILS �' AS REQUIRED <br />AT 12" O.C. MAX <br />.V, L_,Vu �w ", i I I I%V .."" BEAM a RAISED ENTRY <br />CROSS BRACING DETAIL (TYP.) 1 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: <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 — <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 BLOCKINGBETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE , <br />DIRECTION TYP. ---\ /A <br />CB <br />DB- <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2-0" 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 />TB <br />PRE-ENG. TRUSS <br />f <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />U3 <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 />UJf' NU4 Mir- t5uklm <br />SEE ROOF PLAN F, <br />MORE IN <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 />SEE PLAN L. <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 />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT KA <br />SEE ROOF PLAN SCALE: 3/4"=V-0" <br />FOR BEAM SIZE & _\ <br />F__���j <br />CENTER OF POST <br />CONNECTION INFO. BM. SPLICE OVER <br />A A <br />I SEE PLAN FOR <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 <br />2x8 #2 SPF RIDGE BEAM <br />v <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP <br />ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. <br />U.N.O. <br />• <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />CANT. IF <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />SEE FLOOR FRAMING <br />2X4 CONT. AT <br />CONC. MASONRY <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />TRUSS TO LEDGER <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 FOR MORE <br />T & B CHORD <br />STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />VERIFY WITH PLAN <br />FOR LOCATION AND <br />BEARING SUPPORT <br />INTO END OF EACH FLOOR <br />P0. <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />EACH SIDE OF G.T. INSTALL <br />SEE 2/D2 FOR BLOCKING <br />A -A ALTERNATE BLOCKING <br />CORNER � <br />(4) NAILS EACH SIDE) <br />INFO) <br />SEEFOUNDATION <br />DETAIL @INTERIOR BEARING <br />PLAN FOR MORE INFO <br />" <br />MASONRY WALL <br />(TYPICAL) <br />1 lyl I I lySCALE: <br />3 <br />, <br />J <br />1/2" = 1'-0" <br />COMMON B M . ATTACHMENT r18 <br />WOOD TRUSS <br />'4 <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />_ <br />SCALE: - <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />STANDARD HEEL HEIGHT <br />SCALE: 1 /2"=V-0" <br />OL VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W/ USP SPT22 @ <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUSS <br />BASE & SPT24 TOP <br />@ <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />INFO. <br />4" O.C. INFO. <br />2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ (2) <br />12d TOENAILS EACH END <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS W/ USP NAILING SCHEDULE <br />( BETWEEN TRUSSES (2) <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END <br />MIN. (2) 2x4 FOR CONNECTION <br />SPT22 @ BASE SEE <br />12d NAILS EACH <br />ATTACHED PER NAILING <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />SPF TOP INFORMATION. <br />J/S6 FOR MORE <br />INFO. <br />GAB L <br />LOW ROOFNVALL <br />STUD) <br />VERTIVAL STUD) <br />SCHEDULE <br />PLATE <br />TRUSS <br />SHEATHING ATTACHED <br />2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN <br />2x4 BASE PLATE W/ <br />PER NAILING SCHEDULE <br />NAILS 16" O.C. ALONG W/ <br />C <br />VARIES W/ <br />FOR WALL LOCATION <br />USP LSTA30 OR <br />1/2" PLYWOOD <br />USP MTW12 TO BLOCKING <br />ROOF SLOPE <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />BELOW @ 16„ O.C. <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />EACH COMMON <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />O.C. <br />TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />--MASONRY WALL BELOW: USP <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />4.. HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR <br />PLATE BELOW <br />MASONRY WALL <br />e TRUSS BEAM BELOW: USP <br />ROOF SYSTEM <br />If TOP OF WALL <br />; <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLE <br />� <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />a TRUSS <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />•. <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />;a SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />�� <br />SECTION @ FLOOR <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION <br />ENTRY $ <br />CONNECTION 22 <br />SECTION <br />AT HIP GABLE 12 <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />U'"' <br />ZM <br />0 <br />ID <br />z <br />Z <br />a <br />Of <br />U, Z <br />1, C0 <br />�V1 <br />W cn <br />- --� w <br />(10 <br />U- <br />w <br />O � <br />� <br />0 <br />(/) <br />o 0 <br />m � <br />U <br />E <br />—8 <br />a� (1)w <br />c fO CO <br />2 :2 <br />O8" <br />Ya <br />�Y <br />w o <br />u7 O� <br />Q m <br />CL <br />0) Q O <br />A ' <br />B D. <br />N C B D C <br />ff <br />\0:91 <br />o <br />Z. <br />O'oNo <br />Z <br />Q;: M A. O <br />O <br />c <br />J e <br />— <br />Q" y <br />Nrn �5 1 <br />Q M <br />%_Hcq4� <br />.m040 <br />UM is's - • •,•.•• <br />-2(JFESS1i <br />W <br />Y <br />M_. <br />Q-j <br />t�flJlilllll <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 />it <br />O <br />Z No <br />o <br />�� <br />i�'i(nM0 <br />M <br />Q U-), fU Ln <br />a n �L <br />Q U <br />Q U C 00 <br />�i <br />Z � <br />WJ C:) <br />V_ <br />oZ <br />1,0" <br />u <br />zaa <br />z� <br />f <br />Wz <br />vZO0 <br />Z Uj W <br />�o�z <br />R J <br />0- LU <br />UE 8 <br />L <br />U)S��o <br />W <br />o0 <br />Z O <br />0 <br />¢U <br />fZ <br />jR <br />a <br />M <br />w <br />� <br />1 <br />U) <br />o <br />a <br />UU_ <br />fu <br />U) <br />�R <br />Q< <br />!G ¢P¢ <br />XO�U <br />LJV <br />o <br />za0- <br />za <br />a <br />a <br />8 Jj <br />at - 2 <br />W <br />J <br />LP) <br />rl <br />LLj <br />W <br />Q <br />= a , o <br />�' o z U <br />� a <br />r-I <br />a <br />Z <br />¢~Z <br />*k <br />L0 <br />Z <br />Z <br />o <br />o <br />LU <br />� <br />< <br />a <br />a- <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />D1 <br />