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• <br />I <br />I <br />I <br />I <br />I <br />*DIAGONAL SPACED <br />i AT 15'-0" O.C. MAX <br />I <br />I , <br />BLOCKING <br />° <br />----------- <br />° <br />CONTINUOUS LATERAL BRACING- <br />NAIL OVER X-BRACE AS SHOWN -FL <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />X-BRACING - 2x4 SPF OR SYP <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL JYP.)rj`��HIP/RIDGE <br />SCALE: 1/2" = V-0" <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />PLAN TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />BETWEEN TRUSSES TRUSS <br />SECT. A -A p` <br />'\JA <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 />A2T 12" O.C. MAX <br />BLOCKING DETAIL 2 <br />SCALE: 1/2"=V-0" <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 />(2) 2x8 #2 SYP W/ I i BUCKET TO COLUMN <br />7/16" O.S.B. FLITCH I I� <br />PLATE TOP @ TRUSS J iI <br />BRG. �.�H SUPPORT COLUMN BUILT-UP <br />.�.' (2)-2x4's OR 4x4 W/ (2)-10d <br />I i ^ NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />� \ I I I ii <br />�. I (2) USP HTA20's <br />TYPICAL BLOCK �`� �.� i I w/(10)-10d x 1 1/2 EA. TO COL. <br />WALL li 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 4 <br />SCALE: 1/2" = V-0" <br />JACK TRUSS AS SHOWN <br />OR GABLE END SEE TRUSS <br />I LAYOUT <br />CLIP EACH TRUSS <br />( SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />I BLOCK EDGE <br />SEE DETAIL 4/D1 <br />I FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />n <br />u <br />I BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL ENTRY FRONT WALLr-6 <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" <br />USPLSTA18 _ _ _ <br />CENTERED @ — — — USP HD4101F BUCKET <br />CANT. BEAM <br />— OPTION. SEE <br />iSEE PLAN L. <br />1. <br />O.C. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED <br />SPLIT TO TIE SEE ROOF PLAN FOR <br />I I <br />PLAN <br />FOR CANT. <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />EACH DIRECTION TYP. U.N.O. VERTICAL SCAB <br />w/ MIN. (4) 12d WHEN <br />BEAMS TOGETHER MORE INFO <br />I I <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. <br />IT LANDS NEXT TO <br />I <br />I I I <br />I <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />W/ (4) 10d TOP & <br />PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 <br />I I I <br />I <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />,71/ SEE FLOOR PLAN FOR <br />I �—COLUMN <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />SIZE & BASE I <br />I <br />7/16" OSB FLITCH PLATE <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH <br />SEE FLOOR PLAN I CONNECTION INFO <br />I I <br />REQ'D ONLY WHEN <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />FOR COLUMN SIZE L — — — — <br />INDICATED ON BM. <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />— — — — — — — <br />SEE FLOOR PLAN FOR <br />— — — SCHEDULE/PLAN <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />COLLAR TIE <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />2x4 #2 SYP NAILER. NAIL <br />2. <br />ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd <br />OPTION A INDICATED ONM <br />OPTION B CONNECTION INFO OPTION C <br />TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <br />EDULE/PLAN <br />EA. STUD. TOENAIL EA. <br />ROOF AND EXTERIOR <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />�C �C <br />TRUSS TO NAILER w/3-10d <br />3. <br />O.C. MAXIMUM. <br />ALL BRACES <br />2x4SPF 2 <br />COMMON BM. TO POST ATTACHMENT A <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D <br />(2) #7X 3-1/2 WOOD <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB SCREW EACH TRUSS <br />SEE ROOF PLAN <br />SEE 2ND FLOOR WALL SECTION <br />4. <br />ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />`DESIGN <br />FOR BEAM SIZE & <br />SCALE: 3/4' -0" <br />FOR ADDITIONAL INFORMATION <br />WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />CONNECTION INFO. <br />M. SPLICE OVER <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />Dg B <br />� <br />CENTER OF POST <br />5. <br />PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />A A <br />'DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) <br />SEE PLAN FOR <br />PRE-ENG. TRUSS <br />TOP OF <br />erAM <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />I <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />— J <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />(2) HTW-20 STRAP <br />(2) HTW-20 STRAP <br />AT 8'-0" WOOD <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. U.N.O. <br />- <br />MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />CANT. IF <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />SEE FLOOR PLAN FOR <br />INDICATED <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />COLUMN ADDITIONALSIZE& <br />USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM <br />(WOOD COLUMN SHOWN) <br />TRUSS USP JUS26-2 <br />SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY <br />MIDDLE <br />TRUSS TO LEDGER <br />2X8 #2 SYP CONT. LEDGER <br />w/ PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD <br />P-1 <br />(4) 16d NAILS ATTACH NAILS INFO, VERIFY WITH PLAN <br />BEARING SUPPORT <br />INTO END OF EACH FLOOR <br />LOCATION AND <br />CORNER <br />TRUSS, 24" O.C. MAX. (AT <br />DIRFOR <br />N (IF PARALLE <br />E2/DI20FOR <br />SEE <br />FOUNDATION <br />STALL <br />SIDE OCH <br />SEE BLOCKING <br />A -A ALTERNATE BLOCKING <br />Q PLAN <br />FOR MORE INFO <br />(4) NAILS EAEACH <br />SIDE) <br />INFO) <br />DETAIL @ INTERIOR BEARING <br />MASONRY WALL <br />(TYPICAL) <br />I ly <br />3 <br />SCALE: 1/2" = V-0" <br />WOOD TRUSS <br />'4 <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />COMMON BM. ATTACHMENT <br />SECTION AT <br />LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />STANDARD HEEL HEIGHT <br />SCALE: 3/4"=V-0" <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1 /2"=V-0" <br />OIL VARIES <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />i ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT <br />VALLEY TRUSS <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />OUTLOOKER <br />4 " O.C. <br />INFO. <br />ROOF SHEATHING ATTACHED <br />16" O.C. W/ (4 <br />(4) 12d � COMMON TRUSSES. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />INFO. <br />PER NAILING <br />SCHEDULE <br />(2) 2x4 CONT. TOP PLATE <br />TOENAILS TOP SEE TRUSS PLAN <br />2x4 STUDS W/ USP NAILING SCHEDULE <br />SEE <br />PLAN <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />SPT22 @ BASE SEE <br />HIGH <br />TRUSS <br />USP SPH4 EACH STUD <br />ATTACHED PER NAILING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />J/S6 FOR MORE <br />GABL <br />SEE PLAN <br />SCHEDULE <br />BOTTOM CHORD PLATE <br />INFO. <br />TRUSS <br />HIGH TRUSS <br />BRG, <br />VARIES W/ <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />SEE PLAN <br />FOR CONN. <br />ROOF SLOPE <br />USP LSTA30 OR <br />EXTERIOR/ROOF <br />WOOD WALL <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />(2) 16d NAILS TO <br />EACH COMMON <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS <br />� @ <br />O.C. <br />TYP TOP &BOTTOM <br />2x #2 SPF STUDS TO MATCH <br />SPACING BELOW (DOUBLE <br />LOW ROOF TRUSS <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />STUDS UNDER G.T.) <br />SEE PLAN FOR <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />a <br />MASONRY WALL BELOW: USP <br />TRUSS SHOP DRAWS <br />(3) 12d TOENAILS TO <br />— — — — — — <br />a<. <br />HTA16 @ 4'-0" O.C. TO GABLE <br />& CONNECTION <br />TRUSS OR <br />OIL SEE PLAN FOR PLATE BELOW <br />— — — — <br />MASONRY WALL a <br />TRUSS BEAM BELOW: USP <br />USP LSTA <br />SEE PLAN <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLE <br />18 EACH <br />LOW TRUSS <br />• <br />o MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN a <br />.` <br />TRUSS <br />STUD <br />SEE PLAN BRG. <br />' W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />COMMON TRUSS <br />FOR CONN. <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />SEE ROOF PLAN <br />2x #2 SPF STUDS <br />PLAN FOR MORE 16" O.C. MAX. <br />�: <br />FOR CONNECTION <br />SEE PLAN FOR <br />SHEAR TRANSFER <br />INFO. <br />SECTION @ FLOOR <br />MORE INFO <br />- EXTERIOR. WALL <br />SECTION @ ENTRY g <br />CONNECTION 22 <br />SECTION AT HIP GABLE 12 <br />SECTION AT DOUBLE BEARING 13 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2" = V-0" <br />CO r <br />zoOz° <br />z� <br />Q O.J <br />O <br />C <br />cn <br />4--J w <br />p <br />-U — <br />�O <br />o <br />(� U) <br />ZD o 0 <br />.� COf ` <br />c) <br />S./ N M <br />W C M M <br />F— E f`0 ,C M <br />N <br />— 8 0 C <br />-CLLM <br />3 -00 <br />U� <br />Sao <br />o,t <br />Qrn aiQ6 <br />A1 N-C 6®D C i <br />8 D. <br />xv�;, <br />a <br />Crtitf��� <br />y • <br />.i�}j� <br />r. ;i-.� <br />rr <br />..%� <br />zn° N � f4 <br />w BLtn� <br />♦� >4 0r <br />V 9 <br />�} <br />co <br />8 e�0 <br />LLW -�,N� a <br />J o <br />a <br />m <br />❑ ❑ ❑ <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 />O <br />ON <br />Z <br />0 cu <br />M O <br />M <br />Q m Ln <br />a. V) :2 � <br />CL .-. <br />SUM <br />Q � � <br />Z E <br />WJ <br />C:) <br />��z <br />w <br />z �C'+ <br />w00Q WGW <br />U tun,0O <br />9 <br />0 0 <br />zaaza <br />c9zpaw <br />agj oLO <br />o�os�$ <br />W <br />z <br />LU W <br />J <br />O <br />3 <br />Ln <br />�a <br />o� <br />W <br />QWunj <br />-0 <br />OUj <br />Ozm <br />WWOI— <br />= <br />OZ o <br />Qv 9 <br />Q C/) <br />�2g�iz* <br /><�aM8 <br />^o <br />L r) z <br />a x U. o <br />�J0Wa <br />�>- <br />LL <br />O <br />QCL \/W <br />L <br />~ <br />Z W <br />g <br />z <br />O <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FGUZMAN <br />VERSION NO. <br />100 <br />JOB NO: 17-1799 <br />SHEET NO. <br />D 1 <br />- F. - 1 7 i1. 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