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( <br />I <br />8d NAILS @ 6" O.C. TO <br />BLOCKING BELOW <br />*DIAGONAL SPACED <br />AT 15-0" O.C. MAX <br />2x4 BLOCKING @ 48" 2 ROWS OF 8d <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING <br />AT <br />O.C. W/ (2) 16d <br />TOENAILS EACH END @ 6" O.C. FLOOR SHEATHING <br />i <br />PLAN � SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />JACK TRUSS (AS SHOWN) <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />FLOOR TRUSS <br />I <br />FLOOR TRUSS W/ <br />I <br />TYP. <br />2X4 BLOCKING <br />CLIP EACH TRUSS <br />USP H2.5A TO <br />BETWEEN TRUSSES TRUSS <br />I <br />FORT PO) PLAN <br />PLYWOOD SHEATHING " BRG/S.W. BELOW <br />BLOCKING <br />SECT. A -A A <br />FROM BASE PLATE TO <br />FRAME OUT TO <br />TOP OF FLOOR TRUSS <br />A <br />( <br />BLOCK EDGE <br />ATTACHED PER <br />G T <br />SEE DETAIL4/D1 <br />NAILING SCHEDULE <br />____________________ J <br />ADD 2X4 ALONGSIDE <br />FOR BEAM SIZE <br />2x4 SPF STUDS SEE C/S3 FOR <br />TOP CHORD WHEN REQ'D <br />EXTERIOR SHEATHING <br />I <br />@ 16" O.C. WALL ADD'L INFO. <br />TO PREVENT PLYWOOD <br />ATTACHED PER NAILING <br />SCHEDULE <br />SET BACK 2" PER <br />SPAN FROM EXCEEDING JACK <br />2x SPF #2 <br />DETAIL C/S3 <br />MAX 24" SPAN (EITHER USSES <br />HIP <br />AT 16" O.C. <br />Id <br />SEE PLAN FOR DIM. <br />SIDE OR BOTH IF REQ'D) <br />G.T <br />j <br />a-ij BUILDER FRAME <br />SEE FND. PLANFOR <br />RADAS <br />FOOTING <br />CONTINUOUS LATERAL BRACING- <br />REUS <br />QUIRED <br />SPECS. <br />NAIL OVER X-BRACE AS SHOWN - <br />12NAILS <br />INSTALL BLKG. AT TRUSS WEBS <br />AT 12" O.C. MAX <br />A <br />FOR NAILING <br />X-BRACING-2x4 SPF OR SYP <br />INTERIOR SHEARWALL a@ TRUSSES <br />CROSS BRACING DETAIL (TYP.)/e" 1 <br />w/2-16d@EACH TRUSS WEB <br />HIP/RIDGE BLOCKING DETAIL 2 <br />KNEEWALL ENTRY FRONT WALL <br />6 <br />STEP-DOWN, WALL TO TRUSS �36 <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2"=V-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />USP LSTA18 _ — _ _ <br />USP HD4101F BUCKET <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE <br />MAY BE NAILED <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />CENTERED @ <br />SPLIT TO TIE <br />SEE ROOF PLAN FOR <br />MORE INFO <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />VERTICAL SCAB <br />BEAMS TOGETHER <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />2 x 6 #2 SPF 48" O.C. <br />SEE FLOOR PLAN <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />W/ (4) 10d TOP & <br />2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 <br />FOR COLUMN SIZE <br />USP LSTA30 <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />I <br />&ADDITIONAL INFO. <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 />w/11-10d TO BEAM <br />(2) 2x8 #2 SYP BEAM <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP HTW20 IN <br />PLACE OF (4) 10d <br />& TO COLUMN o W/ 7/16" O.S.B. <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />W/ (14) - 10d X 1 1/2" EACH <br />SEE FLOOR PLAN <br />SEE FLOOR PLAN FOR <br />7/16" OSB FLITCH PLATE <br />°o FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />FOR COLUMN SIZE � _ —f <br />COLUMN SIZE & BASE _ <br />REQ'D ONLY WHEN <br />°, <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />& ADDITIONAL INFO. <br />OPTION A <br />CONNECTION INFO <br />OPTION <br />INDICATED ON BEAM <br />B <br />° <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />7/16" OSB FLITCH PLATE <br />SCHEDULE/PLAN <br />° o <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />REQ'D ONLY WHEN <br />° ° <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <br />INDICATED ON BEAM <br />° ° <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />SCHEDULE/PLAN <br />O.C. MAXIMUM. <br />3. ALL BRACES 2X4 <br />2x4SPF 2 <br />COMMON BM. <br />TO POST ATTACHMENTKAN�° <br />SHALL BE NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D <br />(2) <br />#7X 3-1/2" WOOD <br />° 00 <br />NAILS AT EACH TRUSS INTERSECTION. CB <br />SCREW EACH TRUSS <br />SEE ROOF PLAN <br />° 0. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48" O.C. <br />FOR BEAM SIZE & <br />SCALE: 3/4"=1'-0" <br />MSTAM36 W/ (13) - 10d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />& (5) 1/4" X 2 1/4" TITEN ° <br />° <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg <br />g <br />CENTER OF POST <br />SCREWS EACH SIDE OF ° <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />A <br />A <br />EXTERIOR CORNER <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />SEE PLAN FOR <br />n BUILT-UP COLUMN MIN. <br />2X4 BLOCKING <br />PRE-ENG. TRUSS <br />TOP OF BEAM <br />2-2x4 UNDER EA. END OF <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF <br />SHEATHING AT TRUSS TOP <br />I BEAM. @ 8�� <br />MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. <br />C EACH PLY10d <br />DIRECTION TYP. A <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />2 X 4 P.T. PLATE <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS �C �C 2x6 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT @ 2'-0"0.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />O O <br />CMU BASE FILLED <br />COMMON TOENAILS TO RIDE BEAM <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />W/ CONCRETE SEE <br />2X4 CONT. AT <br />CONC. MASONRY <br />MIDDLE <br />O PLAN FOR SIZE <br />T & B CHORD <br />STEEL OR WOOD <br />0 <br />U <br />BEARING SUPPORT <br />CORNER Q <br />SEE FOUNDATION <br />A -A ALTERNATE <br />BLOCKING <br />PLAN FOR MORE INFO <br />51 <br />� <br />DETAIL @ INTERIOR BEARING <br />0, L43 <br />COMMON BM. <br />ATTACHMENTr18�KNEEWALL <br />@ ENTRY FRONT WALL <br />WOOD TRUSS <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4"=1'-0" <br />(Corner Interior Column <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />shown. similar) 30 <br />SCALE: 3/4" = V-0" <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1 /2"=V-0" <br />NOTE: PENDING BEAM <br />2x4 #2 SYP NAILER. NAIL <br />BEARING LOCATION, THE <br />TO STUDS w/3-16d @EA. STUD. TOENAIL EA. <br />ROOF AND EXTERIOR <br />3/4" T & G 10d NAILS @ 6" O.C. <br />EXTERIOR SHEATHING <br />BEAM CAN SIT ON TOP OF <br />TRUSS TO NAILER w/3-10d ;7r__PER <br />SHEATHING ATTACHED <br />PLYWOOD <br />ATTACHED PER <br />COLUMN W/ (2) HTW20 <br />NAILING SCHEDULE <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />STRAPS <br />SEE 2ND FLOOR WALL SECTION <br />SYSTEM 42 <br />STRUCTURAL SHEATHING <br />SPT22 @ BASE SEE <br />FOR ADDITIONAL INFORMATION <br />ATTACHED PER NAILING <br />J/S6 FOR MORE <br />SCHEDULE <br />INFO. <br />(2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F <br />� -NAILS <br />VARIES W/ <br />2x4 BASE PLATE W/ <br />7/16" O.S.B. FLITCH I� BUCKET TO COLUMN <br />4TOOEC <br />ROOF SLOPE <br />USP LSTA30 OR <br />PLATE TOP @ TRUSS � <br />MTW12 TO FLOOR <br />BRG. SUPPORT COLUMN BUILT-UP <br />1/2" DRYWALL EA. FACE <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />%� (2)-2x4's OR 4x4 W/ (2)-10d <br />ATTACHED W/ 5d COOLER <br />OR TRUSS. 2X4 CONT. W/ (2) <br />xx <br />O.C. <br />(I 1 n NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(3) 2X4 SPF NAILS OR 1 1/2" TYPE <br />S OR W SCREWS 7 O.C. <br />SEE PLAN 16d COMMONS <br />I I) <br />PACK 2X4 SPF #2 STUDS <br />NAILS EACH <br />I I <br />(2) USP HTA20s <br />@ 16 O.C. U.N.O. <br />STUD TYP. T&B <br />� III <br />TYPICAL BLOCK�� I w/(10)-10d x 1 1/2 EA. TO COL. <br />SEE ON PLANS <br />TRUSS OR <br />~ <br />WALL �� 1I ALT: (2) USP MSTAM36 <br />� <br />USP JU26 OR IF 2 PLY <br />C/S3 <br />ROOF SYSTEM <br />� � STRAPS CENTERED <br />TRUSS USP JUS26-2 <br />SEE C/S3 FOR <br />�� w/(13)-10d NAILS Ea TO COL. <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING PLAN AND <br />MORE INFO. <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />TIE BEAM <br />2x8 #2 SYP CANT. LEDGER w/ <br />J/S6 FOR MORE INFO. VERIFY <br />611 M USP SPT4 <br />W/ 6 10d <br />()- <br />SEE PLAN FOR <br />SEE PLAN FOR <br />(4) 16d NAILS @EACH FLOOR <br />WITH PLAN FOR LOCATION AND <br />X 1 1/2" <br />DIRECTION <br />CONNECTION <br />TRUSS. MAX 24" O.C. (AT HIP <br />DIRECTION (IF PARALLE SEE 2/D2 <br />P.T. SILL <br />SHEAR TRANSFER <br />SECTION c, FLOOR <br />JACK LOCATION INSTALL (5) <br />NAILS EACH SIDE) <br />FOR BLOCKING INFO) <br />MASONRY WALL <br />PLATE <br />BEAM RAISED ENTRY <br />(TYPICAL) <br />INTERIOR GYPS <br />UM <br />WALLr7*'�CONNECTION <br />r22� <br />MASONRY WALL 4 <br />SECTION AT LOW ROOFrg <br />BOARD SHEARWALL 31 <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4" <br />= V-0" <br />SCALE: 1/2" = V-0" ��j <br />SCALE: 1/2" = V-0" <br />SCALE: 3/4" = V-0" <br />UlLO <br />Z M <br />— to <br />Q� <br />J <br />r2 <br />z <br />Q) cn <br />4-J w <br />'U — <br />O w <br />10 <br />� <br />o <br />U <br />00 <br />W <br />—tg <br />dM <br />C 0 Co!— M -0 M <br />Ooo <br />L_ LL 00 <br />C Y <br />Q rn <br />C <br />obi Q o <br />A1 <br />BD®�s- <br />NCB,DC <br />e�5. <br />L <br />W. <br />N <br />0 <br />�g <br />"-- <br />g.EE � °° . <br />-o <br />UM CP e . <br />d `' <br />6. <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 />O <br />O <br />Z cV <br />O a� n <br />P-4 4-J O <br />(�M00 <br />>of) <br />Q � -gyp U-11 <br />Q U_ L1') <br />Q UU M -4 <br />00 <br />Q a <br />Z <br />WJ <br />� <br />0 <br />Woo <br />W zF,-`5 <br />(n0na <br />UF- 0 <br />�00 zaU <br />zrQUx< <br />=�zZ�zz <br />19zpp W <br />gv a W J <br />o4a <br />U S N <br />ri <br />I-aOzLLI X: O <br />O <br />N <br />Ln <br />v / <br />LUJ <br />Q <br />W0008 <br />W <br />w <br />CL <br />Zoz <br />z <br />W <br />0 <br />z�ozoo <br />~�1_c '.ac8 <br />> <br />J <br />`�06 <br />$no 82 <br />(n <br />< U:ZJ ~ g <br />�/ <br />z <br />a I C,z <br />LL <br />J�z <br />0� <br />O <br />z <br />U <br />> <br />~O <br />g w <br />Z <br />J <br />a (n <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />D 1 <br />