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I I__I_11 II ! III 1'gll 111 11 tl IPII I I'll! I I I I P U'plAl I'I I II ;Ill'I 91 arril, ell jw _ I _1 <br />II __. 11 "I'I'll l'IA I1L II' I 1 111 '111 ' 1" 1' I I NI I I ' L <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <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 <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <br />PROVIDE 2X4 MIN. BLOCKING AT <br />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�'A TRUSS <br />SSES <br />HIP <br />G.T <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 />(2) 12D NAILS -� <br />AT 12" O.C. MAX <br />BEAM aC� RAISED ENTRY <br />CROSS BRACING DETAIL (TYP.)r HIP/RIDGE BLOCKING DETAIL r2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL 6 <br />SCALE: 1/2" V-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" <br />EXTERIOR <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 />AS REQUIRED <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 BLOCKING <br />MAX & EACH END ALTERNATE BETWEEN EA. TRUSS <br />DIRECTION TYP. , 1 <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 />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 <br />SCALE: 3/4" = V-0" <br />DIAGONAL - <br />AT 8'-0" <br />MAX <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 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 FFJ ITI 1_� <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TRUSS <br />CV <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- / CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL aC� INTERIOR BEARING <br />SCALE: 1/2" = 1'-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OIL VARIES <br />X <br />IT <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 />OILVARIES SEE PLAN <br />FOR WALL LOCATION <br />�— MIN. 2X4 #2 SPF STUDS @ <br />If <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />ilk SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <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 />o <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY <br />$ <br />SCALE: 3/4" = V-0" <br />USP LSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />USP HD4101F BUCK -- <br />SEE ROOF PLAN P <br />MORE IN <br />SEE PLAN <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. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A SCH DULDE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT rA <br />SEE ROOF PLAN SCALE: 3/4"=1'-0" <br />FOR BEAM SIZE & <br />CONNECTION INFO. BM. SPLICE OVER <br />CENTER OF POST <br />A A ■ <br />SEE PLAN FOR <br />USP ST18---/ <br />TYP. U.N.O. SEE PLAN FOR <br />CANT. IF <br />SEE FLOOR PLAN FOR INDICATED <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 SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />XX <br />COMMON BM. ATTACHMENT <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 L- FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @a 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 />ili?•➢ WWATATIOlO k <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />8d NAILS AT <br />4" O.C. <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <br />MASONRY WALL BELOW: USP <br />44. <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 ce. TRUSS <br />COMMON TRUSS <br />aa. SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE 12 <br />SCALE: 3/4" = V-0" <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 />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 />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 />LOW ROOF/WALL <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />Dj <br />2x STUDS @ 16" O.C. <br />W/ USP SPT22 @ <br />BASE & SPT24 @ TOP <br />2x BLOCKING BETWEEN <br />STUDS TO TRUSS W/ (2) <br />12d TOENAILS EACH END <br />( BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />VERTIVAL STUD) <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/----/ L (2) 2x6 BLOCKING UNDER- FLOOR G.T. <br />RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />EXTENSION SEE TRUSS JUS24-2 EACH END <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4"=1'-0" 1111'_� <br />DETAILS & SECTIONS <br />V u <br />Z th <br />O <br />— o <br />z�z <br />a <br />J <br />z <br />V) (D <br />Q) N <br />4--i w <br />n3 0 <br />U — <br />w <br />Of <br />~ <br />L, <br />= <br />0 <br />o 0 <br />YZLnU <br />W <br />— 8 <br />m'M <br />C f6 co <br />m M co <br />O 8 <br />za) <br />- U a <br />�_U_co <br />�Y <br />n o <br />u') Ov <br />Qrn <br />rnQo <br />A' <br />B D. <br />N�C'B -D-C <br />lll;t <br />CC. <br />o <br />/s <br />IMFAi ..,rz <br />W`nr S E <br />�° O <br />� <br />; J <br />�r <br />u.I- LLU <br />r � <br />.a m <br />(L � 1� <br />Ez <br />a <br />' iala °I <br />LLonc�(���CL <br />o1 a FL <br />'r/Id e 1 <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 />CD <br />�N <br />z <br />0 a)N <br />i-- � 0 <br />M <br />QM�Ln <br />�`- n <br />Ln <br />a - U_ <br />0—In <br />�— <br />Q� U Q00 <br />Q <br />z <br />J <br />W <br />� <br />4- <br />;z <br />z S <br /><z <br />W¢W- a <br />U480 <br />9.zw-0, <br />wD! <br />Ya0"> <br />a -Fro <br />o <br />V <br />cl) <br />M !i <br />Ln <br />T <br />i <br />z <br />O <br />Z Z <br />r o <br />¢ z <br />5w <br />J <br />F— <br />Z� <br />z <br />Ln <br />0 <br />W <br />Ln <br />�� <br />= <br />c <br />G <br />p <br />o <br />_0 <br />z <br />5w <br />= <br />N <br />) <br />J_ <br />< <br />LE <br />Lu <br />o9 <br />aor- <br />0 � <br />J: <br />LIJrQo¢ <br />a.-2 <br />UR' m <br />N <br />0 <br />ZWZ, <br />Z <br />Z <br />CY <br />W <br />J <br />Ln <br />>,W0� <br />Q z o <br />r-I <br />LLJ <br />u, <br />U <br />oa~ <br />k <br />z <br />z <br />� z <br />Z <br />m <br />N <br />Q <br />= <br />V) Z <br />¢z <br />O <br />,-1 <br />al <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />D1 <br />