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I.I I to I I I i n 1 1 1 1 1 1 1 1 1 11 _� I 1 1 1 If 1111 wg_ ._ 11111 1- - -- l 1 1 _ as _ _ 1 I 111 �_ 11 _ r CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS--� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. --\ A CB w c- I mm %W r r r w W W v v "u TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) -10d X 1 1/2" EACH \.) I-1-1 * Ffl 14 TB M2 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -V-= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) 121 PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER HIP G.T USP HLA Will- BUCK SEE ROOF PLAN FI MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRIG. TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR — I COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN_\ FOR BEAM SIZE & SCALE: 3/4"=1'-0" BM. SPLICE OVER CONNECTION INFO. CENTER OF POST A A SEE PLAN FOR /-6, JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @w ENTRY FRONT WALL s SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM AT OOD MAX-0n T/RUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. GATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 SEE FLOOR FRAMING ADDITIONAL INFO. TRUSS TO LEDGER 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) T & B CHORD STEEL OR WOOD 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE EACH SIDE OF G.T. INSTALL SEE 2/132 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) DETAIL @ INTERIOR BEARING 3 5" PLAN FOR MORE INFO MASONRY WALL (TYPICAL) VA SCALE: 1/2" = V-0" COMMON BM. ATTACHMENT rl g WOOD TRUSS APROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF SUPPORT WHERE TRUSS DEPTH EXCEEDS g TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = V-0" SCALE: 1 /2"=1'-0" OIL VARIES ��r� >>�,-z= sr T ROOF SHEATHING SEE 1/S5 FOR W/ USPDP6O.C. T 2@ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP @ EXTERIOR SHEATHING NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS 2x4 #2 SPF BRACING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN — 16" O.C. W/ (4) 12d �� COMMON TRUSSES. ATTACHED PER � I I STUDS TOENAILS EACH/END TOENAILS TO TOP —� �� SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE 12d NAILS TO EACH ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. GABL LOW ROOF/WALL VERTIVAL STUD) TRUSS SCHEDULE SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d N PER NAILING SCHEDULE �- NAILS 16" O.C. ALONG W/ VARIES SEE PLAN ^ 2x4 BASE PLATE W/ @ VARIES W/ FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD -i _f USP MTW12 TO BLOCKING ROOF SLOPE _ - MTW12 TO FLOOR (2) 16d NAILS TO 1 y l BELOW @ 16" O.C. I GIRDER BELOW @ 16" EACH COMMON 1 WOOD WALL _ OR TRUSS. 2X4 CONT. W/ 2 16 O.C. W/ EXTERIOR @ TRUSS/ FRAMING - y i O MIEN. 2x4 #2 SPF STUDS - O.C. TYP TOP &BOTTOM 1 SEE PLAN 16d COMMONS � � f NAILS EACH SHEATHING ATTACHED r7PLYWOOD PER NAILING SCHEDULE & STUD TYP. T&B @ - (3) 12d TOENAILS TO -� a.. HTA 6 @ 4 0/" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR * PLATE BELOW-- - _ MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE g SEE TRUSS PLAN a TRUSS MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (2) 2x6 BLOCKING UNDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTIONK22SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS --] 0� zo —0 z to z Q J a Q) cn w O LU I^ E o r- � o mn 04 M 00 LJJ E — coi M m O M C N O o co - LL N U N Q rn (0 m o Lo 0 v �i<0 A1 B �Bo.c f *� /r I C>CN N .n0 Z* T, 00 J � Z ' 0 �g N. .6 Laua - /�� Z CD v, 4,14 �1. Een W�Cat _ Cal in inN , To the best -qpe Erigiti*,® S IM&Qge, i(k�svination, and belief, the structyrpy p ans and spec�'f{�ns contained within these drawirij Ai id1l,Addtii'tHe Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O aJ > O M Q "v Lr� o- V) L Q "u-Ln a U Q, 00 z Q E `. z Z J � W 0 W� za z� f >~ ({��o�0 Zoo lS-0wg C7L:)I Lu wZ J J T� d- C/) �Lu W,N mow° 0 Z O zo Q z E ,--�i L z ;v M U w S 1 W J W kPo Q 58 �iriaa N 0 z�� W C ` z j Q �o H. Z LU N Ln Iii ¢ 0 J T W Q 0QQ 00 Q Z Z a1Z aLn o ��L ^ g = .J Z az r-, a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2mO SHEET NO. D1