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*DIAGONAL SPACED AT 16-1)" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ M IN. (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'-10" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A A . -----Z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE A,\ VARIES W/ 2zT1 '-4w ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSSOR ROOF SYSTEM SHEARTRANSFER EXTERIOR. WALL K�7 SCALE: 3/4" = V-0" ��j CB BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2-4- O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W1 (14) - 1 Od X 1 1/2" EACH afl 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX TRUSS SEE -ROOF w" SHEATHING PLAN 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A N SHI PROVIDE 2X4 MIN. BLOCKING AT rk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W1 (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP* -f TRUSS N G.T. Ar ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER [jAUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od 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) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. wl (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL �C_v INTERIOR BEARING SCALE: 1/2"= V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT - EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S16 FOR MORE INFO. 2X4 BASE PLATE W1 USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r2 2 SCALE: 3/4" = V-0" (2) 2x8 #2 SYP W/ — 7/16" O.S.B. FLITCH PLATE TOP @ TRUSS BRG. TYPICAL BLOCK WALL SCALE: 1/2"=11'4' EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE [-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 I FOR BEAM SIZE 2x SPF #2 AT 16" O.C. U BUILDER FRAME RADIUS AS REQUIRED KNEEWALL" ENTRY FRONT WALL P SCALE: 1/2"= V-0" USP LSTA18 USP HD4101F BUCKET CENTERED @ SEE ROOF PLAN FOR SPLIT TO TIE MORE INFO I \_ BEAMS TOGETHER Z_ SEE FLOOR PLAN FOR COLUMN SIZ M= S: E I I 71/ Z� 1 & ADDITIONAL INFO. I SEE FLOOR PLAN L SEE FLOOR PLAN FOR FOR COLUMN SIZE L _j COLUMN SIZE& BASE L — — I & ADDITIONAL INFO. OPTION A CONNECTION INFO OPTION B 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDLILE/PLAN COMMON 13M. TO POST ATTACHMENT SEE ROOF PLAN _ SCALE: 3/4"=V-0" 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN FOR BEAM SIZE & \ BM SPLICE OVER CONNECTION INFO. A �� A CENTER OF POST SEE PLAN FOR ARl, TOP OF BEAM SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER ,--SEE OUNDATION SEE PLAN FOR MORE INFO 51 COMMON 13M. ATTACHMENT SCALE: 3/4"=V-0" 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)-1 Od NAILS @ 8'O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(l 0)- 1 Od x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(l 3)-1 Od NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2"= V-0" k 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-1 Od NIDDLE ROOF AND EXTERIOR SHEATHING ATTACHED )N )N USP JU26 OR IF 2 PLY TRUSS USP JUS26-2 TRUSS TO LEDGER Z SEE FLOOR FRAMING PLAN AND 2x8 #2 SYP CANT. LEDGER W/j J/S6 FOR MORE INFO. VERIFY WITH LAN FOR LOCATION AND (4) 16d NAILS @ EACH FLOOR DIRECTION (IF PARALLE SEE 2/D2 TRUSS. MAX 24" O.C. (AT HIP 1 JACK LOCATION INSTALL (5) FOR BLOCKING INFO) NAILS EACH SIDE) MASONRY WALL CrYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" 8d NAILS @ 6" O.C. TO BLOCKING BELOW 2x4 BLOCKING @ 48" 2 ROWS OF 8d O.C. W/ (2) 16d @ 6" O.C. FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS -FLOOR TRUSS W/ USP H2.5A TO BRG/S.W. BELOW PLYWOOD SHEATHING FROM BASE PLATE TO TOP OF FLOOR TRUSS ATTACHED PER NAILING SCHEDULE I - 2x4 SPF STUDS SEE C/S3 FOR @ 16" O.C. WALL ADD'L INFO. SET BACK Z'PER DETAIL C/S3 17,7777v --)'----,SEE PLAN FOR DIM. 47 SEE FND. PLAN N FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES 6 STEP-DOWN, WALL TO TRUSS SCALE: 1/2" V-0" USP LSTA30 w/1 1 -1 Od TO BEAM & TO COLUMN M STAM 36 W/ (13) - 1 Od NAILS & (5) 1/4" X 2 1/4" TITEN SCREWS EACH SIDE OF EXTERIOR CORNER (2) 2x8 #2 SYP BEAM W/ 7/16" O.S.B. FLITCH PLATE BUILT-UP COLUMN MIN. 2-2x4 UNDER EA. END OF BEAM. MIN. (2)-10d @ 8" O.C. EACH PLY 2 X 4 P.T. PLATE CMU BASE FILLED W/ CONCRETE SEE PLAN FOR SIZE KNEEWALL @ ENTRY FRONT WALL (Corner shown. Interior Column similar) 3/4" T & G PLYWOOD SYSTEM 42 2X4 SPF 2 STUD ACK SP SPT4 // (6)-1 Od 1 1/2" PLATE INTERIOR GYPSUM BOARD SHEARWALL SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" Od NAILS @ 6" O.C. 16d TOE -NAILS @ 4" O.C. 1/2" DRYWALL EA. FACE ATTACHED W/ 5d COOLER NAILS OR 1 1/2" TYPE S OR W SCREWS @ 7" O.C. 2X4 SPF #2 STUDS @ 16" O.C. U.N.O. ON PLANS SEE C/S3 FOR MORE INFO. Z M - § z � < wv� z V) 0 (3) 4-J Lu C) Uj V) 'Ea E Ln F-- (10 0 Cj 0 (n < �A I N.C." 13 C x eo W \\N k., .4w.. A_ C%L.ULL� ..Lu %.0 CO Do To the best of the Engineer's knowledge, infor'mation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and sea[ Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z IN 0 W N �.4 w CD *5 t4i 0 rn a en N M 10 z —'sX Ln LL M -I CL Co < E WLLI _j 0 0 vz z<08 21. 8 .z III _j 0 zz C*4 Ln r%j Ln W _j IP 9 ly 0 `a < z < < �_ W g5l6i z LLJ P _j cies >- u) Z z Ce R en 0 — [W- z CD .. 0 LLJ > z 0 Z W :5 0. W 1-4 _j SCALE: AS NOTED PLOT DATE 12/7/2012 TECH: MJAMES VERSION NO. 1122 JOB NO: 17-4137 SHEET NO. D1