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I I I I . I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------------ *DIAGONAL SPACED AT 15-0" 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: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY 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 BETWEEN EA. TRUSS MAX & EACH END ALTERNATE ^ DIRECTION TYP. ---LWOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" CB BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 IT 'k IT[ W TB 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 PLAN SHEATHING 4 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING PROVIDE 2X4 MIN. BLOCKING AT (2) 12d NAILS TO ROOF OR FLOOR Q OF HIP/RIDGE, TYP.BETWEEN BLOCKING EACH SHEATHING TRUSSES W/ (2) 12D NAILS EACH END END TO TRUSS TOP CHORD 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL TYP JOINT " TRUSS MAX LSTA30 EACH SIDE PA TRUSSES @EACH END OF WALL (2) 12D NAILS -- AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'4"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 3 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 ,i-HIP SEE PLAN FOR DIM. G.T \ SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES 2� STEP-DOWN, WALL TO TRUSS , USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD —� MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF TRANSOM SEE PLAN TOP OF OIL WALL SEE PLAN SCALE: 1/2" = V-0" 8 FOR WALL BETWEEN » ROOF SYSTEM MIN. (2) 2x4 SPF TOP PLATE USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER (REQ'D IF OPENING LARGER THAN (2) 2x8 #2 SYP HEADER W/ 7/16" O.S.B. FLITCH PLATE 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. TRANSOM OPENING (2) USP MSTAM36 STRAPS ARCHED OR FLAT CENTERED W/ (13) 10d NAILS AND (8) 1/4 x 21/4 TAPCONS. IF REQ'D - IF REQ'D (2) 2x4 SPF 2 x 4 SPF @ SILL PLAT P.T. SILL PLATE 6" O.C. DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM IF REQ'D USP SPT22 W/ USP MP34 W/ (12) 8dx1 1/2 (10) 10d NAILS @ BOT — NAILS AS REQ'D AND SIMPSON SP2 W/ (REQ'D IF OPENING 12-10d NAILS @ SILL LARGER THAN 4'-0") OPTIONAL FRAMING TO BE MIN. 2x4 P.T. W/ %"X3" MIN. 2x4 SPF UNLESS TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE MASONRY OR 10d NAILS ELEV. FOR TRANSOM @ 6" O.C. IN WOOD. LOCATION MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE W/�' ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN O.C. & 3" FROM EACH END DOOR OPENING (2) 2x BUCK ATTACHED PER PLAN LINTELS AT ENTRY DOOR w/TRANSOM (2) 2x4 SPF (2) USP LSTA30 W/ (11)10d TOP PLATE TO TOP PLATE & (11) 10d TO STUD EXTERIOR SHEATHING ATTACHED PERV 2x4 STUDS W/ USP NAILING SCHEDULE GIRDER OR BEAM SPT22 @ BASE SEE SEE FL. PLAN FOR J/S6 FOR MORE GIRDER SPEC. INFO. BUILT-UP COLUMN WITH 4x4 OR (2)2x4 2x4 BASE PLATE W/ OVER /UNDER GIRDER. USP LSTA30 OR (4) 16d EA. SIDE NAIL w/10d @ 8" O.C. MTW12 TO FLOOR GIRDER BELOW @ 16" OF THE BEAM EA. TO THE OTHER. --- - -T-1 O.C. i 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" PROVIDE SOLID BLOCKING @ FLOOR TRUSS & MSTAM36 STUD PACK TO MASONRY EPDXY ANCHOR W/ 5" MIN. EMBED. INSTALL PER MFG. SPECS. P.T. #2 S.Y.P. 2x4 FRAME WALL BASE PLATE GIRDER/BEAM CONN. 34 ALLOWABLE UPLIFT 2510# B SCALE: 1/2" = V-0" SEE PLAN FOR ROOF CONFIGURATION �OOF TRUSS -J 2X4 P.T. CONT W/ 12d NAILS @ 8" O.C. TO 2X4 PLATES. 4" BUILD -CMU WALL OUT LSECTION B-B PLYWOOD SHEATHING I--► —2X4 P.T. CONT @ ATTACHED PER NAILING B 16" O.C. W/ 1/4" SCHEDULE TAPCONS @ 16" O.C. PLAN VIEW OF 4" BUILD OUT 32 SCALE: 1/2" =1'-0" 2x4 #2 SPF KNEEWALL — W/ STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I y/ I I I I I I I I I (2) 2x8 #2 SYP W/ %6" O.S.B. FLITCH PLATE SEE PLAN FOR BEAM BRG.INFO. I I BUILDER FRAME II II I RADIUS AS REQUIRED III I I L I I I 2x BUILD -OUT BEYOND I NEEWALL @ ENTRY FRONT WALL 44 SCALE: 3/4" = V-0" USP LSTA30 w/11-10d TO BEAM & TO COLUMN MSTAM36 W/ (13) -10d NAILS & (5) 1/4" X 21/4" 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) SCALE: 3/4" = V-0" ROOF TRUSS SEE TRUSS PLAN FOR TRUSS DOUBLE 2 x4 TOP CONNECTION PLATE AT BUILD OUT 2ND FLOOR WOOD WALL PLYWOOD SHEATHING SEE PLAN FOR STUD ATTACHED PER NAILING SIZE AND SPACING SCHEDULE SECTION B-B 4" BUILD OUT 2x4 CONT W/ 12d NAILS @ 8" O.C. TO 2x4 PLATES. 2ND FLOOR WOOD WALL B SEE PLAN AND SPAC NGR STUD SIZE PLYWOOD SHEATHING B \-2x4 CONT @ 16" O.C. ATTACHED PER NAILING W/ 1/4" x 3 1/2" LAG SCHEDULE SCREWS @ 16" O.C. PLAN VIEW OF 4" BUILD OUT SCALE: 1/2" = V-0" (DLO -8 ID z W z Q ID 13- z Cz 4--J w •U — O c E V) U o mM w I- � aim c W O = ai U � U. «� � 06p Q C! qg v Q O A' N C B�D C z co 0 Elm- Z ILLW '14 �N r, To the best of the Engineer's knowledge, Information, 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C Z [V OvN f> O zL IN a� MLn •g N (lun Ln Q LL- F- CL . M CC U � 00 Q ono E § WC)J Z � J �� z Uzi �g no gV 4f a �S �z y1z�� v g .J O U N g 0 f2= OOCC J O n Ln N Ln < '0 �A1�•!! Z w .. ■V Z Lu W 0G ~ � oes $ $ �O ° V (!)�a A�0190 ` O z zo8 pzU i z CD .. H .. U LLJ Z W g 1 a W SCALE: AS NOTED PLOT DATE : 12n12012 TECH: MJAMES VERSION NO. 1525 JOB NO: 17-3664 SHEET NO. D 1