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I *DIAGONAL SPACED AT 15-0" O.C. MAX I , I I I I I I I I I I I I I I I I ------------------------------- CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAYBE NAILED (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" C SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES BLOCKING SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE ° TOP CHORD WHEN REQ'D ° TO PREVENT PLYWOOD SPAN FROM EXCEEDING ACK MAX 24" SPAN (EITHER USSES SIDE OR BOTH IF REQ'D) 00 (2) 12D NAILS AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" 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 2 TB Uv 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (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 @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OIL VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP -- L COMMON TRUSSES. SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD PLATE ,dkVAR SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE p 16" O.C. MAX. INFO. ' SECTION 2 ENTRY g SCALE: 3/4" = V-0" 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 WALL SEE PLAN HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. 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" = 1 -0 g 1 FOR WALL BETWEEN p1 j 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 —I' ' 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 CENTERED W/ ARCHED OR FLAT (13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. [NOTE* IF HEADER IS LESS THAN 8" ABOVE MASONRY WALL CONTRACTOR TO INSTALL IF REQ'D MSTAM36 STRAPS TO HEADER & INDICATE 2 2x4 SP - IF REQ'D () LSTA30 STRAPS CAN BE IGNORED] 2 x 4 SPF @ SILL PLAT P T SILL PLATE 7_11" 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/4" 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 2X4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS %IWA, lerk (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: USP °.. HTA16 @ 4-4-O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN ',. Z TRUSS \_ COMMON TRUSS a<. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" 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 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE. 1/2 - 1 -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 USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE HIG I PLAN (2) 2x4 CONT. TOP PLATE TRUSS USP SPH4 EACH STUD SEE PLAN HIGH TRUSS BRG. SEE PLAN FOR CONN. EXTERIOR/ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE LOW ROOF TRUSS STUDS UNDER G.T.) SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION USP LSTA I SEE PLAN STUD 18 H LOWTRUST SEE PLAN BRG. FOR CONN. 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SECTION AT DOUBLE BEARING r13 SCALE: 1/2" = V-0" LO M Zz — o CO Z Q J ZCz cn w (10 0 — U — Ow Of ~ o o (%) 004 F- U m 4)M w — 8 W W Cf M Cn N 'O CM O `0 M U(D L LL CD Sao Y Qrn , O O V rnQo A , B D. NCBDC N W Z � _ U) q• J �. LL `L i a > gi:� s � •� a WO d `J 3 o, E N ¢�2 '� s S 10 To the best of the Engine 110PI41Amation, 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. i O Z cV O�� I 00 M < V) M Ln CL fn .i q. in Q ILL. >- � (M l� V (''1 L 0000 Q Z WJ CD d' J f oZ W u- Q z v]7 wmZ� ul -�Noo t~Z>.zac� zr<U2: ?Z►a-z �aZo�a Wge� o LO oLn�g T �o apOZ d' 2W O 3J ,--I N Lr) Q I— J J c,°¢ �nY2! uWo820 z ["I"' fa W°oo80 J [V W a c) Q �g0u-z <°`Qo8 z Z o pza aLU Z CD LJL u_ j g W O SCALE: AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 100 JOB NO: 17-5176 SHEET NO. D1