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CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE 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/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH v I-TI ITT 14 DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT `—TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B--\ \ � 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A A :33 SEE ROOF PLAN SHEATHING 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) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS HIP G.T (2) 12D NAILS —y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) SEE FLOOR PLAN FOR 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 A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST I SEE PLAN FOR /-� 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 @ ENTRY FRONT WALL 6 SCALE. 1/2" = 1 -0 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH 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 SIMPSON LUS26 w/ (8) 10d NAILS M-0" WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON TRUSS 'k'k TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATED CANT. IFMTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION CN ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH IF PARALLE SEE 2/D2 FOR N 2X4 CONT. AT CONC. MASONRY WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING INFO T & B CHORD STEEL OR WOOD ( FLOOR TRUSS, 24" O.C. MAX. (AT ) 5 BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) 4 A -A ALTERNATE BLOCKING CORNER c SEE FOUNDATION SECTION AT LOW ROOF g ° PLAN FOR MORE INFO SCALE: 1/2" = V-0" DETAIL @ INTERIOR BEARING 3 55" I IYI I VIN L4 WOOD TRUSS SCALE: 1/2" = 1'-0" COMMON BM. ATTACHMENT 18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS N TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1 /2"= V-0" 00 _OIL VARIESXs 2x STUDS @ 16" O.C. z ROOF SHEATHING SEE 1/S5 FOR (10) 10d 4v VALLESEE Y TRUSS NAILINGN SIMPSON P1 S ATTACHED PER ADDITIONAL i NAILING SCHEDULE h OUTLOOKER Id AT INFO. NAILS (T BASE & SIMPSON 2x4 #2 SPF BRACING @ SP2 w/ 12 10d NAILS AT TOP 16" O.C. W/ 4 12d_ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS () COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS h EACH END ( BETWEEN TRUSSES 02 STRUCTURAL SHEATHING NAILS TO TRUSS (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL N 1>:1LOW ROOFNVALL BOTTOM CHORD PLATE MORE INFO. N TRUSS STUD) SCHEDULE ` SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ NAILS @ 16 O.C. ALONG W/ VARIES W/ - FOR WALL LOCATION SIMPSON LSTA30 w/ 1!2" PLYWOOD = ROOF SLOPE 2 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x " (22) 10d NAILS OR O 1 1/2" NAILS TO BLOCKING - SIMPSON MTS12 wl EACH COMMON BELOW @ 16" O.C. = WOOD WALL TRUSS/ FRAMING OR TRUSS. 1410d 1 1/2" NAILS 2X4 CONT. W/ (2) _;? MIN. 2x4 #2 SPF STUDS @ _ () x TYP TOP &BOTTOM SEE PLAN 16d COMMONS r 16" O.C. W/ EXTERIOR TO FLOOR GIRDER SHEATHING ATTACHED BELOW @ 16" O.C. o NAILS EACH PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON 16 STUD TYP. T&B (3 12d TOENAILS TO a PLYWOOD HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING 0i TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM .� ROOF SYSTEM TOP OF WALL CL ; SEE TRUSS PLAN 4 • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER ° (24) 10d x 1 1/2 NAILS @ 4 0 O.C. '� W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION r2i�SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 7, SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" � DETAILS &SECTIONS a (D v Z o z E3 (n z 0 Ln C9 Q) u, 4 -J w fu o O U,E ce ao UJI C M Cl) C N 0 o V LL CD NWNW QM Q O �/ao B N CW ® (f � co am4) n N ILL- co wLLJ 0A* a �� -6 Q Y LLF,<M +��{� �-. N r e.....e ✓,,�,A��"�?y� F S Ave E J To the best of the Engineer's kn �gl�$,� on, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O OCV Z O�r� ►�-iU)ro0 M Q ul) fo a cn :2 � LL zzoC U a 00 Q Z W J� O� zaa z w¢aCL U Z 6 Q U Z w Z �wZ LUK °Mo Z zU6 O z U U)� 'a Cw 06 UU _ �� V O m g fV 0 z <!R Q ~�x� $ Z J g� u� F,F 4 El? � LJ J 4 W z g z o ga~ <,z N Z z J � oob 2 _1 z SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. D1