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*DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE PROVIDE 2X4 MIN. BLOCKING AT BEAM CAN SIT ON TOP OF SEE ROOF COLUMN W/ (2) HTW20 PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT TY 2X4 BLOCKING P' CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING A 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) SECT. A -A PLATE TOP @ TRUSS BRIG. SUPPORT COLUMN BUILT-UP FRAME OUT TO A BLOCK EDGE (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 (SHOWN AS 4 x 4) FOR BEAM SIZE TOP CHORD WHEN REQ'D ADD 2X4 ALONGSIDE ° EXTERIOR SHEATHING ° TO PREVENT PLYWOOD (2) USP HTA20's ATTACHED PER NAILING SPAN FROM EXCEEDING JACK TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 WALL ALT: (2) USP MSTAM36 MAX 24" SPAN (EITHER USSES HIP AT 16" O.C. SIDE OR BOTH IF REQ'D) G.T STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. CONTINUOUS LATERAL BRACING- TIE BEAM BUILDER FRAMERADIUS NAIL OVER X-BRACE AS SHOWN - INSTALL BING . AT TRUSS WEBS (2T 'DNAILS O C MAX AS REQUIRED FOR NAIL12 X-BRACING-2x4SPF SYP BEAM @ RAISED ENTRY w/ 2-16d @EACH TRRUSSSS WEB CROSS BRACING DETAIL (TYP)rl—" HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL K6 SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. USP LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB CENTERED @ USP HD4101F BUCKET ISEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR 1 FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO W/ (4) 10d TOP & BEAMS TOGETHER MORE INFOPRE-ENG. TRUSS R USP RT7 O BOTTOM 2x8 BLKING. NAILED @EACH BO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN BO TOM L W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH71/_SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/3-16d @ RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. LATERAL BRACING SPECIFIED BY THE TRUSS M ADDITIONAL DIAGONAL ALL LATERAL AT 20' 0" INDICATED ON BM. OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0 '�'� OPTION A SCHEDULE/PLAN SHEATHING ATTACHED O.C. MAXIMUM. 2x4 SPF 2 LING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD PER SEE NAILING FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M . TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB g FOR BEAM SIZE & BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING I SEE PLAN FOR MAX & EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'41 WOOD MAX TRUSS 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 CANT. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 COLUMN SIZE & TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN t/ INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) INFO) PLAN FOR MORE INFO MASONRY WALL DETAIL @ INTERIOR BEARING 3 (TYPICAL) SCALE: 1/2" = V-0" COMMON BM. ATTAC H M E N TK'18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=1'-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = V-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:. 1/2"=V-0" OL VARIES 2x STUDS @26" O.C. ROOF SHEATHING SEE 1/S5 FOR USP @ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 81 NAILS AT VALLEY TRUSS 4" O.C. INFO. 2x BLOCKING BETWEEN 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. STUDS TO TRUSS W/ (2) TO O.C. 12d COMMON TRUSSES. ATTACHED PER TOENAILSS TOO TOP I 12d TOENAILS EACH END SEE TRUSS PLAN 2x4 STUDS W/ USP STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE NAILING SCHEDULE NAILS TO TRUSS BETWEEN TRUSSES (2) ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. J/S6 FOR MORE GABL 12d NAILS TO EACH PLATE INFO. TRUSS LOW ROOF/WALL VERTIVAL STUD) SCHEDULE SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d VARIES W/ PV-_ _ VARIES SEE PLAN PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD ROOF SLOPE USP LSTA30 OR USP MTW12 TO BLOCKING MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON O C TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ TYP TOP &BOTTOM ' SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR j NAILS EACH SHEATHING ATTACHED a STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP ---- o . PLYWOOD (3) 12d TOENAILS TO HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL e < TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN aa, TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR e LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. as FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @ FLOOR MANUF. CONNECTIONS SPEC'S FOR TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTIONK�22SECTION AT HIP GABLEK`12 SECTION @BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS me Z o o Z co co 0 z COC �' .�1 P, C M � s- a) ct3 ti >2LO °) t Z o •DDD tL C , V 1 (D O C M o 4--) LU 02 00 U — Q Lij - Lf)CLI F_ . t11 r— o N a — U N m0o0 2 LL t` V N Y a a°�i Q rn :5 0 o co0.n < 0) A' B D. N C B D• C a° � Lo _ °9jtEJe�,de W O Q wco v :Oil! y'ro 0 l6 Co LL C) LE LU ✓/'��asO .�a�,�li/11tiE8i1190��```� m ❑ ❑ 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 5th 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�i� >J)ro M am L^ Ln � u-LLill.-. Q 07 Q UC L 00 00 a Ems.. Z§S W J O ~ er oZ �5 W� za <a zR�a W o 0WZ u_O W N O d" U) z F W Z Z z z }o O az �W z 0 Z M w N O > o a U/ � //1 _j Q a4g 0 aVYV� 0 ( % U 2 m N M Zaoa Q Lr) Foa� $ L a Z N � �aW W —i Lr) ,--I u l 2:Q w W, S N o z U Ear O N Q Z Z <wZ aN W ! U LLJ Z z SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. D1