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<br />POST DETAIL
<br />
<br />POST DETAIL:
<br />
<br />(A) WOOD POST TYPICAL, ,J 0 \) \ 5
<br />() SI~r~"1'1 ~~:L v:..,, N~'l--
<br />B ENGINEER SPECIFICATIONS. I
<br />SIlV(P~'JH ,L\CE4 P-\- .lb(\ N",lL.~ ANCHOR PER
<br />(C)
<br />'ENGINEER SPECIFICATIWj40 Ii II. 1 -1^1L-~
<br />I' 1M r > D~ fP; _ '1 _ 12, I ~ G\ 1'.1/." ANCHOR PER
<br />(D) '7
<br />ENGINEER SPECIFICATIONS, , '
<br />BEAM WITH SINGL~ LAYER 1/2' COX IN CENTER WITH
<br />(E) ~O~~~; ~FX1~~ NAILS 8'OC SrAGGERED ON EACH SIDE,
<br />
<br />(F) ROOF TRUSS TYPICAL AS PER WALL DETAIL,
<br />
<br />(G) CEILING PER OWNER TYPICAL ALUMINUM SOFFIT MATERIALS,
<br />
<br />(H) TYPICAL CONCRETE SLAB PER WALL DETAIL.
<br />H 5/8' REBAR ON CHAIRS 30' OC.
<br />(I) MONOLITHIC FOOTING WITH 2 EAC.
<br />
<br />ANCHOR PEI~
<br />
<br />WOOD WALL DETAIL NOTES:
<br />
<br />. ,
<br />
<br />~
<br />1/2" SHEATHING NAILED PErl. N o"t(;. Z. 14 , Z.IO, AND
<br />PLYCLIPS. #15 'FELT AND FIBERGLASS SHINGLES. RIJGE VENT AS
<br />NEEDED.
<br />
<br />(B) ENGINEERED Roor TRUSSES SEE ELEVATIONS TO VERIFY PITCH,
<br />
<br />(C) MINIMUM R-22 INSULATION IN ATTIC AND MINIMUM R-19 IN KNEE
<br />WALLS.
<br />(D) S l ~ I'~ DN ~rs vi &,. f> t.( Nt\lt\ ANCHOR AT THIS LOCATION.
<br />
<br />(E) DOU6LE 2 X 12 PlNE HEADERS WIT,H 1/2" CDX IN CENTER .:t L vLDN5
<br />, (p c..l NJ\ I (". "e It ' 0 I C. e- ^ f'" A (:.. t:::. .
<br />
<br />(A)
<br />
<br />(F) DOUBLE 2 X 4
<br />
<br />'\
<br />TOP PLATE.
<br />r
<br />GYPSUM d Gt ~ 5
<br />
<br />S(tJLt;~ ~ e
<br />
<br />i 1/ ~ I (
<br />
<br />(G) 1/2" CEILING
<br />
<br />(H) ALUMINUM SINGLE HUNG WINDOW.
<br />
<br />(I) WINDOW SILL.
<br />
<br />(J) 2 X 4 STUD WALL WITH R-11 INSULATION. 1/2" GYP~,iUM BOARD ON
<br />INTERIOR OF WALL.
<br />(K) S I'" P? 0 N L l' T 1-0 .// 10-' 6 ~ I'-~{l.s ANCHOR AT EACH END
<br />OF SHEAR WALLS'ONLY.
<br />
<br />(L) SINGLE P.T. 2 X 4 BOTTOM PLATE.
<br />
<br />(M) 4" CONCRETE SLAB WITH 6/6 10/10 WIRE MESH, AND 6 MILL POLY
<br />CLEAN AND'COMPACT SOIL THAT HAS BEEN TREATED FOR TERMITES.
<br />
<br />(N) 2 X 4 SUB FASCIA AND ALUMINUM SOFFIT SYSTEM. I . .
<br />
<br />(0) 1/2" CDX SHEATHING NAILED ~P~f2 rlD-rlE:"~ Z.tt (t ldL
<br />AND TYVEK HOUSE WRAP. SIDING PER BUILDERS SPECIFICATIONS.
<br />." 11 " ~ Z II () I c. ./1 Z "4 v.j A t.>KI:Yl. ~
<br />(p) 1/2" ANCHOR BOLTS ~ ~
<br />
<br />,
<br />(Q) a" X 16" FOOTINGS WITH 2 EACH 5/8" REBAR ON CHAIRS I ,
<br />(MIl'{ 1-4r ": 2-'5") WITH 5/8" REBAR VERTICAL RODS
<br />
<br />Wind Load Notes:
<br />
<br />2,1.
<br />
<br />Design Velocity = 100 Mph
<br />Specifications = SBC 1991 including 1992 and 1993 addendums, section 1205,
<br />,
<br />, I
<br />Roof Dead Load (used to calculate uplift resistance) = 11.8 psf.
<br />
<br />
<br />Maximum net uplift per truss bearing connection = 448,0 lbs,
<br />
<br />
<br />Maximum net uplift per girder bearing connection = 0,0 lbs,
<br />
<br />2.2,
<br />
<br />2.3,
<br />
<br />2.4,
<br />
<br />2,5,
<br />
<br />2,6, Factor of safety against overturning = 1.5
<br />
<br />MaximUl~1 unit shear at roof diaphragm = 308.4 plf.
<br />
<br />2,7,
<br />
<br />2,8, Maximum unit wall shear at midheight wall = 450,7 plf.
<br />
<br />9 R f Sh tl' 'Fasten 15/32" AP A Rated Sheathing perpendicular to framing with 8d nails or
<br />2 00 ea 11ng, , d' rt (No
<br />0: 1'13" spiral shank P-nails at 6" o,c, along panel edges, 12" o,c, along mterme late suppo s
<br />
<br />blocking required),
<br />
<br />f D' 1Ft n 15/32" AP A Rated Sheathing perpendicular to framing with 8d nails or
<br />2,10, Roo lap 1ragm: as e , ) 6" lId es 12"
<br />0,113" spiral shank P-nails at 4" o,c, along diaphragm bounda~ (fascia, ,o,c, a ong p~~e e g ,
<br />o,c, along intermediate supports, Provide 2 x 4 blocking edgeWise along honzontal panel Jomts,
<br />
<br />2 11 W d-Frame Shearwalls: Fasten 15/32" APA Rated Sheathing to frami?g with 10d nails at,3"
<br />aion' the ~~p and bottom plates, 4" o,c, along panel edges, 12" o,c, along intermediate supports, PrOVide
<br />2 x ~ blocking edgewise along horizontal panel joints, Shearwall ends shall be doub,le studs fastened to
<br />bottom plate with one (1) Simpson L TT20 tension tie with a 112" epoxy set ,or c~st-m-place anchdor b?~
<br />with a manufacturer's pull-out capacity of 1,750 pounds (min), Fasten tensIOn tie to double stu s Wit
<br />
<br />10 - 16d nails,
<br />
<br />2 12, Exterior Sheathing: Fasten 15/32" AP A Rated Sheat?ing to framing with 8d nai~~ or 0,113"
<br />s'ira1 shank P-nai\s at 3" along the top and bottom plates, 6' o,c, along panel edges, 12 o,c, along
<br />i~termediate supports, All exterior sheathing shall ex~end from the,b?ttom plate to the top member of the
<br />top plate, Provide 2 x 4 blocking edgewise along honzontal panel Jomts,
<br />
<br />2,13, Gable End Truss: In addition to the bracing speci~ed ~y the truss manufact~rer, the botto,m
<br />chord of gable end trusses shall be fastened to the top plate With Simpson H6 anchors With 16 - 8d nails
<br />
<br />each at 24" o,c,
<br />
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<br />
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<br />
<br />ELEVATION
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<br />General Notes:
<br />
<br />1.1. All reinforcing steel shall be ASTM A 615, Grade 40 (min,)
<br />
<br />1.2, Anchorages shall be hot-dipped galvanized, after fabrication per ASTM A 90,
<br />
<br />1,3, Trusses shall be designed per SBC and TPI specifications and certified by a Professional Engineer
<br />registered in the state of Florida, Bracing specified by the truss manufacturer (internal to the truss
<br />system) without fastening instructions shall be fastened with 2-16d nails per bearing point at cross
<br />bracing, IOd nails at 8" o,c, along stiffeners (i.e, 'L' and 'T' bracing) and 3-16d nails toe-nailed at end
<br />bearing connections,
<br />
<br />1.4, Trusses shall be braced in accordance with the Truss Plate Institute's HlB-90,
<br />
<br />1.5, Windows, exterior doors, garage doors and other vendor-provided exterior cladding shall comply
<br />with SBC section 1205 including the design criteria set forth in the following wind load notes,
<br />
<br />t ,6, All structural lumber shall be #2 (min,) SPF or Syp,
<br />
<br />1.7, All load bearing frame walls shall be stud grade (min,) SPF or SYP with studs at 16" o,c, with a
<br />double top plate, Top plate joints shall be lap-spliced a minimum of 48" and fastened with 15 - 16d nails,
<br />
<br />1,8, All non-load bearing frame walls shall be stud grade (min,) SPF or SYP with studs at 24" o,c,
<br />
<br />1.9. Windows and sliding glass doors (SGD) in wood framed walls shall be 'fin' framed aluminum
<br />fastened directly to framing with 3 - #8 x 1-1/4" wood screws per side for windows, 36 total for SGDs,
<br />
<br />1,10, Garage door shall be fastened with manufacturer's track brackets using 114" x 1-1/2" hex-head
<br />lag bolts fully seated in 2 x 4 (min) #2 SPF or SYP door jambs fastened to multiple header studs (3 min,)
<br />with four (4) 112" x 4"lag bolts (2" diam, washers) per side,Track assembly and attacmhent must provide
<br />a minimum manufacturer's pull-out capacity of 1650 pounds per side,
<br />
<br />RYMAN
<br />
<br />CONSTRUCTION
<br />
<br />SCALE
<br />
<br />APPROVED BY:
<br />
<br />DRAWN BY R W
<br />REVISED
<br />
<br />Reviewed for compliance with the wind loag, provisions of Standard Building Code (SBC) Section 1205, 1991
<br />edition including 1992 and 199 (l ndUllC,bthe -desi n elements shall be the responsibility of the contractor,
<br />
<br />DATE 8 -14 - 9 S
<br />WEDGEWOOD
<br />
<br />2/37
<br />
<br />
<br />MOI)EL
<br />
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<br />DRAWING NUMBER
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