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<br />General Notes:
<br />
<br />,
<br />
<br />}, L All reinforcing steel shall be ASTM A 615, Grade 40
<br />(min.)
<br />1.2, Anchorages shall be hot-dipped galvanized, atler
<br />fabrication per ASTM A 90,
<br />I,), Trusses shall be designed per SBe and TPI
<br />specitkations and certitied by a Professional
<br />Engineer registerM in the state of Florida, Bracing
<br />specified by the truss manufacturer (internal to the
<br />truss system) shall be fastened with 2-16d nails per
<br />bearing point at cross bracing, 10d nails at 18" o.c,
<br />along stitleners (i. e, ' L' and <T' bracing) and 3 -16d
<br />nails toe-nailed at end bearing ~onnections"
<br />1.4. Trusses shall be braced in accordance with the Truss
<br />Plate Institute's Hlll-90,
<br />1.5~ Windows, exterior doors andother vendor-provided
<br />exterior cladding shall comply with the design
<br />criteria set forth ill the following wind load notes.
<br />1.6. All structural and dimensional lumber shall be #2
<br />(mill.) SPF or SYP.
<br />1.7, All load bearing frame walls shall be stud grade
<br />(min.) SPF or SYP with studs at 16" o.c.
<br />1,8. All non-load bearing frame walls shall be stud grade
<br />(min,) SPF or 8VP \~Ith ~t\,l~~~;24r Occl c-
<br />1.9, The bottom c1f~1' 9.1" gab!e. ,~itd ~~iSS srla I' qe ~i ('
<br />restrained by ~lIl)pson III {fuss anchors \YII:P~ --
<br />IOd nails ea. @.J2" o,c. ' ., '"
<br />1,10. Windows in \f00d~ fr Jiued !\vaUtsJ)all, ~~'<Jin'thn\~dl
<br />aluminum fastened.dir~5tly ~o fr,~p'~n~ "'i~~'~ - #8 x 1-1/4"]
<br />\'iood screws per SIde:'" ., , .' ., ... ,d,.1
<br />
<br />Wind Load Notes~
<br />
<br />2.1. Design Velocity == 110 Mph
<br />2.2. Speciticatlons == Slle 1991 including 1992 and 1993
<br />addendullls, section 1205,
<br />2.3. Roof Dead Load (used to calculate uplitlresistance)
<br />== 11.6 pst'.
<br />2..4. Ma.ximum net uplitl per truss bearing connection =
<br />524,8 Ibs,
<br />2.5. Maximum net uplifl per girder bearing connection ==
<br />1132,3 lbs.
<br />2.6, Factor of safety against overturning::;: 1,5
<br />2,7, Ma.ximum unit shear at roof diaphragm ::;: 224.2 plf
<br />2.8, MaximUlll unit wall shear at midheight wall == 747,)
<br />plf
<br />2,9:- Roof Sheathing: Fasten 7/16" OSIl Rated
<br />Sheathing perpendicul'lr to framing \'vith 8d nails or
<br />0.099" spiral shank P-nails at 6" o,c: along panel
<br />edges, 12" Q,C. along intermediate supports (No
<br />blocking required), Fasten to existing by placing a
<br />2x4 nailer along valley \'vith 8d or 0,099" spiral
<br />shank P-naifs @ 4: Q,C,. Fasten new sheathi~ [
<br />nailer per note 2,9.
<br />2',10. Shear Walls: Fasten 15/32" APA Rated Sheathing I
<br />(CDX) to wall framing with 8d nails or 0,099" spiral I
<br />shank P-naits at 6" o,c along panel edges, 12" o,c. I
<br />along intermediate supports, Fasten ends to I
<br />toundation \'vith I-simpson LTT20 \'vith 1/2 epoxy ~
<br />set or cast-in-place anchor bolt and 10 - 16d nails I~
<br />ea, end, i'
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<br />ADOITIC)N f\REA -=: ~~52
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<br />-r-OTAL = 57?
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<br />, ~ertilie? t~r ~ompljall,ce with the \~i!ld ~oad p~ovisions of Standard Building
<br />. Cyde (S~C) SectIon ~ ~05, 19~ri~lIIcllldlllg ~?92 allll1993 addendullls.
<br />Other deSIgn e1emenls shal v- o~ o~; contractor.
<br />
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<br />.James C,it' (no, P.E. ~
<br />N 42507
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<br />MArCH EXISnNG
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<br />WOOD, EXTERIOR, .Wf\LLD E TAl L
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<br />WALL DErAIL NOTgS:
<br />
<br />(A) 1I2"CD:< SHEATHING NAILED Pat N()1~ ~lq
<br />Wl~H STEEL PLYCLIPS, 315 FELT AND FIBERGLASS SHINGLES.
<br />RIDGE VENT AS NEED.
<br />
<br />(8) ENGINEERED ROOP TRUSSES. PITCH TO VERIFIED ON SITE BY tRUSS
<br />MANUFACTURE:.
<br />
<br />(C) MINIMUM R-22 INSULATION IN CEILING.
<br />(D) DOU8LE 2 X 4 TOP PLATE.
<br />
<br />11lSC NOTES:
<br />
<br />~~~V~~~~A~~~A~O ~~E~~~i~~~DA~~ ~~~~~~~~o~~ COME FROM EXISTING
<br />KITCHEN IN EXISTING HOME TO BE RELOCATED TO NEW ADDITION,
<br />
<br />:7 I(
<br />(E) DOI.,J8LE 2 X12 PINE BEAM WITH 1/2. CDX NAILEDt.-fooJr' &{e$ -.
<br />AND GLUED OVER DOORS AND WINDOWS,
<br />(F) 1/2- GYPSUM CEILING MATERIALS.
<br />(G) ALlJllINUM SINGLE HUNG WINOOt.,S.
<br />(H) 8'0" CEILING HEIGHT,
<br />(1) ALVMINUM SOrFlT AND FASCIA OVE~ 24" OVERHANG ANO 2 X 4 sua
<br />FA$,C.tA.
<br />(J) 5Ir~e$QtJ l.,.T7 lo ,1~eG "letl! z\!oL ANCHO~ AT ~NOS
<br />OF SH~ARWALLS.
<br />
<br />PLANS RE. ,V I EWE((D
<br />OA TE q -::;Lf? -9
<br />&-.......-.~:a....-
<br />
<br />BUllOING OEPT: A~;ROVE;0
<br />
<br />(K) 1/2" ANCHO~ BOLTS
<br />
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<br />
<br />(L) 4" CONC~ErE $~Aa WITH Q/6 10/10 WIRE MESH AND 6 MILL POLY.
<br />
<br />" .' "
<br />00 '1/2". COX SHl!A HING ON 2 X 4 SlUD WA~L NAILED ~." <! lr14e.s
<br />, ,{I'll (Cl. ) \' d NAto /) ~ 0. a~ /IN (AND TYVEK HOUSE WRAP OR lU 5
<br />WtTHSTUCCOXTEAJOR.
<br />(N) ~1NGLE2 x 4 P.T. 80TTOM PLATE.
<br />(0). CLEAN COMPACT AND TREATED SOIL,
<br />-(P) e- x 16- POOTING WITH 2 EACH 5/0- REBAR ON CHAIRS 36" OC.
<br />(0) C'IM ANCHOR AT THIS
<br />
<br />Bf~~~J_:\~~~I~~9c~J~~~-~2~~I: 19~-- ....
<br />
<br />APPROVED BY
<br />
<br />DRAM-4 BY R W
<br />
<br />SCALE
<br />
<br />OATE.8-4-94
<br />ZEPri'(r\H ILL~;
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<br />
<br />DRAWING NUM13ER
<br />
<br />1
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