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<br />. SM,~KE OE~.fcrons SHMl BE ELEen!!G
<br />POWcfiEIJ (AC) IN All ~~EVj CO~JSTRUGTION
<br />NfPA.l0'J (?t NFPA.74 lifE SAfETY CODE..
<br />
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<br />ALL~Y/OHK SHALL COMPLY WITH
<br />PRE IAILlNG COOFS ~ T~ ~,!nf, ''10
<br />BUILDING, PLUM8rNG,' r:1E 61,i~\N~CAt
<br />AND N, E, C, ' , -
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<br />Musr BE HE<J'STEHEO WHU CITV.
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<br />ELECTRICAL NOTES
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<br />General Notes:
<br />
<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, at1er fabrication per ASTM A 90.
<br />
<br />1.3, Trusses shall be designed per SBe and '[PI specifications and certified by a Professional Engineer
<br />registered in the state of Florida Bracing specified by th~ truss man~facturer (in~ernal ~o the truss
<br />system) v..ithout fastening instructions shall be fastened \\Ith 2-16d nails per be~nng POll~t at cross
<br />bracing, 10d nails at 8" o,c along stitleners (i,e, 'L' and 'T' bracing) and 3-16d nails toe-naIled at end
<br />bearing connections,
<br />
<br />14. Trusses shall be braced in accordance with the Truss Plate Institute's HlD-90,
<br />
<br />c
<br />
<br />1.5, Windows, exterior doors, garage doors and other vendor-provided exterior cladding shall comply
<br />\\ith sue section 1205 including the design criteria set forth in the following \vind load notes,
<br />
<br />J
<br />
<br />1.6. 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 \\ith 15 - 16d nails
<br />
<br />(T)
<br />
<br />
<br />
<br />Wind Load Notes,;,
<br />
<br />1.8, All non-load bearing frame walls shall be stud grade (min,) SPF or SYP with studs at 2,t" o,c.
<br />
<br />1,9, Windows in masol1lY walls shall be fastened to I x 2 PT buck strips with #8 x 3/4" wood screws,
<br />3 per side Fasten buck strips to masonry with 10d case hardened nails at ends and 8" o.c each side,
<br />
<br />@
<br />
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<br />
<br />1.10 Garage door shall be fastened \'with manufacturer's track brackets using 1/4" x 1-112" hex-head
<br />lag bolts fully seated in 2 x 4 (min) #2 SPF or SYP PT door jambs fastened to tilled masolllY cells with
<br />thre,~ (3) 1/2" anchor bolts (2" diall1. washers) per side. Anchor bolts may be cast-in-place, epoxy set or
<br />wedge type with a manufacturer's pull-out capacity of 750 pounds (min)
<br />
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<br />2.1. Design Velocity =: ]00 Mph
<br />
<br />2.2, Specitications = SHe 199] including ]992 and 1993 addendums, section 1205.
<br />
<br />.
<br />
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<br />
<br />2,), Roof Dead Load (used to calculate upliJ1 resistance) = ] 1,8 psf
<br />
<br />2.4. Maximum net uplit1 per truss bearing connection = 331.2 Ibs,
<br />
<br />.WALL DETAIL
<br />
<br />q ~,,~
<br />I == 10
<br />
<br />2,5, ~fa'{imum net upliJ1 per girder bearing connl~tion = 1518,0 lbs.
<br />
<br />2.6. Factor of safety against oyertuming = 1.5
<br />
<br />2.7. Maximum unit shear at roof diaphragm == 194,5 plf
<br />
<br />2.8, Maximum unit wall shear at midheight wall = 2~].J plf
<br />'W
<br />
<br />WALL DETAIL
<br />
<br />2,9, Roof Sheathing Fasten] 5132" AP A Rated Sheathing perpendicular to framing \\ith 3d nails or
<br />0.113" spiral shank P-nails at 6" oc, along panel edges, 12" o,c, along intermediate supports (No
<br />blocking required),
<br />
<br />!~
<br />; (J)..
<br />
<br />I
<br />
<br />(A)
<br />
<br />12
<br />1/2M CDX SHEATHING NAILED 6" ac ON EDGES AND -4~"
<br />OC IN FIELD WITH aD RING SHANK NAILS. 1/2" PLY
<br />CLIPS. "15 FELT AND FIBERGLASS SHINGLES, IF USING
<br />5 V METAL ROOFING STRIP OVER FELT WITH 1 X 4 BOARDS
<br />24" OC DOWN RAKE OF ROOF USING 2 EACH aD NAILS PER
<br />TRUSS.
<br />
<br />:()
<br />, "
<br />
<br />(B) 2 X 4 SUB FASCIA AND ALUMINUM FASCIA.
<br />(C) 16" OVERHANG USING ALUMINUM SOFFIT.
<br />(D) MINIMUM R-22 INSULATION IN ATTIC AREAS.
<br />
<br />(E) ~?~Np~~R,.5D l~~.J,R::rSi"l oJ 'I- I 'L'. ~~^' t..~
<br />
<br />(F) fPA2~ TRUSS ANCHOR NAILcu PEK MANurH~Tu~~~p~efFle~~S.
<br />
<br />(G) 1 EACH 5/8" REBAR CONTINUOUS POUREE> LII1fEt- TH!!. TO"VI!r-\l'It:AL
<br />aoO$. ~'I K,O' eMU 60No'J ~e.AIV\
<br />
<br />
<br />(H) PRECAST OR METAL LINTELS OVER DOORS AND WINDOWS.
<br />
<br />
<br />(I) 1/2" CEILING GYPSUM BOARD.
<br />
<br />
<br />(J) 8'0" FINISH WALL HEIGHT.
<br />
<br />
<br />(K) ALUMINUM SINGLE HUNG WINDOWS.
<br />
<br />(L) 3/4" TUFF RAND P.T. FIRING AND 1/2" GYPSUM BOARD.
<br />
<br />
<br />(M) MARBLE WINDOW SILL.
<br />
<br />
<br />(N) WOOD TRIM.
<br />
<br />
<br />(0) CLEAN COMPACT SOIL THAT HAS BEEN TERMITE TREATED.
<br />
<br />(P) 4 II CONCRETE SLAB WI TH 6/6 10/10 WIRE f1ESH AND 6 f'.ILL POLY.
<br />
<br />
<br />(Q) 8" X 16" FOOTING WITH 2 EACH 5/8" REBAR ON CHAlqS 3611 OC.
<br />
<br />
<br />(R) STUCCO EXTERIOR OVER 8" MASONRY WALL.
<br />
<br />PLANS ReV'~W..ED-
<br />DArE .3 -/7 -.tr s
<br />13U1WrNG ~~~:-;;;~~-
<br />
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<br />
<br />'-IV' r~()
<br />GJ\F~f\GF
<br />ENTF~Y
<br />PORCH
<br />TOTAL
<br />
<br />(s) MASONRY SILL.
<br />
<br />I (~? Lt.7
<br />L~(l?, 0
<br />18.6
<br />77,7
<br />
<br />_....,~--=~~=-:..-:.~-_.._-
<br />
<br />1963.0
<br />
<br />.
<br />(T) 5/8" VERTICAL REBAR TIED FROM FOOTINGS TO LINTEL. SEE
<br />LOCATIONS ON POUt~OATIeH' PLAN.
<br />
<br />. . 1 . Id load provisions of Standard Uuilding
<br />Reviewed for comphance WIth t led~v~1 . 1 d' 19 199? 'lIld 1993 addellllums.
<br />C d (SBe) Section 1205 1991 e IHon mc u ~ll - l
<br />o e. , , i ell e reSPOl~iIY of Ie conlraclor.
<br />Other deSign element a r-
<br />~ 1ft; f)
<br />
<br />Date
<br />
<br />F-~ () f\] 1~ r5t~~7_~ty ~.Jl::.~~__, :~J3 t~~?-' L>~)~,gt. - .
<br />
<br />SCALE
<br />
<br />APPRO'ED BY
<br />
<br />DRAN'" BY n w
<br />
<br />Smoke detectors shall be a~ded inside and outside of each bedroom
<br />and wired in series per NFPA 72.
<br />
<br />Receptacles shall be installed per NEC 210-52.
<br />
<br />Receptacles shall be in stalled per NEC 210-52(e), 210-8(a)(3)
<br />& 410-57.
<br />
<br />Receptacles shall be GFCI protected per NEC 210-8(a)(1).
<br />
<br />Receptacles shall be GFCI protected per NEC 210-8(a)(2).
<br />
<br />Receptacles within 6' of sink shall be GFCI protected per NEC
<br />210-8(a)(5).
<br />
<br />Shall be bonded per NEC l~O 31(c).
<br />
<br />Washer receptacle shall be li\~talled per NEC 210-8(a)(2) or be
<br />a sing~e receptacle.
<br />
<br />
<br />DATE 6-16-95 REVISED
<br />
<br />FLOC)F{ ~L_6f~._~~~_.__r ():~____
<br />
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<br />
<br />es Catalano, P,E.
<br />No, 42507
<br />
<br />ORA"iNG NuMBER
<br />
<br />I
<br />
|