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01.0 00 GENERAL N E
GE 4CS.4L-,T4sa DSftf N6S ETAIL5, SP-SCIFICATIONS aid rear r� f the same
are nstr+� efts of 5ery cel and reriazn t>~e property of IFF TH 4 AiSOCiAT-Sr
Reuse in another location or pr0J'Kt is specifically nn , cdt Ccntrae- c/`�
r tyr a tees that heisha shall asset sole ano complete ,er�itt- c db-
51te cancitinn i9ncludin the 5Aiet,y.nf all perscn5
,pcn+aibiIity f_r j 5
1. 9 *e t� dloo
n ra :.at this requirement
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shall apply conGinuN1151 and not be iii, d a a
fj y. yl K�ag hours, arae that
t,.e Contractor shall defend, 'nde�nify, and hold the 4 F=1 it #� AS-
SOCIATH her lesx frax an and all ltanl!t} real or a .ono GrI T ;an r :
Y 'gedt , t connect,
Edith pericraance of this works excepting Iiabiity ar ,ng frca t Sole -
negligence of the OWNER and /or'Sr�IFFITH &M4
ASSATES,
(IuAI' Ty AS^"a ANCE, Al construction shall be in ctrk'
All apltar,ce with aa- •--
livable codes and standards including the 1982 edition > , ty� uild
r p d r ca a ilntf . S �
_ is Code tte current edition of the ,National Elect i I � plumb -
cal" ,_..
Ilnitnr.
ing and ,Y chani(rdine5 and the California State Bpildir
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y J nr I�r;,ln nk n. n^N A.
Dra'Ai"95 Snail not be 5LAe4f
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%�C dj �4tlkrdt�Nt i9aat t'tr a A rr+. r raia�fA� sL:r 1cis Prier to
4 a labricaticn or constructsn, The oniractcr agrees not to pro these -�
draw,na5 detrails and s ecificati0s without e;ntaining .!
Il o CnIF: t}H u ASSMAinn
i,or p apprnval fro
Ac rtival shall be octained p for .epdin with
#fected Cu1�4 h TION shall be pruvided by the g
r . CPJCf(�w? NArK d� 9 A :Gr to ensure
t"t? ornerlj Progression of the nrx wn ac„^ctdance Oth t
;,qsi details
p; and_ 5periii ition59
Fu"RNIS%i; aucaly and deliver to jnbsite ready for instal
f
INS'AL;r; race in iccatiwn and ccccition f^r use by Ct','e
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GENERA
OTES
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a ROOF 30 rP S. F LIVE LOAD L I ti's Lomb
a•
FLOOR 40 R S. F LIVE LOAD
STAIRS 100 F S.F. LIVE LOAD
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GARAGE F'L.a, NO p S,F.L 1' E LOA
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FOUNDATION
i.- Footrh ��s tea-beundisturbed soil with a minis um depth below final grade v "fDr and 2-stor
F' _ q _ n _ _ - ep _ f 1 6
2'-0" for 3 -story , unless shown otherwise.
a: 2. Foundation sixes are bused on a maximum total load bearing soil pressure of 150 ► p.s.f. (assutri®d }`
a OO not excavate closer than 1•Il2 : 2 slope below footings!
CONs.wRE N
1 Ail concrete 'tfiall d6-veloP a minimum 28 -day compressive strength of 20_00 ps.i.-
2. Concreting methods , forms and shores shall be in accordance with latest A,C.I. Standards.
REINFORCING S'T'EEL.
l.. IT4_`Inforclnq" `liars to !.,,,e deformed bars conforming to A.S.T.M. A305 -56T
2 All welded w1re fabric shall conform to current A. S. T. M. Spe.cif i cations,
L All sawn iumbe.r shall be Douglas Fir Larch lumber installed as required on nailing schedule ,on plans
and detail's , and In specifications.
2 Grading shall be in accordance with • current WW PA StandardGrading Rules
A. Grade No. i Post and beams F 2 x 6 T a G No.3 Grade D.F.—Sub-floor over
.post / be am
B. Grade No.,2 Floor and ceiling joist , rafters
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G. Grade No.3 Sills , 'planes, blacking G. 1✓2� C•D Plywood 32P16 . Roof and wall sheat:q,
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D. Stud Grade DY. Stud
H. 1/2 Particle board .. , Floor underlayment
_ . ,
t E. 5/8" C•D D.F Piywaad .. � DPP®r sub, floor over joist
I. Glu -lam Beams (i�lb 2200 )'per A.I .T.C• Indust'r'ial
�,. Grade with dry- use adhesive. ( Interior)
NOTE'. Solid Interior beams visually exposed to be "clearp grade, free -of- heart center.
All exterior and Interior bearing wall openings shall have 4x 12 No. l D.F headers unless shown otherwise.
3. Plywood
A All structural sheathing shall be D.F P.lywood C` -D 32'16 as indicated on plans and sections.
INSULATION
Vaulted fit- 19 with vapor barrier on farm side (winter) 7 Foundation wells at crawl space
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1. Raaf Va . �w
Flat R• 30 with vapor barrier on warm side (winter R-11 to 1-0 'min;lmum below
41 2! Walls (exterior) R -/13 -with. vapor barrier on warn side (winter) outside finish grade (if crawl -
3. Floor over unheated s oce R-- 19 with vapor barrier on warm side (winter) space heated
i P �� � P )
4. Ba ►ement wall ( if any R- 11 to 12 below exterior rade line
5. Basiement floor slab ,on grade R 4 (1 'x 24" R! i_d ) at sr�meter on rade 8. Insul, at crawl perimeter to
q P 9
6. Furnace ducts inr un`heuted space R- 3.5 have a flame spread rating of
I
MISCELLANEOUS
25 (max,) 6, a smoke-dansity
.. rating of 450 (max.) 1713c U.Q.C.
L Each bedroom to have at least one window with maximum 44"sill height above floor.
let for fireplaces and stoves per sect. 3707 (i )` U.B.C.
2. Provide combustion air in
Oto
3. Tub crud shower recess to have i/2"water roof gypsum board. Wails to have hard moisture resist. surface u
P P 6'' O"min.
r 4. Exhaust tan, range hood, clothes dryer to vent to outside.
.�windows and patio chars to be glazed with insulating glass. ,
.'anerol contractor shall be responsible for verifying all dimensions and editions with architectural mechanical,
h and electrical plans.
7. This structure to be adequate►y braced for wind loads unt ll the roof and wall units_ have been permanently
attached together.
& Any discrepancy In plans to be brought to the, attention of the DESIGNER prior to proceeding with work:
9. All good In permanent contact with concrete to be pressure -treated with a water- borne, preservative,
10,. Smoke detectors to be connected to house power.
NAILING SCHEDULE
CONNECTION NAILING (contd.)
1! Joist to sill or girder, toe nal 1 3- 8d 13. Ceiling joist to parallel rofters, face noil.,3l16 d
2. Bridging to joist, toe nail ea. and 2- 8d 14. Rafter toPI ate toe nail 3- 8 d
3- 2- subfloor to joist or girder -blind a face nail 2 --16 d 15. Bul It - up corner studs -16 d 0 24 a c,
4. Sole plate to joist or blocking face nail 16-d 16 o, c. 16. Plywood sub floor 8 d' com. 0 6 o.c.. edge
5. Top ate to stud end nol l 2-16 d
, .P plate � i4 a•c, interior
6! Stud to sole plate 4 $d toe nail
r 17, Plywood wall sheathing 8d co ! 6 C.,e e
or; 2+16 d �d na'i l M
12 o,c interior.
7. Double studs face nail 16 d a 160o.c.
18 Piywood roof sheathing 8d corn: l o.c. edge
-8. Doubled top Oates face nail 16 d 160 o.c.
.
BUTTE 0� - a I200.c. interior
9. Top piates, lop & Intersectlan6 face nail 2-16 d _ °` -�,`'
BUIL Q
w � IC, Continuous header, 2 pieces 16 c�, ' 16 o.c, along ea. edge I�p(� � :]] `(''
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!I, Coil! n joist to plate to nol l 3
-8d
R 12, Oail In olst lops, r rti4ieuts fay nal 3 _ I6 d
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