HomeMy WebLinkAbout011-260-003GENERAL NOMS'
AGIS and be Jnte- di ate
1. T-rig-r-ig steel to corffo=c). to AS'EM
All work on this project shall conform to the 1997 edit tions of the grade defo)-c-'ned bars - ty,:)e N, grade -�� 0
- re4
UE15C, 2003 CBC, 2000 UMC and UPC and the 1999 ed 2. Unless not�ed, Mforcement bars to be lapped 40 bar
4 tion of the NBC and
licable county and/or city codes and ordinaA,:�es.
any other app
2. All walls to be 2 x 4 s"cuds at 2,611 o. c � U - 0, Nf 31 Bends in s�Lai! be � r accordance w-Ji-th 32,_8 -89.
t 4 ons on !3 o rcang are to
-)n,�� hown -for locW__
Z; 4 s afo
Finish g ade and finish floor el Co b,,e, J,2 d 0 et D-cainage 11 -, ---(. _A_
Al 1 d
D dings at I -ppe-C f cot 'r
around 0.1-1 struc`uYfes i;3 to be away ifrom bu-1- fz--t.c e of bar and denote clear coverag-e. Un -Less
e�
slope for minmum41. Swale as rewoared. no -ed othex-�,ii_Se, -concrete� Coy e) shj".11 311 vzaere
4 S placed di.--rect-ly a_nd 2" whe_r�t� conc,_ete Is
J o gra e sha-1
e-x,Y?<-_)sed to -,earth but is aq--4-
ln'Tw_ YX ED j.,c:st
4
ve a- mid de"rth unle,',s othen,(fise noted�
1. Al-! exterior doors and windows shall be weatherstripped. 5. Splices ia continuous reinforcincf shal-.i have a lal� of �!o bar F_
I I
All joints and penetrations in exterior walls, floors, and ceilings 1; -tion ie-xcept where --sho-tera io
2. diame"Cer s mini mum, in concretle constr tc
G• shall be caulked and sealed T -le-, -r- ryn 1 Y) ad-Jacent bars shall
k_� - J I I _,_
ackdraft damper control. V11
Exhaust fans and fan systems to have b m�niimljm_ Ve- -s shall be one Tpiece
3. rtical ba"
4 . Shower heads and f aucelts shall be certif ied by the C.E.C. "&4
i''I
3 n t e -r,,, -1 e n t -J. gn it-icn d,�M`Lce.
5All. cra, agpliances sh-all have an
11 he, w-mmly CAR __K11_1K( Y
o r �,,, a. n d.
o�,,rs, and door's wi-th g1az_J_:,.--q, sha� -�,e per,,manent
atla:
hed, U -values. Of di.00-,,I-s Cr windows shall.1
Tit 24, )�t acidit _J�on -fframing (),pe--r-ations nor,'�i-al to 'Che ifab-1-:L;atiani
calculations
?L -,pos"-ed and e r e c - a on indicated on, the -wood bD-ock-ing
7. Title 24 Installation Certif icatio�_ri 42"o2mci CF -GR shal] be
des 0
F!.nd backjiing requix_-ed for the work of othe-r-, tra
prior to issuance of C0rtifJ!_Cate Of OCCUT)anCy� >
ing sha'l be dou, !-as fir ot' t*he grades
2. St- ru , t la r a. -ram.-
8. lazed with viriyl frames, c L
All windows to be standard dual q
inq --rules"
14. Larops used in luminaries for gieneral lighting in bathrooms shall indicated or bet-1---er (TAIIWPA grad
have an efficiency of not less than 40 lumens per watt (usually 2 x of s;-' and rafters N10. 2
6-1 bleams
P 0 S t_ s
fluorescent) . rrl ,
Stluds .90 2
;S J_ 11 s r) a, t e s No. 2, �)�F
:?�Trp
s on concrete
Misc. roi_- o t cJ 1'�10,
i thin laazardou, b
1. Doors, winldkows, �3.rld showQz- dlooz�; w- -C Z�
3� Wood s -41-1-s bcar.Juaq conarete shall]. *z:)e bc)_"_1_--ed bolts
initfi pact resistant_. g3lat,-_t,S_
n -f_, and I a.n, sliall be, ,,)-`ithin --'2" o -P end
as -note-� o 0,
'Ul glass less than 1811 a* ove virface.!�� or wi'chin
2.
J
o f eat' piece. Eac.h sill shall receive at_ 1ea_`,_ two b031-ts,
d �positJl_on shall- be fully
2411 radius oliff door jar6bs in close
J q_ ar� This
E_ --ch bolt to receive a. 211 x 2" x, 3/16"1 s k,
tempered. , Z
In ozmai-,Lon will govern unless more stringentl' cri-ten'-,iia i.s.
3. A111 window frames to be set in f u '1. 1 bed of mastic. Lap building.
nd� ca-edl on -oli-ans.
f EI
w:rap over window flange except at sill.
n
4. Solt_ holes in- wood or steel shal"I. be 1/1611. -rer tlb.an boltG.
•
riu t s nha� I be, t ax -td -,j�b"-tigh,t �ene
riar az co,.Tlp e, n o�
PP
r "D
(1- T I E ove d
•
o ng Ihatiidware shal,!� be S
_lli ooe-).rd. seams,t b"tF e _,',Texture wa s,an ce ing �113
3
Ch co -or, cJ J e�_. ---200
2, GUS S'.
i3ia_ wi+ r,
ight '.knock -down f'i n i s h t ypi c a I
T sta'11 connectozs wJ th,,naa- aiad/o--, bo -t, as `L d 'L c at E� d in -,the
In
2. sn_-een boa:rd at all w,,: 5 t area -s
cata-', og.
etal edge at all exposed exterior corners.
3. Tm s ta I I me t'. I., plates sha 0' ARIE.:A
op p
7. Wall 11 have o4n'-s at a stud ce'nter`
It, Cut all openi-nais for outlets, switches etc., sco-re & 1kn.ock-out
LOT
method will not be used.
LOT 60VER 4-_
5. Gypsum board to be painted with primer coat prior to t eXt u r i n 9
6. Fasteners shall conform with '93C table 25-G and shall be appl-Led i n Vi: C L �Q
It
q
siuch a manner as not to fracture the face paper with the fastener
R x c e-, ot a s not -ed on the Drawings, nailing sha-11 be as spec -JI -J -Jed.
head. Fasteners shall be spaced a min-im= of 3/8 inch froa-L edges
and ends. (E) t-EAOXI -NELP
0 or rr--r
J!___de-,-, toena., .............
7. A13- ed�.�;,,res and sh
all occlur on the 1-aming mertibfar�s, e- e
Bridging to 4(oisiC, toena.il each .......... I
edges and ends which are, peropendicl.13-a-C "L-10 ithe, J_1-r;_n,0,dnS
e s
t: «try6.1 , ubi%, -)or or -s to each j,:.D`1 ad
W 'de har i x (,", subt-, oor to eacjh. Joi face, nail 3 8d
I t'
21, tr sv_bfloolr t�o -�oist or girder, bli-nd and face; nail ....... 2 - 6 d
PAINTING Sole; plate to joist o --r- block-i'ng,
twoical face inail ..................... at 1611o.c.
S,��je -plait to joist or block -i -ng, FIT
Perform. all work necessary and. reTai-_ced for completio-n. of the !i
7,
project as required 'to complete the ff-inili-s�hing of the bu-J,--lding. at braced wal.1 ........
h
parotin ng of elect -i-4 cal work in f inished areas of the 1ya-ild-ing and. -'Op plate to stud, end nail .........
L
Z_ a-- or 2-2.6d, end _,oail
113tud to sole, ],piate .... .4-8d,toen_ii 1
access doors is incluezed. the s7ar-f-ace-s to be Dou,Dle studs, fl',ace nai*l
...... at- 24 I -o. c
2. No paintin�, or f_inJ_sh_-',-.n.s:T shall be ;--3-tarlCed unti
tio Doub- e�d t_o-o n1wc_es, t -v- face nail ......... -1 6,d a, t- _,6' 0 � c /-JTM V.c
pa:i.nted or f- ini shed are 21-ri -oro-.per- cond-, I xn in every respeC`,,- U
i cation of coat :��haii ns 7_lute acce7xtance Double ton -plates, lap syplice.
Y
14
L 1I.-ociking or rafters
Wood su:rt'aces shall be sanded aurzdl dusted clean- PutIty all nai'
holes, cr'acks, etc. af iter f irst pri-me coatt t op -P ate, toe -aa. -t-1 ........ .2�z'3d
TC! J -st to piai-e;, toenaJ_ �8d t 611
Leave all glass areas, stucco surfaces, floors, wa`ks, hardware, and
4.
Top plateos, Laps and intersections, face nail,
any other surfaces clean and free of paint, stain, spatter-JiLngs,
tinuous header,
Cont
is smears, smudges which are the result of these operations . Rep lace
twopieces.- ....... 16d at 16 o C. a, Ong- each edc(e
'Lass damaged. in any way. -1 �
any g. NIL E
8d.
L_ toenail -,. ........... __ ..... (E) I
ij Ce-Ji-1--ing joist.s, to pla,-e, (E TANK
C]ontinuous header to 1_,'--=d, toenail. ... 8d
TILE
oi-s" s, C7 I' -par_JJJ � ons, face -.,aaJ I 6d
I 6Cd
n,3 J o, st s to -pa-rallel rafters, face na�
1. Wall, counte,-r"s, showers and m--'Lsc. 'Cliles to be selected by C)Vfner. e i I
Tile to be set over grout bed. a. t e r 0 7J L a t o e rz).,
.2 0 d
•
a t- na
ill brace ito each stud. a -rid pl e, Ce
2. Grout color to be selected by owner.
tr X �M
SY, sheath-J_ng or less to eacla f-ac;e na-il ...... 2 - 8d
2.0-g- --o each bear -Un
than 111 x 31, sheath" N"J
ELEC711R, CAYL
face nail .......................... d
I outlets in bathrooms, dressing rooras, and at ex-erl or location Guilt -up cornier studs .......... - !-Gd at 2411 o. c
A-1
Buil -u-o gircLier and beams...... _ ...20d at 3211o,c. at toy� and
to have G.F.I. devices.
)14 Ce
'bottom and st-,aggered ....... 2-20d at ends a_nd at. each
2. Electrical contractor to verify all fixt--ure and device 10 C. at- i 0 n s
'd a ea -h bear4 n<
2 11 � - .I-
pianlc_s ........................ ........ 2 - 16 t
iwith Owner.
y
Wj _ . _ , -S,
bU4 I
3. sha" be in coyr.,P111;
J.
code as shown on da%�wangs, dizec-,Cl W/ I attery b a c, o
ne!
circu.3-t- 'k ,c_. b,�eakers a" i -he main
4. 'Pr r X.,
'et cl r c u it s
r.''for all;bedroorn out.1- tyJ
J�
P
-A
1.
-' and or cold wa er, 1.,;
t aste
All fi s shall be �,sunp ied with hol
'Ll lines shal
t p I comprise a
4
iping as re,�uired. Waste and so - -
and ven
w7
connected with
•crom each fixture to, and
,litary sysiem
complete s&�
the waste system.
r
c
2. Al -1. waste 1i nes shall .1b.ave a cont? fall of- 114P1 p, r foo'
..reside the bu 1.3. d i nq
shall lo systc-_�n.,n in accor-da-lice�
3. Cleanov).�C.'s e aced to s- .:r_ -vice waste
M
With a-pplicabl�e codle-s best
clea-xaout shall be located. more 'Cl -ha -a 20 feet- 02f an acce. doo- ti-ra',r)
door, or crawl hole.
Jo
R
LQXX 1
& (E) NELL
,;q
Seismic ... ............ ......... Zone 3
APpp
Sititte Cot
if Windi ................................... 7 5, MPE
:Give Load ,40 Psi, �nty
Roof Live JI-Joad... ............. 6 PS
1. Concrete shall have a minimum coMpresSive strength at 28 days
and a, Maximum slum',o of -
Strength.... 2500 psi S lump ..... -.4"
2. Construction joints shall be prepared to expose clean, solidly
embedded aggregate over the entire jo-in't, interface.
p, acement o -E pipes, conduits, or other embedded items in the
Concrete shall, be in acca--rdance wit - 10. t -hese
joi-ats s.-Iabs, shall- be so a
4. contractio-r. LD I ac i� i.1::!i; the
Y itaum nsion and rarea o -C* c'. i.. do not, ed 30-
Max-
a_7eet a -ad. 600 sq�_Iare feet, resPect"VelY.
5. Structural steel shapes, tubes and pipes embedded in. concrete
shall;have a minimum of 311 concrete cover.
6.Bott
oms of _ al-, footings shall rest on firm, undisturbed soil.
Minimum depth is noted on Drawings. xt
7
:L
Environmental Heaftft----,,
AUG 2 7 2003
Chico, California
!01,
W 116 VA
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Job no.: 05-041