HomeMy WebLinkAbout120 N. Oak (S-2)C. `STEEL ROLLING DOORS
1. General:
n rd non labeled service doora,.made by Kinnear, or equal. Special
jamb detail, as indicated on drawings.
2, operated doors: rolling door
Motor operation equipment similar and equal to Kinnear F.P.O. Steel /110 vol
single phase, current. Provide equipment for 2- etation.control. All
equipment furnished by door manufacturer. Wiring is specified under
"Electrical Work Mechanism to include emergency chain operating
device.
3. Manually operated doors:
Chain operation, standard with door manufacturer.
4. Installation,:
install by factory trained mechanics; adjust to operate perfectly.
D. TOILET E'NCL03URE3:
Ceiling hung type Mind •Marblmetaln or equal. Baked enamel finish
standard with manufacturer, color selected by Architects. Install
according to manufacturers printed directions. Adjust doors Hardware
'to-operate perfeetly'at of acceptance. ,Make further adjustments
'required within guarantee period. Instruct general contractor upon
inatallation.of 3•n3"x 5/16 angle 12a long hangers furnished by
manufacturer.
E. ANGLE GUARDS, JAMBS.OF STEEL ROLL OF DOORS
.3x3x1/4 °,angles, as detailed.
ALUMINUIWINDONS Ball conform to the' following requirements.
A: MATERIAL
63:St -5 Aludinum alloy. The metal thickness of all bars constituting
window frame shall be not.lese than 5/32*
MANUFACTURER-
iDntell products,'2C36 fifteenth Avenue West, Seattle or equal.
_C. FABRICATICii ERECTION
A11 face members to have mitered corners. A11 joints water tight securely
anidior3o adjacent construction. Conceal screws where possible.' Erect
work. to true lines plumb and level. Provide shop drawings of all details
for'Architects approval.
D. &m at TRFAAMENT.
Alumilite process after fabrication but before erection.
.PROTECTION
A11 oxposed,fifiah aludinum work to be protedted from work of other
trades as, specified under *Painting" specifications.
As CARPENTER C X Na& INCLUDED IN THIS DIVISION
Forms, for concrete are.in 1uded in_that Division.
14:' GR&DTNG Rlfl governing lumber and millwork, shall be as follows:
•1. For ayyft `:mods: r
Standgrd• grading,& Dressing Rules of West Coast Lumberman Assoc.,
Edition No..I2. effective March 1, 1943 with Supplements Nos. 1 2.
2. For bawl wood.
Latest rules of'the National tardeimd 4saociation.
C. GRADE'RARE 2[tAL)k YARR MILL IDENTIF],CATICN MARK bf-the Association
,having juz oti,o "ball erpea; on ea piece'of lumber, _CHt Each shipment
anal' -,tie "abcc snied'by,a..C,e. inapectjoq:" t
;:t r iiti t f i, u i �i r r.'..w r
D ifAiINOM YO ISTU E CONTENT of lumber millwork:shall be asr.foll•owa:
Millierk L aird harsh' 12%
,Nailing blocks in and concrete y 16%
T G'Bodf Decking 19
Bough -laimber':. as dry as the, market affords.
E. MOISTURE CONTENT,CERTIFICATES'
Elk'nish,'ip,recegnised, authority, if and•when requested.
F STCNAGE''& PROTECTION
Protect eopdwerk fro: the weather. See that•building is thoroughly dry before
finish'is placed
G: TimikRARY
Provide when Architects judge neceesary,fon,protection of'the. work, r
H.: ROUGE HARDWARE
•?rovide ell necessary for of carpentry and millwork.
Siren .psid- 'quantities,suffiddent to draw, a sid;hold'.members securely in place'
Nailing -pluga, concrete same as specified .in paragraph 3 -1,H.
ROUGH CARPENTRY shell conform to the.following, requirements:
A'.. -BOUGH LGY.B
;Dongiae,fir, unless otherwise shown or specified. 'urface 4 sides to
a tanderd•dimenaion.
B, ,FRAMTNO LUMBER
1. ,Exposed. roof purling: Selec-t ativsetural, grade.
2. Joists+ &;T &G Roof decking: y1 Dimension grade: grade-
3. All other framing lumber i f2 'dimension grade.,
C.. 'F1tAMIxG',
$et':Joiste withx crown aide up. Frame roofs, for free fl oir'of water to gutter
and-outleta•bysethod-iidicated on'drawings;; Secure with sufficient nails,
apikes.dpd,bolas to.inure.rigidity:as directed.' Frame as required_'`Yor the
installations of plumbing and Beating. Inatall. all 'murk to true lines and
•,dimensions ;'plumb and level unless otherwise shown on drawings.
-D.: TC@10UE'& GR.OdyE ROCF,DECKINti:
1i, nnienaion grade nines aano on drawings. Conform to Seattle,
bni'(ii{ng;�codetor splicing. Drive tight, securely face nail at each
tioariag•
B. Roof'3beathings
#1 Square edge boards, rosin" l:di inch laid_
nails to each bearing, oints broken and ca
F. CANT STRIPS: O. dimenaion� rade, -sizes sho n
G. Thermal Insulation (for Joist construction- onl
See finished carpentry. for thermal ,iasulatioa,,ot
Bat or blanket form rock wool, 4
Oypsum Compaly. Install in joist conetrxated
Fit tight against under aide of ceiling.. 40.,
B. INSTALLATION OF MILLWORK
Install all millwork and finish hereinafter `F`b.t;:,•
specified;, 811-
mechanics to Architects( satisfaction. Install' rp kas- Uted by•akl
practicable. Make joints' t nurs. g e e
�8 °length"s
a tight; glue cept.a gym j a' `eict
white lead a d
paste. Use finish nails ezcept.where screws er e,be n
for putty stopping. 'Mitre casing and mouidinge 446 sty d ai a,
Cleanup after installation with fine sandpaper or steel wool
C. INSTALLATIO FINISH HARDWARE •s: ::u,
Install all finish hardware hereinafter. specified.,
e to sera' e ps ,by-_ skill ed mecho s '.to
Architects. satisfaction. Adjust movable parts o operataperfeatly,attime of f
final acceptance. Rake further ad ustmenta required within 1 year after completion,
hall conform to the following
wing regisi?emsates
1 jieasure oonta t
lake all.neceasary measurements at the building.
2. Architecta• details:
Xecute work in Strict conformance. sn
3« Stemriing:
Seam re's
4. .mid .for interior �ailleerk: Belt sand to
sand areas inaccessible to sander. dual Net blase. -head seeded job.
B. �EVATIVEeTREATMENT, for ell'millverk, •Benue r or equal :'1 heavy brush coat on all:
i__..- Nni..h to all pitch.
Hardwood where so indieated-on drawings, or specified; Plain sliced
selected white birch veneer.
Plywood, not' otherwis e speeffiedor oy drawings •Iougiaa Sir veneer;
sound on all aides, normally exposed tovvbrii_
3. Millwork and finish, not otheriise•,specified or- marked cn drew gat *B
Better* grade VG fIr'finiahi or •C Select• grade idand white pine;
D. SLAB DOORS
Interior: r J
Approve pa ted hollow core, "Bee Londoner", or
sides 3'-ply fir veneer. F°O4 both,
E. CABL1ETS, COUNTERS SHELVING
1. General=.
Construct at approved mill according to beat practice. Fit joiats,acourete
tightly, secure by gliingiand nailing.-
2: Counter' Mops sr
.Where nee 3/4 inc
covered: tesproof 'fir`plyrood+fat�.,
covered, g14e. of. narrow stripe -of 1=1 Zinch first
gsad� at
3. Plastic coverings
Formibm 1/16 inch thick, of color seieo_ted'ed
Provide Formica edgings 1 inch dee i ud unde¢•pieasuce to
dB�B p, where 6o noted:
shed
inch stock unless- otherwise ds 1, inch' width
Glue up hider $helves or h VO r 12 nee plywood:fitII po :?dss.
Drawers: `a "f
711M On hardwood guides With stoma- seoursid,itdthr's
"metal lined" on details; linerwith
1$ Z i
opening4nd closing, ve -Proof 1141. Joitle*St 'Ct4
o :1iit i j�sia
sglug and nail.
6. Doo
e T 1/8 inches tact, stile an& l
rai'•nore sf
typ t stil s. P1y�cd, g`liied kb6ti" ei�
7 Deakt-in room No 2i
All wood normally.expoeed to viewehen are i 01'
selected white birch veneer finish. d;
8. "Mood door f a earn bedrooms chiefs room
1' 30 inches thick solid single bbeted a
1 N ,in le r8 o:; .Ar�.•n,_,.'s °t' -,k'
hoese he �°°Pt,''!q` ;!lioihaileds
ads into jambe. a::(
SCnL.,
o
0
Clad' and 4
3 -3 SIORTAB.PROPORTIONS'4ha l be. as' follows:
r,;
A. FOR FIRE- gaTy'$.
fire. Cltrq :with water 'to a'
B. FOR. FACE BRD15: rF
T cubic, foot
More then 9' cobra .feet` sand..
add' 6tY baterplroofing;iiaete:
I. cubic root '*4.1"i0 y gat
c. Felt ocomao ogtr..kiso AL.
1, cabin toot Postla>riY;oemerit.•
more than, eMbia•feat,+sanri
i :confor:a
thick creamy, coneisten
n'
.y'
t;'ao
Nqt more than cubic `teet:lime t
color as directed'. P j i.
Mortar c
,exterior
Not more than 3 cubic ,fleet sand. Mortar'
1 cubic, foot masexiry'eement;,,aot•mare thaw 3 cubic feet 'Sand.
'CLAY TILE
Not more than 2 cubi feet.-No
For exterior work add',$/ twaterprooYiag;`pais
more;-
sited
D. F,CTi,SALT aI A2ED TITS
1,eubic `foot EortImh ^;osmerit., 1- cubic foot lime putty., 5 aubic,,feet sand.
Mortar color •he trQ
1 cubic foot maeomy eeient 2 1/2 cubic feet sand. Sorter- color'as directed;"
MORTAR =OD
Meaaure:.rach batch 'accwiraterl',yf ;m3 by approved machine. Hasid' mixing permitted;,
in a mall'quantitiea ;only, •UAa, :nd :Sorter containing cement after,:being ,wet more-
than one: hour: a
Elmo mATERIALS shall conform •to ti Sollowing requirements:
A. FEN$ I.IHIl20:' &•TE BLE o-.�
Hard �ai; t Pad f ire,cl}y''fl n e" tile, free from cracks and spills.
B. BRICK
1. Allow 80 :C9''per thvuasad';tmi
•a
3-6 NRICI(WORK shall conform to .the following requirements
A. SETTING FLUE LINING
Set one sestina ahead of masonry; bed in- mortar. ;Strike 'Ioint oil Inside;
keep flue clean.' Provide flue lining full-height pf ;eliimieyr'•prijelst, bbo:Pn
on drawings. Build in thimble to meat,- •oaapletO2r_ tilled Jointed-
B. IRICENORK -GEN AL
lay brick in full, flat mortar bed witbeut,greod�i`g�iith trowel; shove;ia p'nre;- $lnelj
vertical: joints, completely Ail. ,Break "vertical spirits: to form ew,
lines 'unless otherwise- ahowp. To relent abs e
p absorption; mter •�.,d brick
before 1pying. Hake every 6th course a header courser except -for Venttei :.'.'lurid' is
mispellaneous metal and other required iteme
C EXPOSED BRICKwC x
Strike .3ninte_neatly with time, 1; brush off loose particlelq_,r mortar. Tool 'jointd,aX
iaitial set ae directed; ill boles and _cracks
D ANCHORS, for brick cavity vaLlist Galvanized metal tins approved by Architects.
Sutnit sample, ,obtain approval_ before ordering.. Provide in every. 6th.Courae vertically
in each and= alot.
E WEEP ECLES, in cavity brick-4511z: 3/8e fibre tubing. Iaetalllin firat,3 mortar,joints
at 6 ft. centera_in each joint. Exercise care to keep cavity clean.and free from;'
mortar droppings:
F CLEANING BIEICKWCRK
At ,completion,, clean exposed brickwork with stiff brushes, sow}p and 'water: Leave
perfectly clean free of mortar or other diiscolorations.
j-7 STRUCTURAL, CLAY TILE WORE :shall conform to the following- •requirements:
IATERIAL. 1
Structural 'clay wall tile, scored. face both surfacea. Non beari:jg, ASffi
Sppe� oitication C 56 -41, grade NB:
B. 1PCdt 1w silIP" Paihtjoints neatly
a 'Pith'webe vertical joints broken, soureee bonded. baoept where
aurfAcee are 'tat be plastered.
C. ANCHORS
1. A For tile abutt concrete walls fierce or,oelunns:
o s, s ong; e9 x10 more :feet apart. Set'$'forma
before 'concrete'`is,
2. For bucket
#9 wire looped through, buck, extended 16 inches into ,joints, turned down. Provider
IL' anchors to each jamb; at top and bottom and two between: Build tile tight "to -i
bucks, �gi.nte pointed.'
Lay,tirst course of,•tile;with w ebs horizontal, fill with concrete. keinforce with=
two inch round bare. bottom:
=SALT 4IAZ1M1 BjoGK•1PtRK shall conform to the following requirementst
6 YATEBIAL
Maptineiytade de=sired process of "selected-clays. Waco glaze&iraits,'or,equal.
Fa else 5l. 12 inches, 1 -3/!, or 3 3/h- inches thick,_ ass shown on_the drawings, to be
need as veneer-on, solid External cornere sills; jambe,- lintels add caps le.
real us. .Base members coved 1 /ly
SAMPLES
Submit duplicate samplial'obtain Architeects "'approval before ordering.'
c
Selected' by Architects from manufacturer's standard Salt Glace.
tREPARAT{CN;FCR,SET IIN3 I Thoroughly;welt•surfaces.to receive block with clean water. us$ before setting. Soak
blocks' "in clean. water at least 1 hour. Set within five (5) 'minutes 'after rem_ oval
from: water.
S. LAYING WT.lIffitK,
,1^Carefu.1141i:?nut work, to avoidiunnecessary small cute.
Minim 'moor
mason, thorougbly n i• anitia with betting of glafed block.•' Follow details. in
manataotrrpe catalog: completely backed with in fall
mortar.;'•bad,- Anchor aa-roquired by building ordinances and Sal directed. Make ne aeaa
oa♦e :at :lob with power "driven -saw.
G. ,,JOIIpTS a4 kozonlG
'i'oint joitstei' sus !o;k- proceeds, mortar color selected by Architects:, "Tool to smooth,
n:ightl7.,concave surfaces.'• Joints approximately 1/li inch wide:
refUlly clean all surfaces. With fibre brueb,.snap'powder and clean water.
=Coition.& MISC. METAL i
GEglSiPAL
1F, D RAWINGS,
Suifni tr-'.?hOp,drawings showing dimensions and details., Indieate.'ell;neoeaaary accessory,
tame:= Verify imensions; '•correlate' with' adjoining work. Obtain 'Architects,'
appiuTa:Lofshop:drawinge' before'fabrioation.
,_1
B'.',' 'N OP ,PA`II'ITIN3 of ferrous iaetal; after _fabrication but before 'erection: '1 coat
red applied to chemically cleaned surfaces'. letallie'paint
etaridaatilirith rmnufacturer,may be aubetituted, if approved:, 'ahem ;complete
facto'r'y''finish-i hereinafter,
STRWCTGRAL :'shall conform to the following requir®enta:,
l i d
_.taad d AVM trcotural Steel. shapes; AS apecifioation A'7.111. :20,0 ON Per square9inch
'fibre, Stress bending and direct tension- 1
'-'1i.', "SHOP'•DETAirS, FABRICATION' I:SECTION
Fab'r1 4ie, **Cris 'to dieAaloP strengf2l e r t
ia; ech ot me m b g'a joints. field
,Jointa line of contact,; expoaed,_Jointa grouu smooth. ',F1;ml.y
exec rte trace; :lihea, plumb and level, unless otherwise shown kkia'"drav�ings., •Provide`,
Tor. proper alaboring_ to. adjacent construction.
-3 MISCa.LANBCUsla rn ,lTE S n r
shall conform-to Lhe
,A. PIPS`WODS ;.`foi'"_cloEhes hanging- cea;
1.1,/,4'iiaoh -I. 'D. etaadarduaight ga mild steel 1
fittings "aenda, eecure,with wood; screws. ?fie` Pirovida tlarrg-
moSSMD.l .Interior Door Jambs: 'f
'70x F distral }door jambs. or espial'. To be need,f' ors chedu e
•!drawiuge do a
a
Y-+
1.
i
2 -111
3-1
•4 a
6
YISC$T.tANECUS ;ITIDLS e
A. ANSID;'1; JOINTS
°Elastiten• or rt,
ebutt vert;aal�sur
B. CEMENT BAS
Form to detail,
C._ CONCRETE HABtDiCBD3
1. Sonnabora'e"Iap
directions to,all
C'I,F LC A'ifi I 0 'N '3 �w•(contnFd.
:tc'•thR toliRRing reLuireinentb r,
s ^1/ 2,Snektbi k.'Pioitdd earth- eupporteit slabs
eliewf are bere r
th etXaight'and,tiafeyfsrith finished, edges:
the :or equal,; 2, coats' applies as peraalMfac'turerie
taridr oeae:nt wearing not'ccvered
¥ASCNNY
A. GRADES I.I2N
Check ion datons }pd'*p114 before atar 'wgrk: :Report dieeirepaciea
to Architegti,-Ar flrllr'•dOCision.
L.'rZn�;` wiitber:
Do no ,':work.
:2. Ih raixp' restorer:'
Lo worfc o y.mds. cover,
C. PBCTSCTION t ;;tQF'TNISH® WORK,
Protect top_ot;iia]7.a`,it'_oloee' of oa3rts wo"14. Brit�g to
same,le+el.- Coos'' vith' iooting paper„ or. other: atuitabls,, ia£Oriel.,-
-DELIVEBT'di7.-gr BNfAL f(•r
?%pr'caigeat dr>f +keep dry oa Job,-
B., W1thLANSRII+ a mt
'Iay e3I aor7Sf,t %'to line, -Ainmb<and' lesvel: F31T; all? fo4r�t
F.'
Webs otherwise= :epeicifietd. net use maiaenrY as•
CocPBNATIter c,
Cooperate with op eseietr ;tor ;wl;ial
Properly; b1i?d_'axvnndfegme. r.'yz;te
0. 3ICsS' v.. J i.r'.' :.,';,,'r,
Weed, backs ale;- epecifled'imder. "Carpentry" baild'in',MBfra' °k
H. NII.Iii for:.sttac sent o 'rx,'r cw
PLr i, wood SVtrrS>g antll'groenasr fi
Oaiveniaeot_ atsey,ler', iron; 311 1 esa than,'i(26 gal i.�' G1
to pip ne11 torc�itau-kinished si a app -''C
a
tpan 3 tet'ar grourids.and -.in
joints as Work :proceeds, s; 4it
I WINDOk i Ai1ES
BRace,,'.build inr eoTid point ,up after rn.lki•ng is mil;
3-2 MORTAR YAT&RIALI •shall;caiform to the, following requiremen
e 1 ASTM' p ciiicAtion C 150 -1a4, Type 1.
B. MASONRY CEEFIJT
ASH Specification •C 91 a14 T.
C. Iw716.'
'Quicklime, AS1Y Specification C 5-26, or hydrated lime;`I1STA;C.
4l1ioklime, s]akq`ea; per Appendix to ASTM Specification 't 5-26.'
lime; make into ,patty at_least 2h hours before using
D. SAND'
2STM;;,Specifi e y1114-44.
E. WAT2
A.;,C,iRorII�e,,!t
:nits", or equal,,.
71 40HTAR, COLaEB,i