HomeMy WebLinkAboutARCMI 89-96 plans_redactedBaci yord [-ands cape by Owner
ROYAL WAY
OPEN SPACE EASal--ENT
1 `
AREA OF ENLART--EMENT
ij
1
1
ANUaCAPF NQ>E5
1. Coordinate work w1An civil, architectural. plumbing and electrical plans.
2. Hose bibs and lawn sprinkler systems shall have approved bad-Aaw prevettlon devices.
IJPG Sec. 1003
3AII disturbed surfaces sloped 4 harizontal to I vertical (4.1) and greater shall be prepared
and mo ntalned to control erosion by effective planting to be completed no later than 30
days prior to request for final approval
4. A header board, wall, berm. or 2 ft.. Wide level area shall be provided between the back
of the rlty sidewalk and Planting areas to prevent loll from washing on to sidewalk. City
Std. No. 2040
5. ARC: conditions require the Installation of tree protection fences prior to any grading and
tfiat they be left In place unill construction Is complete. The community Development Dept.
Will lnsaect prior to work
6. No i;ut or flit is alloyed within the all of existing trees to remain on site
7. One 15 gal. Goostal Lve Oak (Quercus ogrifolla) street tree for every 55 ft- Of
frontage shall be planted w+thln the pubk rlght of way to clty speciflcaiians- See lands
details,
8- IrrlgrErion to be V2' drip disMbu in tubrg (controled by o 3147 electric valve) with micro
spray heads 10 fR On center In ground cover areas and emitters at indidual trees and
shrubs
19 Y fc Sl 7 .i
TREE.3
AO Acodo IongKolla
Golden Wattle
QA Quercus ogrifolln
Coast We Oak
5HRQf'
GG Calllstomon cltirl
L;aHobrush
CM Carlssa macroaarpa Tomlinson'
Natal Plum
GG CeanotHJ5 giorlosus Santo Ara
Ceanothus
EF Echium fastucsum
Pride cf Madero
PR PEmnLsetum setaceum 42ubruni
Fauntain grass
PT Phormlum tenox'-hart Sunrise'
New Zealand Flax
RI Rophlolepls Indico'Clara'
InJlan Hawthorn
r29QUNC)G0VER5
VNI Vince minor
Dwarf PenWlnkle
1 1/2' FENCE STAPLE, G
OVER, NOT THROt1[:HJ
M C1NCII TIE
B' STAKE
TI-' SHALL BE
p' AR8UTf D TREE
lllSSS
l rce 24" CNCH 1f
Trun',
Stok Stoke
e. L.ODGEPOLE
STAKES (2 E1
RED(
I(f CR655-BR4CE
GALV, NAILS
PREVAiLIN(G
WINM MULCH WOOD Cr
DIRFC! ON 2' DLEP)
TOP OF RDOIHALL 1/2'
AW)VE FINISHED GRADE
ZONE 3:
TREES PLAT
PROVED BY CT'
Add Zane 2
Fedrnum Tn CAD
04CKFILL LWEPoAL-
REMOVE CLAY St ICk
DDG BY POWER AU
ORE THAN 7 1/2' FROM CURB,-_SIDFWALK, OR PAVING
DATE
CTLY p S TREE PLANTJNG & STAKING
E3Y aPP DATEJAL
Rd(H NDW l-95 ill ZONE ZONE 3
RUN NDlf !-ss DBlSpO 15 GALLON SIZE (;
240
Hoy 95 EElhon
CITY OF SAN L.U6 OFlISPO
DZVELfPl
r .
APPROVEDDEVFLOf'h,-0E PII
UEPAEiWEN7 r i-_'r I i
4 t
LQ
U
F.
0
n
SHEET
Landscape
PLAN
v
CIVIL NOTES
1 - Coordinate work with archilectural, plumbing and eleclrical plans.
2. Refer to the Landscape Plan for planting and soil erosion control.
3. Refer to Plumbing Notes and Fire Sprinkler Plans for water service
size and requirements.
4. The boundary Shown on the Site Plan is based on the Parcel Map
and this map does not represent a boundary survey. The elevations shown
on Iris plan are based on topographical information provided by the Owner-
s. The parcel easenn is shall he staked by the Contractor and
inspected by the Community Development Department prior to any site work.
6. The contractor is responsible for krsatmg or having located
underground utililles and routed Lai and for protecting same during the
course of rnnstnrrlioa Contact Underground Service Aled i at (800)
642-2444 two walking days prior to the start of conslmohian for a,t istaocu
from utilities.
7. Thu grades are to he established phor to conSlrlidion at Ire site by
Th. nwoor and contractor.
8. ARC conditions require the irrslathatlon of Ire@ protection tenon prior
to any grading.
9. No cut or fill is allowed within ilia driplinei of existing bees la remain on
the site.
10. Provide cortificalion from Ire soils engineer that all grading
scarification and compaction was cane In accordance wlh the
recommendatmne of file soils report
11 . All export material due to grading, rnatertals, concrete, rubbish and
debris shall be removed from the join site and disposed of at a suitable
location outside of the City limits and in accordance woo applicable
regulations. Mr, 17.78, 120 B9
12_ Cut and fill slopes shall not exceed a grade of 2 horizontal In 1
vertical, Ia. All distud,ed Slidaces sloped 4 ranzontai In 1 venlcal (4 1) and
greater shall he prepared and maintained to control erosion by effective
planting In be completed no later than 33 days prior to request for final
approval. Sea landscape plan.
14. Provide drainage slope away from all buildings at a ruin. of 2% for a
min. of 5 feet.
15. linnoff shall sheet flow over top of ombinkments, cohl,am ralod
drainage is not acceptable.
16. Maintain and proler'.t existing drainage swales No alteration is
permhted wllhntil Ilia approval of the local in scl chair Dept. of Engineerinq
17_ Maintain 2%slope for site drainage. Nn water k to pool on site
18_ Runoff from nnpwitati /le surfaces shall be collected and discharged
in a non -erosive manner.
19. Runoff generated tram roofs shall sheet drain Ia site.
20. Slope parking away [Ford walks.
21. The maximum shape dor any ramp shall be 1 vertical for 12 horizontal
2Y' At the point where driveway and the driveway ramp meet, they shall
ha the same width.
23. Wet and cover concrete slabs for72 hours attar casting and finishing_
24. Sewer lateral shall slope eel less than I r4" 1 a or 2%Inwards point of
disposal
25. Sewer Cheaftoul is required within 5 h M budding.
26. 'VVIlerre aawer lateral will be subject k vehicle load 'lair, non-rnelalic
sower lateral shall be a min. of 3 It below ilia driveway or parlung pavement,
or be motaftc pipe approved for sower use.
27_ Provide approved backwater valve on the sewer Intend where the
flood level rim of fixtures served by piping is k>•;aied below the elevallon of
Line non upstream sewer manhole. Fixtures above such elevelion shall not
discharge through the backwater valve, UPC So. 4C9 (a).
28. Plainly visible address numbers shall he provided in view from the
street. Letters to be a min. of 6 inches high on a contrasting background.
2g. GRADING QUANTITIES (c,l and fill quantities are eslimates only and
contractors should make their nwn estimates lot pricing purposes)
Approximate CW 1 5,yp.
Approximate Fill ,..
Nnt ImportlEral" 1
PROJECT DIRECTORY
Owner Linda 8 Quinn Hauls
2582 iawlon SI.
San Luis Casale, CA 93401
805)545-0937
Architc'_i. I homes Bra}kovhkti
225 Cerro Gordo Ave.
P. Q. Box 593
Cayucns CA 93430
805) 995 2290
Soils Fngtneee Earth Systems Consulianls, Northern California
Dennis Shallanberger
4378 Santa To Rd.
San 1 uis Obispo. CA 93401
805) 514 3276
Structural Engineer- Lampman 8 Smi1h, Fngm0ers
Michael Smith CITY OF SAN WIS O
225 Prado Rd COMMUNITY
San Luis , CA 93406 DEVELOPMENT APPRf6051544-9191 13/3 N
DEPA TMENT
Energy Calculations Pacific Energy r A'„
John Ewan PE By 1. UVT- PATE
2121 Santa Barbara St.
APFk1691 i MSanLuisObispo, CA 92401 k i.
1544 4.,00
PROJECT INFORMATION DRAWING INDEX
Legal Description'. Lot 6 C 1 Silo Plan
Tract 1430, Parcel A A 1 Fli Plan
Map SL 85 206, 2 Flevations
Book 39- 1 36. 3 Hoof Plan
APN 053-115-006 4 Sections. Title 24 Report
Zone. R 1 S-1 Struclural Nolen
Lot Siza. 1.62 Acres Gross 2 Foundation d Flnor Framing Plan
9165 Sq. Ft. Net 3 floor Framing Plan
Floor Areas-. Living: 11922 Sq. F1. 4 Foundation Details
Garage'. W 5 Framing Details
BmAzeway. 171 EMP1 Electrical, Mechanical, Plumbing
Total: 2 754
Percent Net I. of Coverage: 30 4'e
Bldg. Fit. Above All ,race: 11 s F-t.
MAP
I
REVISIONS my
GROWN
l;
CHECKED
p ATE
i I1 1 rc
6CAlE
JOB NO.
SHEET
SITE PLAN
of SHEET!
JUN 10 199s
spaces of stud walls including furred spares at ceiling and Ill
levels and at 10 0 intervals along the wall length, Openings
around vents, pipes, duels, chimneys, fireplaces and similar openings
which all passage of fire between floor levels or floors to ceilings or auks.
9. Fireplace to be F +, l: 1mI VE -IT -i A._. F vE..f i fv_r'. r
r.:r1- *&"" [- zero clearance type, EPA
Phase II approved and with closable glass doors and outside combustion
air FLOOR
PLAN REV1510l
By dill
r'.r%U a
U
W
CU>-
O Zaa
w:
cn m
v,
a0 w>-
N
Mo. NMJ
N
D
pp Z 2NV?
EVISIONS BV
FA
SOUTH ELEVATION
ELEVATION
CITY OF SAN LUIS OSISPO
COMMUNITY
DEVELOPMENT APPROVEDDEVE
DEPARTMENT
BY_ DATE Z 9
APPLICATION
tirl
a
u.l v
V>-O
zaa
W:U)
o - m
ina O
w>.
SON
NccM
N
D a0 Z
aoa
2 N cn
ownwnl
S
CHECKED
r]PTG
aHEEY
ELEVATIONS
A-2
DF 9HCETS
REVISIONS I ov
a
V
W
zaa
W3v _?
cnam0
w}
N
1=0
fn m
NcJ
7 pp Z
aoa
2CIA fn crawls
CHECKCCr
pore
scnFc
Toe
N6. SHEET
ROOF
PLAN A-
3 OF '
SHF CTS
SECTION
A T 1l1\1 r r
CERTIFICATE IF CDe1PLIANCE - xerleu:tiel [part 1 rf 2, cP-SR page ) of 13 CERTIFICATE OF COMPLIANCE - PeaidenLieL Ipa[t 2 of 2) cF-SP page 4 of 23
Project N., "USE RESLDRMCE Data. 5/1/1996 Font-L Nome' allSS RESIDENCE Nt[e: 5/1/1996
Add....: INNE PPYAL WAY
U. LV IS 00I6P9, CA. War aq Ro oc=u Yentarion: PLC COMPLY PI Une[ IPI6
DA.agaer: PANACAN ..SIGN n.,ked by / 15se .
VAC SYSTEMS Minimum D15t01h Type Duct TStet
DOC umen Lation: PLC COMPLY 31 User 307E System Type Efficiency and Location RVel Type Location/C:wunnce
Pn,U.D. C. Boo AFDE Dot. In Cz..1 4.2 d.rDWk WMVL9 ROUSE
CENENAL a.hDRNATION No Cooling 10.000 SEEP WCLs S. CYewl 4.2 setnck
romp L...F. Method: COMPLT 21 eev ion 6,OU
C llmate Eoneo 5 Water No. Tankank EEL.
Canditi... d Floc[ Aree: 2863 egft WATER NEATIFG EYSTENS Restec in Energy Size Insal
Building Type: bangle pm Det Syetem Nave Diet[96vtion Type Type Sys Factor (gal!
Dullding Front Orielltetiont 0 de9 Ia) "
ember of A,allinq Unite: 1 A.o.$ML1H PSG-56-ii1 Reci[c -Tewp S[orCen I D.55 Sn.O 13.8
Floor Coae t ruction TyRe: Made" Fool
AFUE
BUILDIBs SnLLL INSULAmIOx sWATERy.t. NBiwaR aBU LYRBNT DETAIL /Eff Re Led ZtdLoss reek Light
C®pones r. B-va]ue tacati¢n/Ca®ente Syeten Peme - - Syetem Ty'. --- input ---- x-val Light
50-------______ ____ _____ _____ --- A- I] Wall (W ^13.3-1.161 9.080 PROLE ROUSE II.os MIRE PSC-50-221 Dom-•Llcxx 0. 160 10000 0.000 D.0 0
R-30 Roof(R.30.2tiI.161 0.035 WROLN HOUSE
9 19 Flao[(F. 19-irB.l61 O:a38 ROLE NWSEIR-6 Ceeo Le 9PECr. PEA'fUAES/AEHAPRS
19"At F1nerIF. 19. IR-0.01 0. pett
Slat Perimeter ./P-0.0 0.900 WHOLE ROUSE
Slab Perimeter /R-0.0 0. 14D WHOLE HOUSE
CONPLFANCScar ti STA'TEicate MP
OILAILRATSON Shading DevLtte Frame Thla Ce[tiEieete of compildtocance ILA th the Eu 24, ag reetu tee and ppaar CA I,or-
Orient. Aree U-vel m-------------- OE SF Type .petificetf Asi needed to eom 1Y with Title ti Yarte l 6 6 at the ] canTYPE
hie code of certificate. amd the signed tre[rve_ndividuilw to I.ovelemena
Front [N; 43.2 0,4E Double Std Drape Standard Bug Scr N N vinyl them. This earl iLica te he- been signed by the individualdual with overall
Front [MI d1.2 0.51 Double Std Drape Standard Rug St, N N Vinyl dosing eBildiplan than this Certifrlt La of wOnt.tice I. eubshadint'ad for Front [NI S.0 0.55 Double Std Drape Standard Bug Scr N H vinyl a single Building Alen to be built i -molt iple eu a nt.t.IaA'Aa sa shading Front [N) 10.0 0.55 Dovb9e Atd Drape Standard Bug Ger N N Mood feature that le varied! is Ind iceted yin the Specie] FeaLUCex/Pf.nm rkfl ee[tiort Float [N) 10.0 1.19 SLngle Std Drape Standard Bug 6cr N N reel Left [
R) 46.S 0.49 Devble FStdro Drape Standard Bug 6cr x p vinyl BESLGNER or OWNER JOHN R. EWAN AUTHOR Left (
E) Sfi.S R.19 Bou ble 5[d D. pe Standard 8uq 9CF x N Vinyl (Pe[ Bva inee. L Professions Code) SDRN R. EWAN I,
eft [E) 34A CAL Double Son Drape Standard Bug 6cr N x Vinyl PARAGON DESIGN 'EC Left (
E) 10.0 1.19 S'nggle E[d Drape St.nderd Bug 6cr, N a Motel PO 803: 593 2121 Santa Berbera Street seek (
5) 10.0 0.45 B able Std Drape Standard Bug Err R N vinyl CAYUCo6, CA. San this ohm, CA 93401 Hack {
S) 4.0 0 49 D 61e Std Drape Stallard Bug Scr N P Vinyl BUS 5^9P c f8051 511-6100 Sack (
5] E.0 0 51 Ooq 61e Sttl Dre Pn Standard Rug scr p n Vinyl _ - Heck (
5] 2C.B 0 55 Po bra 9td Drape 6LerNerd Be, Son N N NOct1 lack {
31 10.0 2.19 Lint le Svd Drape Standard Be, Son N F xecnl J- [a-•jfo Y S PighL {
x] 6).1 0 49 P ub le Std [Ie ape StelWatd Buy Scr N M Vlny1 ja vi -Idel qne u ace skylight
0.0 D 55 P bee none rare N N = / SeIY3RC
YL' ACENCT G T
P F.RMAL MA55 Aree (i" Nine: _
type
Cover tag µf) Unl---------Description Ti A9.. AgencyConcrete,
H.saFfight Eapoeed 112 3,50 Blab on Code Te
lephon- _ T
Tavg
netuit i[es'{dare) crn¢
ete. Hea.yweLq ht Covered 112 3.50 bleb on Gretle MAN
OATDPY NE.SURFS CNRCNLLS'f [pact 1 of 21 WE-lk pa gc 5 of 11 NA.E.PY MEASURES CHEIYI.IST (part 1 of 21 MA.SP page 6 of 13 vreiect
Fame: MUSS RPSiuPNCB (Pate: SU..6
Project
Name:
NAnss xeSIB MCt De:e: 5/1/1996 Dom'..ar.
tical PEP COMm.v 21 L Veer1n16 Documents Linn: BBC mn6 nY 11 09ex SOIL MITE: L4w[
i., r eidential huildlaya sub )eoR c0 the Standard' must m C-iL EPPCE JUR,
D TLOFING, WATER PPATSNG AND PLUP9ING SYSTEM MFASURE5 Enforcement these me
uras ragardle Ae of the Oomplience approach Feed. rtem marked o set.. 110-13: RVAC eg ipment, water heaters, ehnverheads with a
asterisk (') aid, be iupereeEed by rote btringent cowphisnchecklie[ •Utl faucets certified Sy 'he Commieeieo. ,._„_ ega,rementm
1[.ted on the Cflrtilieate of Comp, is nc e. When t -- - Ed into
the .,.it d::cumenta, the Teetura noted -hell be ¢!Leek thermostat on all „tic able cA .id.,.
d by ell parties a' binding ... i.. coaponent Performance n Sec. 150 i)! 6 •!F u ificet
Lre, s for the mtatary ee whether they ere shown Ale wM1ere bestial yateaa. i td
he ement. oro. thmeis checklietrely. o Sec.
150111:
Pipe era Tank te.oletioA 1. Indirect hot wetv, L.
nke I., ..fired at irate Lenke or rfarc-meat backup Arta[ hot
water tankel have ]nn I•tion blanket Em LPLxG EB4ELVRE xPASUA95 P-
12 ar gr••r er) o: c¢Mined anteriu./-.tenor inaulatron e Sec I50( ) M ra
R 19 aAilEng l Lion. I/ [F I6 g [ ), y first s f t
f PIPPIPAa CiOamll. ED w&tnf heatertank, e Sec 150(b] L,rAa
fill i...J.tiD, ne f ctArer• n len.troule,it.y tiroTroul.
led [R 4 nr yt eaCee. l ah 1 d x V
L .- AII} I A1) L d p ! pip 9 lated rn reCaCcuTe[aon sections of 1 t wateE y
e o BED. d. 1S0 Cn- Mi •-
A 13
wall
L t n m framed walla 1 Cooling yet, p p g het 55 P L1,Cecen does not ppiy to exLaiiur na+
a wa11E I. • 5. Piping a 1 t a
between h t y end vndir.ct hoc -- water tank. n sec. 150(d
H Rinimum
P-13 seised floor insulation in framed o Sec. 150(m] Poct. and Fan. floor.: Minimum A-. In eonw,ete
as LA.d floor.. • mac'. I. Duct.co net rutted, i .tailed And see led to comply w1h o Sec. 150[11: Slab edge
imwle [ion - Ante, ehR.apti.. rate VMC Sec b one 1002 nd
1004; dint. insulated to • nimum ester than 0.3k, water vapor
tranemiesion ate n R-4 a or ducts a a,.•ed ant ire ld wiat in condo pc ra spec D. I.. n Er than 1.0
lineh. 0 2. NNh AL eye[eme
hove
packd.ydtera ass tow•[le nemp g [on Perm U 3. GPnv
icy ven[ilatlDq eeateme serving onJtirned apace have o Sec lie: Loeul.cion specified
o installed asets California either autwne Li[ o r edily
accessible manually operated - brte:9y [ommie.ion gaelity stenaards.
Indicate Type 4 form. `M. T damp -re. 0 FEE. 116-I17: Fene.L[
a Lion Pr:¢IUtte, Let Dw[e L lnfll/E-fil Conul.l. o 5¢w Ill:of i 1.nd .4pps Beating 70 theand Eguipm..1 het,Aeea conditioned A. uacondltirnei 1. ..
item i cth.rp,00
witeLPB' n thE_^etrucff[ionsenny, ,:-off e, .......ea E ie [ knit air
leakage. ..itch, in a Op o nn electric h. Manufactured L M1
t aklnn
Product. he- 1.1.1 w/certified V Valve system etanci installed and pilot ]-gbf. c. Ext.,E.d do a
find... weethsratrrppsa; all joint. . system la matelled Abet and penetrat Lked .ntl go. led,
At heat )6" pipe bat filter
nntl hestee for Tvtu re a.,er heatav o Sec. 156(
GI: Vapor barriers
mndat Fay is cline ce ernes 11 E. Cover for !door pool or Atador spa s.r and 16 only. .g 3. pool ..
aim he. dlreetional
Tale v. .ntl a cu latien u 0. pump time switch. o Sec. 150Lf): Special iefi2Creti.a
bar[I, installed co N o sec. 115: Gam -fired centre] furnace, po.wl heater, spa hanker comply x th Sac. 151 meetsCo®ieeien quality standards. r M1ou ae hold cooking appliance ha.e n o.tiamu.1, o Sir.. 150[el: In.t.
ileti of PireplAce-, [ecorALiwa Coe burning pilot light pilot <Ezc.pticn: Pon -electrical cnOkjoq - - A lA d Ga. Log. °PPlie
ace with pilot t ISn
P[uN) 1. Neaonryand feet ry built
fsseplecea have! LIGETING MEASURES closeable L.l c, I... door
b. Outside intake: h damper and
control 0 Sec- 150[k): Light' v 4U lbea,alnett or greater for Plus damper and nttol gen burning
gee pilot. ellrAN. ene rel
lighting kLcc tie ns end rows with water Yoe en e; p. xo contim eu• d recnsedcsµrag firtFr.A IC (insuLuon cover) approved. z.ag ROWE FFAND "a L-
5 1 ( 1 do
o- L" VOL '
Z•
BY 1 SAN LUIS
MSPO VT ,APPROVED
a
W U u>.
0 zaa
W2iN_
MCo
ina0
W y}
N
Won
Nx
1)
co
n WZ
04 2
N U}
PRAWN CHEUKFAM PATE
i •
I ? •`jCP S
GALE
JL1C!
NO
E p e
7
Y
ENERAL NOTES & SPEOFICA
CINIJCAL aa1't:C
I. TILL lotLOWING NCIES, TYPICAL. OF'Al[4 AND PrELi'ffiLF6 9IIA1.1, APPLY
TO ALL PHASES OF THIS PROJECT UNLESS oTHEk'd ISE SHIMN OR MOIL
Er, 2.
SPIIr IFIC NOTES AND Dil'AILl :))ISLE TARE PRECEDENCE OVER Cl.NEHAI, NOTES
AND TYPICAL IIFI:"ll IS. ALL.
NA'I'Y.RIALS AND WOFKMANSPAP 'HALT. CONF03N TO TIE NININ,CN 5TANDMUS
GF THE 19 El CF qNR UNIF'OREA BUILDING CODE V-
D.[-I AMID SUCH 0'1'HNE RECPLAT]NO ALDNEI C9 I: FEEL ISING IMPURITY
OVER ANY POPTIDN Or INC Ell THE CONTRACTOR SHALL HAVE
A COPY OF THE U.B.C. ON THY DOB SIT£. 4.
THE CONTPACTnR Sr. ALE, EXAHINE THE DIUwINGS AND SPEC}FIOA'I' ICHS Co
N'rk:ACT DOCUMENTS), AND III NOTIFY TER AHCHI I'ELI OR ENGINEER
Or ANY DISCREPANCIES HE MAY I BEFORE PROCEEDING WITH
THE PORK. 5.
ALL INFOPMA'OIGN Oil H%TSTING CUNDTTIDNS SHOWN ON DPAWfHri9 ARE NAS1111
ON NEST PRESENT RNO]ILEDGE AVAILABLE, 141T Hr III GI1h
FAN'1'CE OF ACCURACY. THE CONIRACTOR SHALL VL'RIFY ANTI MO. k
ElKIONSIti1.F. FUR ALI, DIMHNSIONS AND COYTATIONS AT Y'llF SITE AND DUALS.
NOTIFY THE ARCHITECT 9R LIPAJI'l OF ANY DISCREP.ANCIE5 BETWEEN
ACTUAL SITE CONDITIONS AND INFORMATICH SHOWN ON DRAWINGS
OR IN THE SPECIFICATIONS (CONTRACT I1nCHMENTS) BEFORE PROCEEDING
WITH FORK. E.
TRIP.. COFIRAr:'['GR SEAT,[, ]%IIEUTATEI,T NOTIFY TIE Ak[1i11'ec'r OR E:
NGTh EF.R OF ANY CONDITION WHICH IN [IIS OPINION FELLIIT ENTAN'-:I'R L'
RE S:AHILITY OF THE STRUCTURE OR CAUSE DISTRESS OF 1'NS STRUCTURE.
Y.
ALI, WOWK FRILL CONFORM TC IHE [LIST PRAC'I1(A PEr.A:[,:NG IN THE VARIOUS
TRACES COHFRISfNG ROME. CIE. CLNIRACTOA SHALL BE RESPONSIBLE
FOR COORDINATING TEL MILLER OF AId, TRADES. E.
THESE VOTES, CETAILR, DFAWIBID IND NPE/TFIChTTCrZ (CONTRACT noIDF,
EsU) RSYRESFNT THE FINISHED STRUCTURE, AND DO NOT INDICATE
THE i iGD Or CONSTRUCTION, T'NE port l'.DO C'TOP SHALL SUPERVISE
AND DIRECT THE WORK AND SHALL HE SOLELY PF';VCMti]m.E C
N ].' SEI VIVIES ANT] FORCONSTRUCTIONMEANS. MET) ODS, 1f 11 IOU ^. V VHUL'
FIIIU kF.'S. S.
THE COH]PPACTUR SHALT, RHFLR TD THE SPOCITIrAlIONS TOM INlORMADOM
MOT COV1:R£:1) BY THESE URAWINOS AND GENERAL III TEMPORARYREQU
PRICING ADD EF^PING 10, THE C[NTRACTOR 51iN L PRC L'I DE SFORTABILITY
ALLOF UHT STF MEMBERS DURINGALL PH NLIIRED FOR rRUC' _LRAL S TABtL]TY OF THE STP UCTHNE DURlnG ALL P!IASkS OF NMSTROCTION. 11. THE
CONTRACTOR SLIP 1.1. TAKE Ail, STEPS NECESSARY TO ENSURE ALL ALIGNM,
A OF FEU STRUCTURE AFTE R THE :HSTALUTICN OF ALL STRUCTURALANDFINI5i! MATERIALS, THIS SHALL DET INCLUDENAY NECESSARY PVH.OAOMP IE THE SSAJHUItE TO DETERMINE FINAL pO51'PIUHOFTHECOMPLETEDNGAN. IC. OBSERVATION
LIIS ITS TO THE FRpd ECT 521F HY FIELD SUPPORT RCHIT£CTAND ( R EPFF `.FxTATFVES OF A /OR ENGIXEEA P5 OF
SAFFOY OR NOT INCLUDE, INSPECTIONS ,SERVICES) SHALLPROTECTIVEMF.
AsrR ES, HOSE CVNVIC S ON PkE EOUPES, TEOWIOVES OR ConvCESPEAFORRUCBY , SHALL T OR MC':'HC DB. ANY SV PrC RS SERVICES ENGINE F.
R DEWING. ANY Pf PASS. OF CONSTRUCTION •HALL BE I IIVCVS
ANb DETAILED S N SPECTION DI5T INGUI :N i:4l FROM CONT SERVICES IRS
REQUIRED F ANY PFG [ILA^,CNG LOVEFNHF',x TA. AGENCY , t.E. LOCAL DCILOINC TITRRO F.MA MATEPROAVRIAL ORHV OTHERS. THESE SP'HvlfEcHHETNrROkHATERIAT. OR FORK, ANT. PERFORMED S L'PG. RT . STING IN
VN 4TY CONTROL O I H A IFORTHEP::R P[I:IE OF I.SSS Q ACY,I£V
IM1'G CORRrfd1ANCC Nr'.'H CONTRACT DOCUMENTS, }1GT ll0 NOT GUAPANICONTRAF'F:R
FOFRANCB AND
5]ALL MOT BE CONSTRUED AS SUPLN, ERVISION OFF CONS
CONSTA UCTICN. it. P70VICT" OPENINGSAND SUETORTS
AS REQCIRED PIN 'PYPICAL DETAILS AND VOTES FOR MECHANIUL ARE
ELECTRICAL EQJIPMFN'r, ':FNTS, CUTS, PIFf FG, ETC. A:.
L M.ErFANICAT, AND £LIT775 CAI. FQUIPMEHT SHALL HE PSVFFRLY "S WAY
BRA LD AGAINST U11 'RAL FORCES. CIF -CAT GNS lONTRACT 4.
THESE NnT FS CETAfISDh,HINfS AND 'YF f 1 DOCLMI'F'I51 V
G3IiY NLr'1 -.ANY PR9 t IFIOH5 FOR OON "VUCTION DO MOT S AFI vTHESEDOCUMENTS
AND ALL YW EL), OF ALL TENES, IBY H.:r L.LC CONTEMPLATEDARFCOBERENTCALA. ALL TINE:, BY SAI]XVi m.£ ZEALOT PROVIS12FAC; CT of THE CURRENTCALIFORNIAIA OCCUPATIONAL tiAfF.TV ANDILEALOT ACT, THE RG lIFFMFIi^.E OF T
OCCURS , GOES T Q 15. F![LRE ANY CONFLICT FECIPA[. STATE AND LOCAL
Lrw9 CODES, ORDIHANCI:S RULES AND c: era. R FG CLAS'1C
NE THEMOSTSTRING. F.NT WILL G TIE TFIsT LIHAL is,. REFER TO
ARCH) TECTL'RA1. URAWCFOS Tri)71 COORDINATE B L.Y SaS ,T ur • I Rr. AwILSS AND ANYCISCRf:CANC1 BETEENTHESEDRSWLPISHALLGPCATIONFOREEnTOTHENSTRU ,
F[T DR ENGINEER FOR CLA RI FI R} OAE aTAPT OF CONSTHVCT TOM. BEFORE 17. WRITTEN DIMENSIONS SHALL HAVEPR£
CEn KNCE OVYR SCALED DIMEN5IVN5. 18, URANIN ^,S rNO'1'
F:
S, SCTITIDLES, Fc:'AILS AND PLANS) SHALL HAVE PRECEDENCE OVER STRUCTURAL CArCULL IONS, 1_.
IN TYE EVENT THAT CERTAIN
FEATCB11 OF THE CC,NSTH^CTICN APE NOT FULLY SERI ON IMF DRAWINGS
OR CALLED FOR IN THF GENERA[. NOTES OR SPFCIFICAIION5, THEN THETR CONSTRL'
CTIDN SHALL AR OF THE SAVE "OULACTFIE AS FOR SIMILAR
CONDITIONS THAT APE SHOWN OR CALLED FOR. OUR! FACTOR .SHALL
FIAIE A Illy
IF YHOJILT SOIL'/GEOTEC:4NICAL/ FOUNDATION INVESTIGATION ON THE JOB SITE.
I, RATE [)F,9ICNATIOM AND ALL
STANDARDS REFER TO THE LATEST AMENDMENTS. 1^. N,OIIIFICATIONS OY r1IFSF
NOTES,
DETAI65, PLANS AND SF'_IFICATTUNs SMALL NOT BE MODIFIED
WITHOUT PRIOR BETTER APPROVAL OF TIIE ARCHITECT OR ENGINEER.
ED. ONLY "AFYRCVEC" JTRU=FAL NOREIYG
DRAWINGS (AND OTHER CON5TkLICTION DGC[IMENT51 ARE PERH:T7EDTONEU`=IID FEE CMPF ':RCCTICN ON THTS PtiOJEfT, ALL
STAFF LEANINGS ARi OMSOLET£ AND ARE OCT R'EFv`
ID CV :'HE CFN SITE, NOR SHALL TOY C1. BLED FOR AN Y
CCN NI RCCTI Or PuavD."c CFMTFACTORS L'S. 4F 31,E FOR
ALL FORK
NA'AIVC:v ARE xC DMAPJRCVF.D r . NOT1ERFOxMF.O IN
ACCORDANCE W1'IH THE "AI•FRP VED" DRAWINGS, LIuNJ:aiisFl KFIC I. BASIS: U,
F-C. CHAPTER
29 T. ALLOWABLE DICE, PLASTIC FPESSIRiE: F/
kfFol TO BILE, V«.-F'ol4r CJ]EXEECTFIR SOIL ODDITI:NS: ,I'
SLOES Mil FOUN)ATTOI 3 DESIlN ARE BAIL, _-L'JN
11,1E CONDITIONS 5110,is nY TEST POTaMN[}F, Ac'. P.1L SITE CUND17UONS FI'
LIII DE'VIATL A'5'kEC:AR,Y Fk:M THAT SHO'RP IN 'p,E TES)
Gi,:1 S SHALL DE AEFORTLD TO THE PRO,Ir CT SOILS TEGINEFD UUI:TIATELY- sCiL CR
PC OI:RATI OM
IHVE 'LA'1'I09 ITS CCMPAeT u:N, FI!I., y. SET ON RE L:RHMENTSHOILLIxn, AND SITE PRULPRCFARATI Q 0.
DC L[11:H
E5. T "
C TCn 'H F_ DEA, n:
F TO fT SQUARE
AND AEG u111711 x IRS L: v':1. nGTar1': GRAx I( -I, CSTUL PE ANDSUDDIRNIT. FIRM L_ CRAP -uA H SE 'CANER NO:' TO
1O £%CG C F tO J' S ARO10VUND AT LU,UA AuouryD nl r,HI:otI ATIONANDrAEHFHTDGILPEINGOESOILSELEVATION. 6. FOOTINGS £H=LL PL FILIRHD
IN
BEAT KECAVATIGNS, WETBOCT SIDE FOAMS FHF,HEL'ER PO.SSEHLE. 7,
CANNY ALI. FO[IILA'T:ONS
TO P'41IIIJU DEPTHS :Do COY.PACTED FELI. OR NATLIYAL SOIL !A9 PER STRUCTURAL PWNS
AND LETAILS, ARC PROS HOT SOILS RFPOITE). B, FVNNDATICINS :HALL
NOT HI: I'OCPCJ
UNTIL ALI, A'll-El 'D PE'INFODCING 5':'EEI. 5 ELVf:s,
IT.`OEIT5, CJNDU17S, PIPES, ETC. Alp 11'.1NOGK ',5 Plrl-'NIY PLACED
nMD INSPECTED XY THE LIXCAL BUILDING OFF LC LAL/I1BF'ELTOR. 9,
THE -MUFB AND DOTTOMS OF EN-&
VA'r IONS wfl:CN ARE Innv F, CON It F1'E CONTACT MST BE
H I'%INFa) SEVERAL TIMES IVEY PO 'on TO POCNIno LION THEM, 10. E-WATIIR
E'ODTExCS AS RI:
OUIRED TO MAINTAIN DRY HORNING CONDITIONS. 11, AT,L FDUFIA`1IQF EP.;:
AVAT:
ONS `:HALL BE IN:a'FCTEB AND APF'RCYED BY PROJECT SOILS L:AGIYECB, Carl :O FRRMING
AND ILACFH£ET OF REINFORCING OR CONCRE:'£- 1. ALL CDELCUNTE SHALL
PAVE A HINIHULT
ULTIHATF COHEFESSIVE 5'1'NE:NG'I'H OF
2,GOB P.S.I. AT 3F DAYS. ALL C'JRCRETE Ill Hr. REGULAR HEIGHT ill SPECLF'ICALLY NOTLU OTIUSWISE).
7, ALL CCMCAETC FL Ea! SHALL COMPLY
WITH U,E.C. ChAYFi:R :6, O. SPECIAL INSPECTION !AS RECUIFECE OR SFECIFIEGI
SHALT, CONFORM TO U.D.C. SECTION 306. 5YECIA:-
INSPECTIOM L:L:kVTCRS SHALL BE PPOVIUED BY AN I.C.D.V-
CEPTIFIED DF,FUTY INSPECTOR OR Oil1.O1NG DEPARTMENT APPROVED ENGINEER, 4, CEMENT
SRALL CONFOM TO U, a,
C. £TANDARD NV, 26-1 TYPE I OF II LOW ALKALI. 5. AGGREGATES SHALL CONFORM TO
U-R.
0 STANDARD NO. 26-2 OR NO. 26-3. 6. WHERE ro, SPECIE7C').LLY
DETAILED, TEL
REFINISH CONCRETE COVER ON REINFORCING STEEL SHALL RC: A. CCNCHEIb
CAST AGAINST AND PERMANENTLY EXFCSED
TO EARTH OR F'EATFIEP: I" B. CONCRETE PLACED AGAINST
FORKS, BVr E%
V]SE] TO EAiMIf PR WEATHER: IF, f. S[.ABS, WALL F
JOISTS, NOT
CXPOSLD LE EARTH OR F'EAtHER: 3/aO D. BEAMS, GIRDERS A COLUMNS,
NOT EXPOSED
70 EARTH OR WEATHER: 1 1/1• T, REINFORCING BARS
LONGER THAN /6 ARE
NUT PTTIJITED UNLESS SPECIFICALLY DETAILED OR NOTED PT1lLNE ISE. E.
Fill LAP FOR ALL REINFORCING BASES
AT EFLIPL51 (SPLICES TO RE ETAGGEREO) 13, (4, 05 IF r6 ------------
24" V
EDRT G STEEL HEASURELS ON 9.
THE INSIDE A HAR) OF BEND
FOR REI, f A TIIE IN.9IDE OF BAR) SHALLHE
AS FO LLOWS; rl ---------------------- I 1/e., Ab- - ------ ---2 1/
4" A4---------------------- I 1/2" il--------------- 2 5/
B" a5 -- 1 I H" PIKE/ 10. ALL
ANCHOR BOLTS USED IN CONCRETE
CONSTRUCTION SNALL HAVE A MIKENDIF TOTAL EMBEDMENT AS YOLLOFS, U.O.
H.: 5/6 " B" CIA OR SMALLER ____7"
3/4" IDEA -_______ ___ _9" 7/0" CIA -------------------------
1 11, LOCATION OF
ALL CONSTRUCTION JOINTS.
CI
THAN SPECIFIED, EHAT1. R£ APPROVE. BY APCI3ITECT/EI+GINEF'
F.. II 'PC POURIKI. COBSTRL'CTION.IO]NTS SHALL, OF. T!
iOAGHTFLY SId AND FATI3 CLF1IIR AND HEAVILY RECEIVE Go AS TO cN
T`USH COARSE ACCArCATES. AI.:. SURFACES TO RECEIVE Cf.NCR ENE SHALLRE . FI N£D CDNTI NliGJSLY NfJ: ET AT LSP THEIR III INADVANCEOFPCUFQVRN"[NG. 12. AhL REINFORCING ST F.FL, AN CHOP
DOLT.. LS. Lr5EFT5 AND ANY OTl1£R HARDWARE TO BE SIT fCONCRETE SHALL BE
WELL SECURED LN POSITION PAIGR TO PoP CI NCA ET E. - UNINE OO
vV I< -FUR SHALL, HE NOTIFI o FOR13. ARCHITECTOR
ENGINEER AND I. P - L, k REINFORCING INSPECTIONPRIORTOFOUNDEDAxYCGNCkiTE. Is. CONTRACTOR
SHALL OBTAIN APPROVAL FROM ARCHITECT/fINGSNIT'P CI .ISO" '
C HG AID TI }}VHS FII }'S, L CU
1r S•- . PRIOR i0 PLACINGIFCONCR6DUHEMS, NAILS G Yk H]HG: ON OA '
rH RO JG II :'1'LD -TRH TLIX1A5 AND PWF sLARS, 1!N LE55 SPEL':FICALLY IDI:TdI
L+.fI I NJ'1 }:D, ALL PIPES OR CONDUUTS PAS5!NC T]iRO rnIH C09CfvI:T1:
HEARERS SHALL FE SLI.EIA) F1TH STANDARD 5'lEEI. RIFTS. SEE DETAIL FOR
SLEEVE AT FOUNDA'PIOH. 15. FORMWGR% RESIGN AND REMO VAL OVAL
SHALL CONFORM TO U.
B.C. SECTION ON fr SEARSON GRADE AS 77 :5 16. VIBRATE ALLCONCRETE (
1NCLUDI[ ) PLACED, KITH A MECHANICAL HALT, ILLSERA7L. OT E%P
ERIEH LF_ PERSONNEL. THE VIBRATOR SHALT, F. REINFORCING T'O FIRMS THE PUTCONCRETENOTTRANSPOHT [T. REIN YORCI MG FUNDFOENsSHALLNOT8EVIBRATED. 17. ALL CONCRETE R V F(1 K SHALL
RE BONE
iH ACCORDANCE PITH THELATEST3AND THC YL]:TIDN OP THE A.C.I. WIELDING
CODE IA.0. I. ]]B-A 1 LATEST EDI TIIxS OF THE A. C.I, xANdALS OF CONCRETE
PRACTICE. IN ACCO RUAN ce WITH THE FGLWw LNG SCHEDULE: Id. FOAM
Ev: Ae: REMOVE POUNDS IRE Po RMS FWT24G5:
NINI4[
fM 2 DAYS FPOO FORMS OF SLAB
ON GRACE STRIP lT KEVIN'M I DAY
19. CONCRETE SHALL N07 IkHE FALL MORE PLAN SIX FEET. USE TREBLE,
PrIHP OR OTHER APPROVED METHODS. 20- CGNCREI'F, SHALL BE M,RIF'
1'AIRDE =H A MOIST
CONDITION FOR A MINIMUM OF 5 BAYS All FIeAC£HENT- 21. CONDOS':':':-2 SHALL SUBMIT
REPLIDETS 1'OR USE, Of ADEIXTHFLS To
ARCHITECT/EHG:NEER FOR HIS REVIEW- 22. FIX DESIGHS SHALL BE P7LlARFD
BY AN APPROVED TESTIFG LABCFRTODY AND
SHALL BE 5JJMITTEB TO THE STRUCTURAL, iiii EA DOA APFFOII -
ONLY ONE CPADE OIL CONCRETE SHALL BE ALLMILF ON PFWECT
SITE AT
ANT ON. TIME. 24. UNLESS SFDOST"IALLY DFTAILF:U OR NOTE.
OTHER ISE, CGN5TNCC'PION
AND CON ILUE SAINTS SILALL HE rPOII'HED UT A:LL CONCAE'
1'F SLABS, AND SEs,,', BC PPCATED SUCH TEAT THE AREA TJ:T}pN JOINTS
DOES 25. EVERY 1. FaI NC (E.TCEECINLi t." I.[THEN DIR,ECTIOY) ,:
UF'.L HAVE A Hill OF 4 /5 DIRtC^.LY AD:ACFNT TO ALIL SIDES
AS 'BELL A': PER SUB SLIDE INNI USS AT FOUNDATION). RELNFORC:HG HERS SHALL ETTFED
A MJ NIMLTS OF 2 a" PAST ECe. OI OPENING
C II'..eCHTI\C CHPP F,T f: 2A. DOWF:I, ALL ,
CONCRETEWALLSANDI,UlXIN1 TO •, WITH RAFTSOFTHESHALLSIZEANDSPACINGAdsVERTICALBARS1N
I A.H,:I COLUSXS. SEE NOTE. FB FOR LAP' LENGTH. DO
N'CTHICEliY!" B zo "t, U9FEL5 SHALL BE VERTICAL. 7. AT THE PIED,
AS WELL AS TCP,' ILE1 ALLS SHALL. BE
A HINIMNI OF 2 05 COFTINHOUS. , 29. CONCRETE EMEEIGTH SIPI1. BE VEAIFTED BY STANDARD CYLINDER TESTS [
IN ACCORDANCE
WITH C-a, C. STANDARD INC. 25-10) MADE
BY AN APPRDY£D TESTTNG LABORATIRY. CONTRACIFOR SHALL MAIN'"AIN FAC711. 'IF 1?
ST RFPCIETi AT JOB EITE AND AVAILABLE FOR R9VICN
FOR I ^ELT ION BY BOLDING oT DAIS "INGNAK:E 3 TEST
CYL1N]£:NS A CH HATCH OF CTLIN6£RSAS FOR ')CH DA Y'5
POLIN. TEST f FOLrF.NL: 1 AT7DAYS, AND d AT 28 DAYS. CQRSHOL,
G El Crlk CAN: rcu Job 1. CONCRETE SLGCK UNITS IAF
RE )DAL D R CHLAPTER Z 1L
FLU : Ira ITS) -FrnT N AVE A FALL, LIAD-FARING E TREK ETEHATCHRYUNITS} PJII. HAVE A KERCHIEF cOH DILSTRC STRENGTH IP'M) OF1500C.I. ALL CONCR ETA FI,uCR LE GTAUCT:I GI! SHALL BE SOLID G ROs[T' -"r. ccaFVFM T4 0.P-C TLdLF. 24-P. 2. CONCRETE 61.00% UNITS: A. 'ONFOR' To n.R.L, STANL)
AFII NO. 24-4. HiOLLOH
LOAD BEARING Co,"sn 'F: ONE^_S. No OPE:4-CND HA5GNHY ,.NITS (SPEED
BLACK) ALE ACCEPTABLE. C. LICIT -
WEIGHT AAC,x:GATE, 3. MORTAR: A. KOPTAP NEALL RE
TIER 'M' OR 'S' AIL SHALL
BE PNOrOPTIOIED
In C(DIFORDAICA PITH U.B.IC. TANLE 14-A_ B,
MORTAR SMALL DEVELOP A MINIMUM COUFF ES5IHF: STRENGTH OF 4, -ROOT!
A, :FGLIT STALE. BE PRPRCITTIIINE'J 1N COHOLVIDANCE WITH G -
F -C.
TA.B'.E -1 a-H B. POUT SHALL OF';FL^P
A MINIMUM COMYPESSIVE STRENCTN OF S,
L, AT 2E DAYS. 5. AIDCIVr DDGN:5 FOP CONCRETE III
COEE'TH C "c's
SHALL CONFORM TO THE FOLLOWING: A. CONCRETE BLOCK CONSTXCCTLON 531ALL CONFORM TO V.B.C.
SECTION 2404,
B. R'ER, OPENIA''. (5KG'EFP,INS 24" IN EITHER
DIRE2110N) SHALL
IlAVE A M:Nifil OF 3 P5 DEI I'LY ABOVE, EILUW
ILNLESE AT rF ND!3i0y1 AND ADJACENT To LOTH SIDES. REINFORCING BARS U ALL
EXTEND A MINIMUM OF 24" FOIST EIRTS OF OPENING,
C. Air i'RE END OF ALL WALLS SHALL BE A MINIMUM
OF 2 15 FLO T:CAL. AT IHE TOR Or ALL WALLS SHALL BE A
MINIMUM OF 2
11 HORTZERTAL, 1:1 III CONCRITL STOCK WALLS AND COL:L'O.3
TO
SUPPOBTIHO CVNCNLTL WITH MASS OF THE SANE SI'EE AND SPACING AS VERi"
CAL. SEE NOTES FOR MINIMUM LENGTH OP SPLICE, F. BOND SNAIJ.
BE PROVIDE;) BY LAD] lour UN2T5 IN EUTrFSS:VR
VERTICAL CC 9 R3 E3 (SPNNLNG HCNn), ,-LACKRONC DR MECHANICAL ANPHOP.AGE
SHALL NOT E USED GILLETT SPECIA:S.Y NOTED
OR DETAILED OIDEN'W1SE, IS AT THE TIME of LAYING Alb
MASONRY UNITS SHALL BE TREE
OF E%CExs.IVE DUST AND DINT. H. GROUTING OPENATIONS, M AIM[M
GROUT BOTH Hl;TF1T AN' ill?
OF CLEANODT5 SMALL CONFORM TO U,B, C. TABLE 24-G. CLEAN'
O9TS LIP EQUIRED) SHALL PE PACVIDI:n ON SUITABLE C OPENINGS
IH THE FAIL. SHELLS IN THE Bn5'POM WI:R.E
OF EACH CF,LL To BE CROPILD, OR Call al F:R APFROVED LOCATIONS
IS" DETAILS F..VLV£DI. TMF. 1LEANOjo5GRAILBESEALED AFTER INSPELTION AND
FEt'ORE GROUTING. I. ALL CELLS STRIP. HE FILLS:E
SOLIDLY WITH GN(]UT. 'A0[
iT SHALL BE WDk%ABLE MIX EUITA31.F FOR PUMPING NITYOUT SEGREGATION AMID
91M.1L BE THECITCUG11LY MIXED. GROUT SHALL BE PLACED DY
PURDIF'G OR AN APPROVED ALTERNATE METIICD AID SHALL
EL PLACED SUITS INITIAL SET OR HAREENING OCCURS. GROUT SHALL ED
CDI- ICATED BY M1'R!ANICAL VIBRAIION CURING PLACING
AND RF.CONSOLA ATED AI"I'ER EXCESS MOISTURE HAS
ULLN ABSORBEF PUT BEFOREW.^,RgA61, STY IS LIST. THE GROUTING
OF ANY 5FCTION Or A WALL `.MALL BE COMPLETED IN ONE
DAY WITH NC IF'IFUUIPTIONS GREAT£y THAN ONE HOUR. J.
MIEN TIE. GROUTING TE STOPPY:D FOR ONE RUDE OR LONGER,
HORIZONTAL CONSTRUCTION JOINTS SHALL Et: FORMED BY STOPPING THE POUR OF GROUT
APPROXIB.ATELY 11/2" ABOVE OR BELOW
A BED JOINT. x- ALL PEIKFOACINO SEAT I. BE IN PLACE
ADD SECURED PRIOR TO
GROUTINn. REINFORCEMENT SHALL BE PTRCED AND SECURED IN CONFORMANCE WITH U.B.
C. SECTION 2404(EI. p REINFORCING BARS IAPGFR
TITAN to ME NOT PERMITTED UNLESS SPECIFICALLY DETAILED
OR NOTED OTY,ERWIEE, I. SPECIAL INSPECi1GN IAB REQUIRLC OR
SYECIFIEDI :HALL CCVYONM TO U.B.
C. SECTION 106. SFE[IAL IN'.FILTION SERVICES SIPILL
BE PROVIDED BY AN I, C.B,o. CERTIFIED DEPUTY INSPECTOR OR BUILDING
DE'PANTYENT APPROVED ENGINEER, 0. AT ALL 5PLd CES IN AEIRFORCING (
STACDER SPLICE51, LAP IKIN.) BARS
AS FDLW'W5: A] - 1 16 - 30" A4 - 20' AT - '15-
I 5 - 25" IS -
40" 3. TEE MINIMUM
RADIUS OF BINM FORREINIU4CINGSTILL (MIASURED ON OLiAFS:
BAR) SHALL BE A5 t THE I4510E OF TIlB I S
03 - C 1/B" 16 - 214^ 04 15- 1 I/
I" Al - 2 5/0" AS / s^ is ]"
10. ALL ANCHOR PULTS USED IN CONCRETE B:AC%
CONSTRUCTION SHALL AVE
A MINIMUM TOTAL ENUEOMENT AS FOLLOWS: 5 H" DIA VR SEAI.:.
L:R- 4" 3 4" CIA ---------------------- 5^
O 'I'PDCT UN[ COH_Ti JOINTS, COVER
THAN THOSE 11. LOCATION
OF ALL [ NS / P IEn, SMALL BE APPROVED BY THISARCHLT£CT/ENGINEER PRIOR
TO ORA TO PILE IXENT. 12. UNLESS SPECIFICALLY DETAILED OR HOTTED OTHERWISE, VERTICAL C.ONT%OL. JOINTS
SHALL BE PROVIDED IN ALL CONCRETE BLACK WAI.
T.S, PPPO%IMATELY EQUAL. TO MALL NESGHT AND SPACED AT A DISTANCE A
O , A H, 4'o"'T" CNTS S, JOINTS SHALL EXTEND II BUT
NOS CREATE T 1 FULL HEIGHT G HALL, CONTROL JOINTSSHALLMCTBEEIGHT. W13EN HALL
LENGTH [N]ES NOT E%FEED 1.5 TIMES THEMALLHEIGHT. r' r N OP CNE STCPY OR TALL.h:R ,HALL BE
11 CONCRETE PLOT) SELLS f } SHALICS ,O NRAOID AN:} SHORED, BY PROJECTCONTRACTOR, DURING ALL PHAL'EEOF (]DESTRUCTION. Hr r:.rcBCIL4 SIL EL 1. ALL R£IN rOR.i Nr.
f 1TF%L SEAT.. HE
DEFCRMUU YNILIXED[ATE CRATE 26-TO A. S.T.H. L-GIN BARS CONFORMING , CRAUE SO
AND U.B.C. STANDARD INC.Ps, !. 2, kLINrORCrNG STEEL SHALL NOT 9C F FI.n£
D , BIDDERS SPECIFICALLY
OTHERWISE. NOTED OTH ERWIS[. F" rN, RARE IN THEIR TRITE POSIT:GN
AMDPREVENTDISPLACEMENT, I
XOLD P£ISPLAC L]I 'f, EN -STANDARD TIE AND
ANCHORAGEDEVICESMSTBE PACVIDED. 9. WHOP I-i LE FOP FA ITIOA VF ANY REINFGR
1
NG STEEL SHALL C1: APl'R OVED EY CON -RATION, AND SUDMITI EU IV ARCHITECTORENG:N EER, FOR HIE AEVI F.W, PkIGR TO FACE
CATION. 5. REFER TO CONCRETE AND CONCRETE 51.00H TJT£5 FOR nilMtH_
Dl SPLICE LENGTH AND NCNIHUM RADIUS OF BEND, OF REINFORCING 5'CEEL. 6. 5'
OFLGEH SPITOFS IN REINFORCING OFcEL, LNLE55 SPECIFICALLY NOTED OTHERWISE. ' R.
ALL AEINFDRCING BAN AFx]5 SMALL BE III ,of
To H,
FAhkICATIOF, ERECTION AND PIOI IN'" OF REINFORCING 5-.EEL SPRLL CGFFORN
TO COPSCAEYC REINFORCING .5TFFL INSTITUTE OF J7MOAAD FRE IL E. .
9. ALL WOVEN FIRE MESH SHALL CONFORM TO
A.S.T.M.
A-115. UP ALL WIRE MESH END MODULES. It. REINFORCING STILL GEALL BE CLEAN OF RUST,
GREASE OR OTHER MATERIAL
LIKELY TO IMPAIR BOND. 11. MELDING Cr REINFORCING STEEL (WHERE SPECIFICALLY
NOTED OR Ell $I ULL
CONFORM TO U,B,C- STANDIED ED. Ili STRUCTURAL
STrr,. AND ELL W .Ny I. ALL St`RICTURkL 5t EEL
SMALL ICNF' NM TOA.s.
T.M. -36 ANI P A U.B.C. STANDARD NO. 21-1. 2. SPECIAL INSPECTIONSHALLBE
PROVIDED FOR ALL STRUCTURAL WELDING, IN ACCORDANCE
WITH U.B.C. 511:Ti.. lob. 3. For
STRUCTURAL STEEL SHALL B£ FAP.R:CATED AND ERECTED I4
AC CURCANCE NOTE A. I.S.C. SPECIFICATIONS AND CODE OF STANDARD
PRACTICE CL A': AMENDED TO OAT[. 4. ALL WELDING DEALT, BE DONE
BYQUALIFIED AND CERTIFIED WELDERS. 5-
NO FIELD WELDING PIERI-TED, UNLESS SPECIFICALLY NOTED OTMEANIS£. 6. Sll'
GP DRA'AEHLS FOR THE .'ATIE-_ON CF ANY
STPUCTITDAI.
5TF11, SHALI. AF APPA:VI.0 BY CONTRACTCA AND 5CNMITTED TO UCHITECT OR
ENS7MLLR fail giIS REVIEW, PRIOR O FABRICATION. Y. NO MO1..
S DOI P TINS Tn I 5Pr_IETCAL:.Y
D.'1'ATI.£R "HALL nF ALLOWED THROUGH S1'NU T'P,:. S'i CLL ,HEHHLAS. BURNING LF
Nb LEY 13 HOT P£RMITTF[:. a. GILL[. PIPE I SHALL HE WELTED SEAMLF55
PIPE CCNFCFNINC TO A.
S.T.M A-", .FRET. D. 9_ ELT, F'1'
kU11'1JUA_ 57EEL SHALL YE PRIEST C' '11,
REOP 'CAT ANU I'!I'-LD 111I D UP w.TH RED LEAD (OR APPROVER ZINC CWFPNATE PP)HER)
AS NECKS!ANY, ID, ALL Bl-_I5 STAIDa4N -N - H.P -N. r,, ]
f M 'rO
A.S.T .. ':3n1-6eI 1 11. ALL WULOIN6SEA[I. CJFFOHM TO 'AWS' SPECIFICATION FUR NELDINL, LL-O,Ixx
ELECTRODES]. 12. ALL NI:ADNO STUDS [FOE COHCHI:II ANF.UOYAGL)
Uv I, BE HANCEACI'
GFIJ BY 'FELSOF' OR AFP:iOvtD FIDUA.[.. - . IS. 5':RUCTUNAL I'GYE COL..
SiDn 5HA:.b HI: A.S,'I, M.
AIF'O F F, Il ' 14. WHERE FILTET FITS Al'F IS NOT INDICATED, USE 'ANS' MINIMUM SIZE BASED
ON THE THICKNESS OF PUP THLCKLR PART BEING MFLDEC, AG SFMCIYIF'1
IN A.I.S.C. KA.UAL. OF STEEL CONSTRUCTION, FIG
LIT II EDITION SECTION 1.17.2. 15. AL[. BUTT WFI.'IS TO HE FULL PENETRATION,
UNLESS SPEL;rICA1,LY HOT£
D OTHERWISE, Ili. WEIDRP QUALIFLCA'"ION REQUIREMENTS, W'FI7TNG POICEDCNE AND WELDING ELFC-
pODFs FOR ALI.
S'I'k DCTURAL STEEL (FACFPT STRUCTURAL SHIST STEEL,
SEE STEEL DLCKINU) SHALL CONFORM TO U.B.C, 9TANDARJ NO.
27-6. 17. FABRICATION, ERECTION AND WELDING OF STRUCTURAL
57EEL SHALL CO,VFORII TO U.B.
C. STANDARD ND. 27-2. la. FAM IUE HUT
DIP GAL',,i 1NG CP TO F.INIM6T, CONCRETE COVER
AROUND ALL STRUCTURAL STEEL BELOW GRADE. 19. STRUCTURAL STEEL EMBEDDED INTO CONCRETE OH HASONRY
SHALL BE UNPAINTED. LllLI'.ISLTICLI:N
1, IJ WHEN GRADES: UCUcI FIR-LAVCH Re STUDS, _'CI.
Y1NC
6 PU^,ES:
L"RING FALL:- ---- ---^- 02 OR BITTER NON
BL'AAING UALLS ------ - CCNs'1'POCTIOx OR
ITTEN 2% .1G:59'S - -%2
OR HFTT£N 4x BEANS--------- ----^------ ----{1 OR BETTER
5.
BEANS: EXP05FC I1NT/EIXTI ------------- --SE[. PC- 5TRU[:TYRAL
GB LETTER ION-LPFOSEC------------------- -I
OR BETTER as POSTS ------------------------------------ f) OR EETTGN I PESTS " -
Ill OR
BETTER 2. FO]NCA'TION
SILL PLAT%E 8,LALL
BE CALIFORNIA PIHWOOD [CLOSI: SPAIN)
OR PRESSURE THFATED TOUGLAS SIR. 5}:C SHEAR WALL SC'HI'DILES AND
FOUNDATION PLAN FOR ANCHOR BOLT SIZE AND SPACING. SEE CANPZN'
rRY/FRAMING NOTE 06. I. PLYNOO SHALL BE C-D.X,
51'RUCTUTAL II [Ok BETTER) WITH EATERIOR
GLEE, AS GRACED BY A.P.A. PLywO'O TRILL CONFORM TO U.
A.C. STANDARD KO. 25-9 AND UNITED STASES PRODUCT STANDARL F51-74.
DEEPER SHALL CCNFORM TO L'-B.C. STANDARD NO. 25-1. 5.
NANINDD MOISTURE
CONCPIT FCR ALL .`, PILIT,RAL MINES" SHALL NOT E %CE E.
O 191 [UNLE55 SPECIFICALLY NOTED OTHERWIEF). FASTENERS 1. NAILING FOR 11MMIX2
BE WITH 'COMMON' NAILS U.O,6. 1 . I
1.
ULSCAEWS SHALL BE SCREWED IHTC PREDR:LLED HOLES THE SAME CIAF,ETERAS
ROOF OF THREAD, AHD ENLARGED TO SHAH% DIAMETER FOR LEISI OF
RANK. Y. BOLTS SMALL NA:'F STANDARD CAST IRON MALLEABLE IRON
WASHERS UNLESS USED WITH
METAL SIDE PLE.TES OR ANGLES). 4. BOLT HOLES TRAL' LUMBER
SHALL HE DRILLED 1 16" LARGER `EHM BOLT DIAMETER.
5. ALL BOLTS SMALL CONFORM TO A.9.T.M. )BT-6H.
6 HASHERS
AT EACH BOLT O H EAD AND NUT AT LOCATIONS WITH ND
EETAL SIDE FLATEs. 7. BOLTTIGHTENING: TIAL UP SNUG AND R£TIGLETEN AT THE LATEST
PRACTICABLE TIME
DURING CONSTRUCTION, S. NAILS 511ALL NOI BE PUNKIN CLOSER THAN 112 OF ^
BEER LENG:11, NOT
CIC SFY TO THE EDGE PP IMF MEMBER THAN 1/4 LENGTH, EXCEPT
FOR SHEIVRLNG, 9. SCR -ORE MIEN NAILS -END TO SPLIT WOOD. 5':B-BCHE
FOR 20d
AND LARGER NAILS. DRILL DIAMETER SHALL BE 6.75 TIMES NAIL D:AMETEk. CARPENTRY 1111,
1 Nr. 1. 51i C.B.C. TABLE 25-A ?
OR MINIMM
NAILING REQUIREMENTS. 2. METAL
SHAMING ANGLES, A NCHURS CLIPS STRAPS TITS HOLIXIWNS SHALL HE MAMVPAL`I'
tINED BY 'SHIP SON STROXG M -TIC CO' OA A
APPROVED ED PF]VAL. PLYWOOD USED IN ROOFS, FLOORS ANDDECKS, GRAIL HE PLACED
WITHFACE GRAIN PERPENDICULAR
TO SUPPORTS, PLYNOOD SHEETS SNALI. BE STAGGERED. 4. FACE NAIL. ALL
DOUBLE AND TRIPLE ) I. STUDY "It UO STS
TOGETHER MITN
l6tl AT l]^ O.C. STAGGER MAIs :GP A BOT TOM. I.
PROVIDE Sic SOLID FIRE ,LAC%!NG IN ALL STUD MALLS AT e-a^
1 MA X,1 VERTICAL SPACING. 6. UNLESS dii1 WISE NOTED THE MIX -MO.
P S: LI LATE BIDDING SHALL
Be L 2" p2A, % 10' ANCHOR BOLT AT 6' 0' E DE THF.R£
5 9E HALL . x M A MI I IM OF TWO BOLTS FIR PLATE WITH ONEDEFT
WITHIN 12^ OF END EACH OF PLAT,. SEE L[nieER/r ED IMBNOT, Iz. P. IH:EAIOR
NOH-PIKe, N N ,LAN - O -S` .DEAR STUDWALL DNI253 S
MAY BF SECURED C. CONCRETE SLABS WITH SHALLLTI^ TYPE NT 5 P 2. 36 SHOT PINS F ]6^ D.C.. INSTALIdTIDN SHALLCOHCORN C TD I BOREPORTNO. 1290. A. INGFN£RAL. PLYWOOD PANEL EDGES {FCR .SALAR WALLS, AOCF5,. LOONS AND PECKS) SHALL
BEAR
ON FRAMING MEMBERS (ax MINIMUM) AND III ALONG THEIR CENT£N
LINES. 9, HUGE AEANS HITN NATURAL CAxULLE, UPWARD. 10. UNLESS
OTHERWISE SPECIFICALLY FOTEZ OR DETA7LLD SPLICES IN
CONTINUOUS DOUBLE 3N TOP PU7E5 SHALL BE
UPPED 4'-O" (MIN.) WITH led AT NO O.
C. (STAGGERED). 11, WHERE NO3D STUD HALLS ABC^. CONCRETB OR MASp
NRY HALLS, TIE Ell HELD [P, T.
D-F, OR REDWOOD) SHAIA HE BOLTED TO CONCRETTI/MASONRY W17H 1/2'
CIA, A,H, (WITH EMBEDMENT 6P 2/3 WA:.L THICKNESS)
12' FROM TOP AND EDISON OF STUD AND AT 4'-O" C.C.
22. PROVIDE 2E SOLID HLOCFING BC1v EEN ALL JOISTS AND RAFTING AT ALL SUPPORTS
AND UNDER
A;t PARTITIONS, PROVIDE 2x SOLID BWC%:NG FOR AF-RCVZD BPTDGING)
AT 6'-0" U.C. BETWEEN AT 2 A 12
AHD IARGER JOIST AND RAFTEµS. I), NO SGULICTLAAL MEMMLRS (JOISTS, PEACES, STET,,, IMAMS, COLUMNS, FTC )
511ALL HE NC7t PUT, CDT OR
DRILLED (EXCEPT Fort TFOOR- HOLES A!UEERII FOR BO:
T,:N.:) UNLE59 SPECIFICALLY NOTED (SEE NOTE R- A 114) OR
DETA:LEC OTHERWISE, OR WITH WRITTEN APPETIVAL FROM ARCHITECT/ENGINEER. 14,
HOLES AND NOPCKE5 IN JOISTS! A. NOTCHES IN THE TOP F
BOTTIOM OF JPIS 5
FFPF T sf LOCATED MOT E'
N[ - PN£ SIXTH TEL DEPTH AND W SHALL F O StoTECT&LIN THE HIDDENTHIRDORSPANTWITHINNOOFEXCEEDONEB. HOLES DOPED IN
JOISTS SHALL
NOT EXCEED ONE E SIXTH/3 OF JOISTDEPTH E]r SH SEMI hE LOCATSb WITHIN MIDDLE 2/] OF SPANAlNISH:RTHEMIDDLETHIRDOFJOISTSOENTH. 15, HOLES ADD NOTC]IPS =N STUDS, P'_ATER AN) SILLS: ''.I1LD HLLeS MAY PE PLACED
IN AT'LDS, I'1LT£5 AND SILLS PR62IJLD THEY AHE CLeA- A .
FLY C_N,LIR ES N EX ED Its A Mix[MUM UP 12
AIMTAND BE N DIAMET FR LEES NOT CH DE 25t OF STUD EXCEL . -1 ES SAYBENOTCHED .WHEN FICD ')OTC![ DEPTH 0 2 NOT E%STUD WI OF 5EIN NCEPHHL9BCP.V HU;,L EXCEED 25i OF STUD WIDTH, REINFORCEFIATESILLGPSTUDSA5FOLI,OaS: A. PLATES: I I/I" % I/O' STRAP
FACE SIDE OF PLATE NAILED Urn 4 - III
HALLS FACH SIDE .1 HOLE. HOLES OVER ]II UP THE PLATE METH ARE
NOT PERMITTED IN ANY PULE. ANY PIPE IS CONDUIT N£ V"MIN.',
A ND F. nf. AN b 9, [ LA ER THAN ]]
a P THE PLATE WIDTH SHALL XC BPDUG HT TO THE ATTEN:[DX OF THE FILLS: R INIF.B
IATELY. B. SILLS: BITTER IN A MANNER SI MILS.. IT,'D P.
SI ABOVE, AT RULES H£T14C EN T ANC Ilk OF SILL WIDTH. SILLSMAY BE COMPLETELY CDT ONEACHSIDEOFAPIP£ OR COFCUID WITHIN9 AN A"IT IOUAI ANCHORBOLTDR6 - E IS HEATED WITHIN 9" OF IMP. CND OF THE SILL, FACN SIDE of THE PIP. UP CPNDC II. C, MATERI DART ON EACH SIDE OF STUD KITH 2 STU OF SCN.
E MATERIAL AND
DIMENSION AS SILO; C%TEFI 2 O S WIDTHS EACH SIDE PE HOLE AMCPROVIDE ] - lEd NAILS 1 SUED En'S SIDE IF Y.OLE. ROD. T HOLES GNEUD THAN FEC BIT HERE THAN 6ak pP THEWIDTHOFTVCSTUDAREPEHHITTEHWHEREEACHSTUDISx6'nLEOANDHOTPOPET]{AN TOR S,C2ES511E POUELE SIDES
APE SO BORED AND EACH BCIRED STUD IS REINFORCED AS ABOVE. TABLE NO. 25
o-NAILING SCIIEOULE carxecn.x ar I_ kill a rill ..""
III raenell AS
l.AFEWI[i r:n•Ir•
Nhrla 3Rd- LI'
i6'rvhnmmLu11,1.ch jouL AS, n.
l hAd 4.Vi.ln dunE ae- FuhH.
nr Nl each l"in. lei silo Rd 51-fahncv,
Iajllurprde,bhnd dl <n.il IIM1J A SolrrFs X,.i,rnrbllc Aia, factna11 ISOIDE <.
i. Tnp pin<onnJ,euJ m ll--,-.--- h161
I. 51ad to sak Pine 4-K, I.
em11 rr 21FIL emin+il 9. Easily Nadl.
hee lull Ihl am 24' o F. IH Dm,hledUYPIFe
rs nr1 l6dii '
nc H_ TRP RIFIn, mie en0 inleoecli^nA Lee ndl
2-Irnl 12 Cnati.Bw, hNJee 1.,'
kcal IAJ at l6'. e. e1.ng e.ahndpe 11. Ceilmp_
iJnBbpia,,,AFAil 3116 n Cominrmeeheederla.uld, rNarl 4-Ha 15
ceiling is isu,lepsovn
PnliN6n:,f.een.i[ 3
Nl 16 Ceiling finial. in r .
I Den. face LOU S ILO COMVE CIION _ _ HAID 11, 1'
blwt lauch did.nJPLMn f... Iran 2Oil 19.YaA'F ::,,.
garbs, me.ah
txadug. face.ill kit! 2V Wrder Lh.a1". R' rNenhv,
p to Farll LOm.g, f.s. a.0 IIna
21 f3 is :up......Ford. ledk24'..N. 21. Avllh.r,,,&,.ad SOAR OilnC.PT IA IAN,,
L. ,rod ,I.E.1E'.J 2.
2PIMM Iandal Each sill:, 15. 2'ple
Irk. -^-'- h.-.TreatbannA 24. PlIOD-1 and parallea.
rdd . SLNJla`r, CHRIPP d
1.11 abstainer, Its a.minel:
III lees AD I!.^.1' Ad]
T ____ T._1 Ip I I -1. I inablrraln^ Nubrlmr.
n Mrr19}menl (
O fr•mingll
AiandIt'
s do An I
Rd, I I!a" N:i IIM3or, Rd. 25.
r.mi tildlry Ma froul
l: Ill' or
laic Il Ids Is,. FTberhaard BINUIring:I Uri
No. I I ga a I No
Is, pa9 rSio
No, 16
it..a AA, N"
Ili,,' IC.mrrmn.rh.a Ir. I•
m.Y N
Varaai[
rra.'here FOUS ifrnaHJ
1C.IEFFY
or LklormednWrok. 10EnNASY Dalnrmrd shank. 1 in, Ell .1 en err Oi,•Aewl N FIh
J 6 nnc Fu ,
Io n
l2 P. M ywo"P ] ceP WRIFta adIFLPCNrn•MmFpNRI,4Soi I J relic rr^,",J A'nrdxrr n
Had
0I
ii rates nn t c y.,1
p r p e be mmmmn I.0 m bxn, Sedl 7. li star Fll ahr n hi ng m Y k n Y,Dl.nl minFRON ,IWELL in I. Ph.Bl FiDUROLD of 56nlnn 23A e(
ILI I - a rnaln a r A q 8 R n 1. T p. me.vrer.aed ] ui in cam er M rrrzrior edBauIA5'
mdles ancenternIn¢r Redo¢ s eppm,n.,sann ,efi,Ivm .^ding wit `.SIb ule. I XYrIrr,er head enJ P2ind, lu,
pu
IF LH 25POST.lI x I'n . I I P -h d I r a mcM1 ahulhm i f in
moleaHiraag1t4menoITBeE.. n2e 11)so..." . Cnrn uelIIywhitsillIinnl ',,,Ali Lrmwnand ifor AnnNSDGEH'ill ED mrh
eaeaH land Un -Inchlea Alh fmNut -inch ahuohing cnnfnrrt.'mp minereq uoemenb ar nlun21166VI. GELID-I3YTxATF[i LI RPQ I. ALL GLUED-UPOPEATED BEAMS 5NALL BE OF TLC FOLLOWING: STANDARD GMC.L.H.
4 BENS I 1 2
90F . I24$ PIA 24 P-VS 1 DP/UPI INDUSTRIAL
SHORE AIFPEARANCE GRAPB. t]4P-V4-UF/DP MAY BC USED FOR SIMPLE SPANS ) Pb 2409P.
S.I. c 16S P,S.I, F45c P. E I E1.1, Ia r 10
in.s.I. 1. TEL
MAIMFACTILIRE OF TOR GWND-LAMINATEDLb'1 SMALL
BE INACCORDANCE N1TH THE LATESTSTANDARDSPECIFICATIONS FPR STRUCTURAL GLUE -
LAMINATED TIMBER BY TMY A.I,T.C. 3. A.I.T.
C. INSPECTION CERTIFICATES 5HAL' I e IN
SUPPL32D T9 THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO [N
STAI.LAT ION. A. BEAMS SHALL BE CNDSGL810 AND I,oAIa WRAPPED FURPPdTYCI'ION D[]Itixc sH IPNENT, _ Mete Seta Sill , 3003.
RIA T'mh oscd in the .,,Sian NiF of vehret shall conrnnn it,
Ilm ary,liclhle FrquiremelHs [
or such.,.
reruns ns ec[ faT411 elacwllele in this cedr- lo, u,asuerY u.itsand Irma.., sec Chnplcr
74. For Poi Corxmleia la, sec Chapty, 26, FiN rMNllsndcemcnl pluicl, me Chapler
47. r I hrd,, suploons. and ties shot be
nUDCOmhealible aid mr taion(N.l,hxnt.
Wb:n [Ile Nnnr "enr Sol rest
Rtanl" or "no.ronoslve" Ott used Vu KID paper Lilly shall memo having a
contusion rr6lFdii equal to or greater than A For di Hi gelveuimd coating o1 I,
3 ouncra of iinC per square DROP of aver.., Oita. ) r hen an CICUl
l is taquired to UtCrnmSioN DEMSHw or naucor-Dive, all Of in Pau s ,hall INC
C W F161V H Pesislanl. Unit fly Sanwa. jails, wire, dowels. MdIA, ums, Ln,hen, shims, anchors,
ties And altollor eels- P" See. 30114. t.) (ISSUE al, IIP, d,,AN Q1 sit ,,Deer shall
OanpEy Will] The DZEDUC Beds of Chi 23 andthis,
s0ui.m_ Vencer shall Enrpinl no EAH oflief norm Us own w'Cight aid the vertical
delta Paid Or Yencct alre't Sur races
to n'hirh Inlin Vx aonLHcd shall be designed to S.pELIA ll a edif
f"Aal sonrival and larn'
al Sunda imposed by Ill, ve.cer. Q.n,idnnlloo sl I IO given forthf Orcntial nmNCITlOd of
N.ProrIH HVINU mg OTH caused by Cmprra alle Changes, shrinkage,
creep and defection. L) Adharnl linr4L FR Ih the exceptionRl ceramic On. adhemd veneer and its
backing shall be dcnigned to have A hrind IR the
enppodlng ela...t sufficknt to wlltulmnJ A shrmring HIM of Sp INIHnaa pet
equate inch. F) ADchnre8 Va.,,,. ALnlloRd ve. W C, .ad it. aeachmenl, 16E11 be designed
to Sin a hoiannlnl[or.e rqn A110 twice the
wcighl of the veneer ' Adhered Veneer PREO 3001Lill IFrudtbed limalil , Hacking shall he
coal and.lay hear ny.Smart Alpermit LcdbYil,t,tt,.I, II,hAIIh.,Csvrpcea
PreP.d[.,,
curesad supporllhelmpoaedloedsafvenrcc Evmine veneer, including iu Dec king.snail provide A
WealhL WroafCOYern b 310 Fn adJirinnel bnhg mqin ui,00MDts see 5erli0ne 1707 (
A)
end () it; Area LIm Walla ln. 'foe hcigN and length of
vclrcheJareasshe[] be UVii n. itcd Cacrpr as acquired in control expansion
And mRETNOVOn and as limited bY III 3001 b. dAll nut exrced 76 inches
in the IllIllNSinLfutlrxlLre e, Veneer omits . 1 Ic1 g me FOR dl EDT 5nnnrnner
Than720NFIFFY , uslic, 31ola v
l Almien and shallweigh rwl mo¢ Thani5Pnm.dt Ice
syuere
foul mdusapproval by the bondingu[Dnel. NLN:VBrans u(Rhlng e'rlhart3rtPe1aqV.r wl shal Ixn lie ILCAIm O4ux mum. orn¢n JI ANPIIaMion. In
hcu If Ili, aksign ...Vlr..I by Seniors ILx!4 la) R{d (b) dbered YOwcF PlinybeappliedbyoneorlbeEOIWwtngapfUSIRLon
Are Lhadr, I. A park a near 7.,Hlnad cemenl shall be hrmhed on the back D.
g and the A ll he applied la the backin g and
the back Orlhc 511111 LICE! El lFe.S moll b Shen aH pp 8 a Jm ,'Yale Walt
ht exc[ a m be forted vcncer unit Suflir icnlmnrltshiollCRtes [o cam natal Ix Sh all be
to Jin[o lace sa P Y RA lheulgesnhhc unim. II Doll PPC P fill [he spnrc bd wccn the uniq and thebacking. The rtwlllag rh icknwanfnrorlu ittbncl ttm units sli be DR, coo Than IN inch act... than I
IA FEET, i[knesssillll 2. lfilla of Gle 1OREWElf ', panAORK rnre Iron overt tench
in Tll be ttarcided In 8! ayv are U111111.11 ATe. WRle a, the back
side ofeachunitisgroundofboxacreededtoIhieupanydevhatloNSNQn. plane. Theme.611 and g3 ass mosaic adhcrcd h r Ire h la inch in xi¢ ma lw 1
na of putfl uver 2lcm Backing 2 V R s Y Y Y mexnx ofIwrllandcementBnc4iugmaybeofmaxonry,Tan4ese or porlland cemenl
File,
on mclal lath. A1eNTl lashshallbefa disrod 10thesuppnrre
in accordancehN ner47. Mutter as described in lhblt' No. wish the re uirenm
nts olC q f 311 A.,Snell No ri lied N1 IF, hacking As a .
Ellin, Dcd. 1 BY aelling TIE 'Hall beA111INDmmaInainchthickanda
ilxaimum of IN inch III A paale or near 1 arJ;Hall hcn liedto n back.[ EREUUdla the rna ed
6l iK i R PP Ni shod dIL vCn err rC FFCd the hacked Freeplaceill eneerunitsaudto
the sc p 8 e
between the motor bed end Ed laTedintolaced roviPk
con IaIC cPO IN be pl PPp8rFlltrlihLvCDCCrvrnecruml.A MianJ ceumm mot atollbeLsadtoPBe) Ceruule'1 lie. RefundcemenlInnrmrslannstallingcanonic rile un walla, Doom and ceiVinga shall Ix a,ael firth in tableNo. 30-
A- 5. THE BEAMS SHALL HAVE 57ANDARD CAMBER UNLESS SPECIFICALLY CALLED OUT OTHERWISE ON DRAWINGS.
GI. - .ANTHATF TIMBER, B. SHOP DRAWINGS FOR THE EACONTR IT OF DE I ,
D TI O THE SRALL BE APPROVED BY CONTRACTOR
AND SUBMITTED S ARCHITECT/ENGINEER
FOR H113 REVIEW, PRIOR TO INSSALUTION. GLUE. - R I NOT BE NOTCHED OR HAVE IWL£5 7. U LAMINATED BEANS 5 A,L DRILLED DRUGS}
LRODGH UN55 SPECIFICALLY NOTED OTHERWISE. 9. HEADS 511ALL
BF, FOR DRY HISE ONLY, U.N.0- 9. GLULAMSSHALLHEUSEDWELCHTEMPERATURESOF
150 FWilingIN SERVICE Jr. Chapter
30 VENEER Star. Sao, MPH 1.Ill .Heel. All vcncer And
its AOr ll catluU ,II,II cnUloits lU roc nh of THIS ,,O, "Ao,
N•
IT, .......loop.
4
felt
VU Ili rncac.rN ah„i.e t Ell AJ'prcnl Rrnand clCvati.0 for etic-ir
vc.vr IONIC finidl flw,r dare Em l a imuinl Any be 1AIIdRumHmp.uviNmn.N [b'T d.npli if apprurcd by 1T, building offida I. I Ill I.
III Hain..... rllnlnl "o,a, Q.]I .... l rM al ISt'ILl l" BI horw,olsinnc- liov or .
pnlnl m..c Than )W Iml
in III nhmF IiI. In9.(n... lmihlc h nnHibon. I I],, if) DEEPVnd..ny TO imacamJ lines silo c
tat FIRIFIEFLIKIII li lillikinit inuP Ile fur dilruential olnvelnrmt Ana Ano applovea by Hot building offlcinl. Defy
dllone ye1.1[m2.f lPICEPrfe• o(IbIsJl Ple1aclu4 ar rul,All , lnClII(oll1.
1. 11 ,CICIN97 A, Road in Ihie ell i, Ina avPlace e,
axxnuh]y
In which Imes. Is Land ,r Fill kt:R lam nnlm uurnl facing of
hock, rnncrCle. sbne, rile nml n. Pc ci oil LIE anon, DACIti n rn nDURL att ec
hcd to
a backing for the pw pnu of cilia, eaN azi.n, pIb[ccLOn or'ulo.
IA Linn. AI IKFea S.I.E.. is Yencer located still Rai.h .f lfd LIRC gl, All nlInA. n Cd bond'. t In,llcd IF -Ana
vcd hall i. 1fR' g II rem x Am hared Arne ... o c.mJ In andsuEEKIII by nprnlvmt
meet..Heal fnlrU N• atlachcd N, an apH, U,<d harking. RALrri Lr 7'rneer is
veuen afplicd la wca,her r,poacd PDOL s aF FiLri ALL in
Scc h. I, 424. net 1 Ell, vrnnr l.
t ,rocU, oppEned to AorOcea udLer Ins wLalhrr e,r.,Fed l rf.axr Aar 4 rf mica
in Ettiiln 9i Exa,
l.Ec2 GOOADIMATIOH cT ENGINEER 24 HO URS IN x TE / THE CONTIUCTOR SHALL NOTIFY TI
ADVANCE OF REACHING THE FOLLOWINGSTAGESOFCONHT'RUCTIDNI
PLACING NES READY FOR
PiA DNALETED TREND 1. FOOTING CNEG , OFREINFORCING. 2. FOOTING REINFORCING BARS
IN PLACE. SLAB ON GRADE REINFORCING Ul.AB IN PLACE.
4. CONCRETE PLACING OPERATIONS. S. MASONRY "ALLREINFORCINGINPUCE. 6. HASONAY
WALL CLEANOUTS
CLEAN AND READY FOR INSPECTION. 7.
OROHTING ORERA5ION5. N. WOOD FRAMING COMPLETED BUT Ni
CLOSED IN. 9. PLYWOOD
NAILING GOMPT.ETED BUT NOT COVEREG-
LO, ALL STRUCTURAL WORN COMPLETED, CITY OF SAN LUIS
OBISPO COMMUNITY DEVELOPMENT
APPROVED CEP BV RTMEN RSY DATE aPaiPON No,
9; GENERAL NOTES I All work shall col
H YY with rnim the
ninm5landanis of the followin g
applcaable
codes asamended
lry
the
Cityof
San Luis Obispo,
CallF. Uniform
f3inkan9 Code. 1914 Edition Unllann PlumhinyCode, 1994 Edillnn UniformMedlanicalCode, 1994 Editiun Nakano! 17INN+' Cale.
1993 Ell Caff0mH7 BulldlnJ Cndo 19FIa OCR Title 24 California Slane energy
slalHfaldS. All applicable Standards- ordinances
and regulations of the - agencies
wilt jurisdiction over the work.
2. The Calif or n1a
enorgysonservations Atandalds for residential
construction, conlained in Title 24 of the
California Coda of fiegulations, have I HIDE reviewed
and the budding doscribed herein is
in subslanlial conformance with Ihoa9 standards which apply ht
maw construction_ 3. A .ethnical, of construe iun compliance, based nn GbsoDOORTO
of cunsHLlclion, shall be signed Nnd Iransmitled to the inspecling building official
by NET Contractor_ 4. The written APLEilicalions are
a pad RI lini drawings and these drawings and the written
specifications are a pad Of the consla clion conlracl. 5. 'lie Contractor
shall be
1 espoil ihlu for review and Coordination of all Drawings prior to
COVS1111 ion including civil, structural, electrk:al. mechanical. ph lhing, m'anufacturars and
shop drawings, Vidleal dimensions strait have precedence over scale or proltr iOLr i Pot
scale the drawings. e. ITS contractor strait verity All Mxisting conditions
for dimensions, grade, P,unliguralion, and other aAli r..ts I)[
GOHlpatibility with the work Of thoss, co.istruction docurnenis. Any oondiliI
which interfere with ION work shall ilnmedi dely he brought to
the attention of the, Architacl and The work shall r}GI proceed In areas
of conllicl until such Contacts have been resolved. 7, The Contractof
shall bH responsible to request Special Inspections and for Project OGordination as stipulated in the SlruclWal
Noles. 8. Special It15pL lion Requirements The Conlractor shall request the
lollowing Special Inspections before prucaeding with the work. I. Grading, excavation,
backfilling. compaction. 2. Concrete, 3. Structural masonry. 4. Welding.
5. Bolling - Provide the Taunts
arld gtialifealions of special islspectors prior to starling the
work_ 9, The Architect,
Structural Engineer and Sorts Engineer
shall provide
structural observations for
life leundalion
excavation and
reinforcerlenl. I D3 D g 0 re W N C N
l Ye..
r Ye In V u_ ; In Q/y > V IN
W Oa r/r, Y4 La I M
IF ill
O a O
III6 N
Z
O i-
Ip C7u
w w rQ - 0 N
i z w U
11-4
1000 d
z _
FQ
J O,,.
Is. ositQa
S/ fd
1 fie. Fill U
W U>-O
zaa W in _N pJm cn<O LU>.. oco1fJ.e Irr NJ7 M
co
z W aoa
INN
DRAWN
CH ECMED
ALEa'"
j
IIP
ETC,
QkD,I
I)
GG
NO.
@MEET
NOTES
S SPECS.
S-
1 OF ameEye
0-
T
gently below P1oor giraet. 21. 4x4 p,,,
lit directly t,elr,v ax yir,l.r/ne:l ln. A.
provide Rc4u glide, to top plates of cripple aLl. R. BC40 @ bottom of post.
24. Simpson 1113.944. 25. S--- ,--- .5 approeimates stepped foot
iny. A. see detai 119 /5-
4. FOUNDATION & FLOOR FRM
PLAN REVISIONS I 9Y 2 n N
J Z UqM O m all
Q o ma N
Z u10 N
Qh p 21
Q u
u
rT r
QJjr
V W
zaa w:
in o m
naoW>- cn cco_
Ncc J A/
OD
Z
aoa
2NfA
OR6WN 5
c l+
Ec«
eo
OwtE
11 0 -
I¢
II _G4 JOB
NO
SHEET
FDN
A
FL FRM PLAN S-
2 Or
SHIL 4:T
REVISIONS I f3V
µT
to top plates. A, Scotrus; prnCi Les on aloeet S-3, 14. 6%a D3'11 poet. 3s.
Provide min. (t) cren ruor ]uist to top A. EPC 66 @ tap to ridge.
B. AC 60 @ bottom, plates of
wall. t5. Use RUSC66 hanger to 6x6 past.
96- Provide 4X4 blocking I:e.rwnen vtuds r,3 b.xy ,"in.j at Inver top plates. 16. 4%6
FY2 post. A. PC
64 @ top to ridge.
A. Strap FT22 acrFoss bfockinq. H. DC 46 @ hottnm td 4x
header. 8. 5ee ,Ietel11K;/5-5. 2 o NP J Yo N a
astl . mO
aN
CCto d U
10to0- 6CCUEl
O 0 I 9 (
1 QJrp
4 U LU .
0>-O
zaa
Win 3
N_
mrr
M v)
a0
W } (1)
M .
NUJ N
D co
Z
aoa2
N
VN
ORAWry CM CI<
E
DATE BCALE 41
JOB
NO. S.FWT
ROOF
FRM
PLAN
S-3
10wT'-
9Y V W
zQa
LU3:
0
W v
ao
W>N
Ixo- MOD
ci,
J
aoa NN
I BY U
W ^
zaa
W?
yv1 W
cn<
0 W}
N
rO-
NMM
NUJ
noon
440<
xNcn
DRAWN
CHECKED
DI
7 rpY£I -3* SCALE
VAP,
I F—S JOB
NO. SHEET
ROOF
FRM. DETAILS
S-
5 OF
9HEET9 aru
Kuxn vxG rnlrrn en Im sn ar.
REVISIONS I SY
v
Mnakk w Mrlh.,. kind.914 leeta Iha yes nwler. UPC
Sac 2213 (1) Ainpj 0 f .ti... . /, _ TI: \ ?.I-' ' 'j' M Clrr1 CNla AIe
I'd P«rnitlad m New AI ud ly Inn G'-.i"j Oil-Fcf,- r eE" IIrA 41.cNdmerey rnenWduM. r"-.'jJ UIdGf=-FZ 'r LAo1,
AFFA ;=oP, r7-,J`.`JRT Ll., ELEC, MECH & PLUM PLAN
rd N 0 u
J=
obiIca °1
7K m14m
n
N
IrZ0,F0 in E
N Fill 0, p
G
po
u
f'
Q
r U LLI
V>-O zaa
u,
3in
C M1
Nao
W}N
cIa1co. own
j
DCDee 04
2Ncn