02020109 (2) CITY OF CUPERTINO
BUILDING DIVISION PERMIT CONTRACTOR'INFORMATIO_T
BUILDING ADDRESS: PERMIT NO.
10741 N WOLFE RD (HILTON) 02020109
OWNER'S NAME: APPLICATION SUB DATE
ETER PAU 02/27/2002
f '. ONE: SAMTARY NO. CONTROL NO,
O O ARCHITECT/ENGINEER: BUILDING PERMIT INFO
m m— BLDG ELECT PLUMB MECH
I--D CJ L -J L, I
S y i LICENSED CONTRACTOR'S DECLARATION lob Descri non
I hereby affirm that 1 am licensed under provisions of Chapter 9(commencing P
ly F-wwith Scaion7")Of Division 3 oldie Businessand Professions Code.and my license HOTEL FLAG POLE.
I < is in fan force and effect.
License Class Lat.a
Oa O Dae Contractor
3 tv y ARCHITECT'S DECLARATION
1 uOd,rstcnd my plans shall he used as public demks
iY
i s'es O Licensed Professional
•X m es
y OWNER-BUILDER DECLARATION
1 hereby affirm that I am e¢mpd from the Contractor's License Law for the
f'Z following reason.(Section 7031.5.Business and Professions Code:Any city or county
which r<gaim,a .it m construct.cher,improve.demolish.or repair any stricture $1300
a Be -prior.to its issuance,also requires the applicant for such perm it m file a signed smmment. -
thm he is licensed puhunnt to the provisions Of me Conua art's License Low(Chapter 9 r a
( d Professions Colic) f - `3 Valuation
��,$'[ �•� �.• �.;: t r
of Nat he Is exempt therefrom and the basis for the alleged exemption.Any violation
commencing with Section 7000)of Division 3 ofthe Bulinessun
of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty q ,,�'�T,'�
of not mom than five hundred dollars(SSW). 10 APN_yyf9ftATION Occupancy Type
❑1,m owner of the property,or my employees with wages as their sole compensation.
will do the work,and the structure is not intended or offered for sale(Sec.7044. 103 UFER -
Business and Professions Code The Convector's License Law docs not apply to an 104 - REBAR Required Inspections
owner of property Who builds or improves thereon.and who does such work himself
or through his own employees.prodded that such improvements are not intended or 105 — ANCHOR BOLTS.
offered far'ade.1[however,the W
building or improvement is sold within one year of '-
completion,meowner-builder will have the burden of proving that he did not build or 304 — ROUGH ELECTRICAL
improve for purposeofi.Ix.)L 505 — FINAL ELECTRICAL
Yn,as owncf.(me propi am cxclusivd .actin - �' - FINAL
.- �- - -
x y, and gwimueemsTheCmiltorarn 514 — FINAL PUBLIC WORKS
construct ave project sec.Ito a.Bu Pero and Professions Code:)The etas me ...
License co docs nm apply man Per with
property who builds seimprove thereon,
and who contracts forLaw. pursuant to License
❑lame tender Sec. .B&PCfar this reason
Owndr Date `
WORKER'S COMPEN!�R NDECLARATION t�i�ta o aaa .a otasaea�
I hereby affirm under penalty of perjury one of the following declarations: I�t�s u� 1�s6 INija�
J- 0
p 1 have and will maintain a Cenifi.m of Consent m self-insure for Worker's MAR 2 2 2I
Compcnumion, es provided for by Section 37W of the Labor Code, for the
performance of the work for which this permit is issued.
. - 01 have and will maintain worker'sCompensation Insurance,asrwniedbySection BUILDING
3700 of the Labor Code,for the performance of me work for which this permit is
issue .. • ad.My Workers Com pens.tion Insurance Gari,mer•.end Policy number,.,rt: L 1_ ... •, ._,. _,-`C11
. '•..: -. •'Po11cy No.: :. .. i.t t•a4 r. t:•t. :` s 'i f - .. . .
t CERTIFICATION OF EXEMPTION FROMWORKERS': -
COMPENSATION INSURANCE r. -
(This section need not be completed if the permit is for one hundred dollars '
($100)Or les.)
I certify than in the performance of the work for which Chia pa t is issucd,l
'shad not employ any person is any manner so as to become subject to the Workers'
Compensation Laws of California.Date
Applicant ... _ ._ .... . .._ ._._-.
NOTICE TO APPLICANT.If,after making this Ccnificam of Exemption,you should
C Obecome subject to the Workers Compensation provisions of the Labor Code,you must
fort Iib comply with such provisions or this permit shall be deemed revoked.
V] CONSTRUCTION LENDING AGENCY '
t"•t`^'t ' I hereby affirm mat mere is a construction lending agency for the performance .i
sof the work for which this permit is issued(Sec.3097,Civ.CJ
W.Q -Lender.Name .:. .. . r. ...... _......- .. .._ .. _
�.Z Lender'a Address;" -
V 1 cenify that I have mad this application and time that the above information is '(
correct.I agree to comply with all city end county ordinances end stem laws relating
0.V to building construction:and hereby amhomm represenmtives of this city m.mer upon
me above-mentioned property for inspection poryous
.t�,d y' (We)agree to save,indemnify and keep hamdess the City of Cupertino against
tr V1• liabilities,judgments,coitus and expenses which may in any way accrue against said
U Ci in consequence o the granting of his dermic V /
URC ANT TANDS AND COMPLY WTfH ALL NON P INT' Issued by: r Date v
z/2-7/9
Signamre of Apdi,gmiC.Pmwt.r ". ""' I ¢ Re-roofs
HAZARDOUS MATERIALS DISCLOSURE , "
Nil)theapplicant o m W
futuilding Occupant store or handlhaaerdoes mamral. Type.of Roof .. . . --
as deft ed by,the Cupen Municipal Cod Chapter 9.12.and the Health and Safety
Coade:SectioP25532jayl •. I' 1.. . , (t'•'', .
Dy. All roofsshall be'innpected,piior to,any roofing material being.itjstalled.
Willthe applicant futurebuilding occupantuse equipment or devices which If a roof is installed without fust obtaining an inspection,I agree to remove
mer tesso us eu cone t az dein W by m B y Aree A r Q alny Management
ulrice all new materials for inspection._Applicant understands and will comply with
❑Yea " o all non-point source regulations.
;,if have read the hazardous materials relmn,amn't under Chapter 6.95 of me
California Health&Safety Cads,Sections 25505.25533 and 25536.1 understand that
if the bailding does not currently have a tenant,met it is my responsibility to notify the - -
dcu
quiet emu which must be met poor to issuance of.. -nificam of
Signature of Applicant ,. .- _ _ Date .
owneriami iu�ed'agent., " Date., All roof coverings to be Class"B"or better
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Jan 11 02 04: 11p LINGO 1 -856-342-7653 p. 1
LINGO•
INC .
ACME FLAGPOLE COMPANY
LINGO FAX NUMBER 1-856-342-pale(7653)
DATE: January 11 , 2002
Tn- Michael McClintock
COMPANY: Hilton Garden Inn Cupertino
FAX: 408-777-8040
FROM: Michelle Miller — Ext. 10 JAN.? 8 2002
• Number of pages including cover sheet: 4 FEB 2 7 202
MESSAGE:
Dear Mike:
r lease be advised that Lingo only provides shop drawings for flagpole
orders with a purchase order. I apologize for any inconvenience this may
have caused, but this new Lingo policy became effective January 1 , 2002.
Attached is Lingo flagpole specification sheets for you and your
presentation to the township. This will provide you with the necessary
information in regards to the quotation sent to you on October 26, 2001.
Should you have any further questions, please feel free to contact me.
Yours truly,
Michelle Miller
If receiving location does not receive all pages, please contact 800-260-1897
eox 1237 2814 Duren avenue Camden New jersey 08105-0237 U.S.A.
E-mail: miller@lingoinc.com
Jan 11 02 04: 12p LINGO • 1 -8562-7653 p. 4
eACME/LINGO FLAGPOLES
AI/ASSEMBLY. INSTALLATION
Standard Foundation
Foundation tube shown has lightning ground
spike attached to base-plate thus allowing Waterproof
lightning charge to pass directly through con- campaund orno.At nlrAL
2"deep aur on RASH
Crete tooting into soil under foundation...plate couAe
support welded to ground spike is designed to
rest on bottom of excavation, therefore, F
establishing proper footing thickness when 2"
concrete is poured. Gfode
A—inside diameter of foundation tube,approx-
imately 3 inches larger than outsidq butt
diameter of flagpole. I" L1
B—distance of pole in foundation, 10%of ex. Four
posed height of pole hardwood '
wedge, I
C—thickness of fooling under base plate, at by elk... I L
least 15e/a in inches of pole height in feel II
(minimum thickness, 4 inches) Fill, ... '
D—depth of excavation, distance of pole in wth pocked -f FEB 2 7
foundation plus thickness of tooting dry.and II
E—diameter of foundation, bottom, at least L� '
four times outside butt diameter of pole A LZ-
_
(minimum diameter, 24 inches) - -
F—diameter of foundation, top, at least five a Ipaag. JAN ? 81001
times outside butt diameter of pole(minimum co..ugoled G
diameter, 30 inches) Neel robe
G—size of base plate of foundation tube, at FOU '4
ast 6-inch larger square than inside diameter
f foundation tube welded
H—length of lightning ground spike attached wedge, �� C
to base plate of foundation tube,depth below I�
footing equivalent to fooling thickness . r 1 I H
J--size of support plate attached to ground 'w%w.ld.d .,..I
spike,approximately 25%of area of base plate plate E
Concrete Ptate.uppart V,"dio.,teal Ilghtning ground
mix 1.2-4 welded to,pike .pile.welded to plate,
NOTES:Recommended foundation dimensions shown are minimum for good,firm,dry .soil only.
If heavy frost conditions exist at site,invert dimensions E and F. If there are extremes of sand,
muck,water and frost, consult us before finally specifying foundation dimensions.
DIMENSIONS
GALVANIZED CORRUGATED STEEL FOUNDATION TUBES
FOR POLE BUTT TUBE
Oulside Dunt Inside Diam. BASE PLATE PLAI t SUPPORT
NOTE: Inches _Inches Inches Inches
Hardwood wedges are recommended for up l0 5'L 8 14 x 14 x 'L, 7 x 7 x '/.
plumbing flagpole at top of foundation 5H/,n to 7 10 16 x 16 x 'A 8 x 6 x 'Li
tube.. .They can be readily made at erection TV.to 8Yn 12 16 x 18 x 'A 9 x 9 x 1A
sitetosuit actual field conditions.Uppermelal 9'H,to 12 15 21 x21 x 'Li 10x 10X A
wedges are not recommended as they are dif- 12V,to 14 18 24 X 24 x 'A 12 x 12 x A
ficult to modify and usuallycannot be properly 151016 21 27x27 x 'A 14x 14 x 'L,
prefrabricated to meetfinal field requirements. IA to 20 24 30 x 30 x A 15 X 15 x A
Recommended Flag Sizes FOR GROUND FOR ROOF VERTICAL OUTRIGGER
SET POLES SET POLES WALL SET POLES POLES
The tables of dimensions show most appro- EXPOSED POLE FLAG EXPOSED POLE FLAG EXPOSED POLE FLAG POLE FLAG
priate standard flag Sizes, from standpoint of HEIGHT SIZE HEIGHT SIZE HEIGHT SIZE LENGTH SIZE
FEET FEET FEET FEET FEET FEET FEET FEET
ppeaag earance.ch
for various flagpoles.of It necessary 15 3 x 5 15 4 x 6 above top of wall 6 3 x 5
fly flag each day,r8g8fdI8S5 Of Weather Con- 20 or 25 4 x 6 20 to 30 5 x 8 12 to I S 4 x 6 10 x 10 12 4 x 6
itions,we recommend initial purchase of se- 30 or 35 5 x a 35 or 40 6 xto 18 to 30 5 x 8 15 10 16 5 x 8
cond flag, having much smaller Standard 40 or 45 6 x 10 45 to 50 9 x 12 35 or 40 6 x 10 18 to 23 6 x 10
dimensions,for use on flagpole whenever high 60, 55 or 60 8 x 12 60 10 65 9 x 15
wind or bad weather conditions prevail. 65 or 70 9 x 15 70 to 75 10 x 15
P 80 or 90 10x15
100 12 x 18
Jan 11 02 04: 11p LINGO 1 -8562-7653 p. 2
1.
*ACME/LINGO FLAGPOLES
OP/OVERALL PRODUCT IN PLACE
GROUND SET ALUMINUM
Cone Tapered Standard/Slimline
FEATURES STANDARD
ACME/LINGO aluminum flagpoles are made FITTINGS.(Seepage 7)
from seamless Alloy 6063-T6 tubing with •Spun aluminum ball
diameters, wall thicknesses and tapered with flush seam
lengths consistent with good engineering prac. •Aluminum non-fouling
tice.The tapered portion has uniform conical revolving truck with
taper of approximately 1" in every 5'6" and double sheaves
poles with overall length up to 38'6"are shipped •Two halyards each "
inone
or piece.Over
ctions, depending poles are an shipped in with two"Quiet Halyard" �
two or three sections, depending on length. flagclasps
Field joints are provided with factory fitted,self- •two 9"aluminum
aligning,internal splicing sleeves,requiring no cleats
• field welding.
•Foundation detail
STANDARD CONE TAPERED see page
ACME/LINGO Standard Cone Tapered
flagpoles have larger butt diameters than the {
Slimline modelsfor given heightsand,therefore, j
create a more massive appearance.This style l
is especially attractive where a single pole
stands alone orwhon additional flags areflown AN J"" Z 20�L
with the national flag on the same pole. !
�IMLINE CONE TAPERED
CI '
MEILINGO Slimline Cone Tapered flagpoles FEB 2 7 2002
provide the Architect with a sturdy flagpole hav-
ing smaller overall geometry than our standard
flagpole thus creating the desirable slim appear.
ante required by some architectural designs. -- — --
DIMENSIONS
Standard Cone Tapered/Aluminum
EXPOSED TOTAL DIAMETERS LENGTHS BALL SHIPPING
HEIGHT LENGTH BUTT TOP WALL TAPERED STRAIGHT DIA. SECTIONS '
20'-0" 23'-0" 5" 3" .188" 11,-0„ 12'-0" 5" 1
25'-0" 28'.0" 51/2" 31/21, .188" 11'-0" 17'-0" 6" 1 }
301.0" 33'-0" 6" 33h" .188" 13'-9" 19'-3" 6" 1 1
35,-0" 38'-6" 7" 33/x" .198" 19'-3" 19'-3" 6" 1 i
40,-0,. 1/1,-0,. 8,. 3,h" .188" 24'-9" 19'-3^ a" 2
45.-0" 49'-6" B" 31/2" .188" 24'-9" 24'-9" 8" 2
50,-0" 55'.0" 10" 4" .188" 33,_0„ 22'-0" 10" 2
60'-0" 66'-0" 12" 4" .250" 44'-0" 22'-0" 12" 3
70,-0"
77'.0" 12" 4" .250" 66'-3" 101-91 12" 3
80'-0" 88.-0" 12" 4" .375" 66'-3" 211.91, 1211 3
DIMENSIONS
Slimline Cone Tapered/Aluminum
EXPOSED TOTAL DIAMETERS LENGTHS BALL SHIPPING
HEIGHT LENGTH T'13%
WALL TAPERED STRAIGHT DIA. SECTIONS
�5'-0" 28'-0" .125„ 11'-0"
011 33'.0" .125" 11'-0" 22'-0" 5" 1
'-0" 38'-8" .156" 19'-3" 19'-3" 6" 1
40,-0" 44'-0" .156" 291-3„ 14'.9" 8" 2
50'-0" 55'-0" .188" 44,_6„ 10'-6" 8" 2
60'-0" 66'-0" .188" 45'-01, 21'-0" 10" 2
10350/ACM
BuyLine 1267
• CP/COMPONENTS
Fittings Quiet Halyard
STANDARD OPTIONAL
BALL
—Constructed of 14 ga. aluminum with flush
seam, mounted on %" die. rod.
N
TRUCK
—Standard cast aluminum non-fouling revolt'-
ing truck with stainless steel ball bearings and •"L "'e"�Y '� 1
two 2%/e C M ..., y'rt'".• ka." �
•' die. sheaves.
HALYARDS SPREAD EAGLE
ON BALL
—Two s
/m" dia. (#10) while braided poly. 2v
propylene, each with two "Quiet Halyard"
flagclasps. 1 I '+'
CLEATS :.1
—Two 9" cast aluminum each with two 5/Ib
flat head aluminum machine screws. s
—4" high en l.m aluminum, design No. £000
with outside tube. min;m um of t•• larger % f '� f+r -'
then foundation be. .,�^��:`� .•
FOUNDATION TUBE ;,11 ' � '
ARROW f' r.
—Galvanized corrugated k16 ga. steel with WEATHERVANE
internal centering wedges,welded base plate
support plate and iphlninp prrn an ,d spike. Nnigo pn.ducad by a 0agpola hnlye,d••alev-
011One Oe! AGmerUngo Flea uvvulupeda ine
---- "Ouiet Halyard••lugdacp made bem n laugh
iharmnnlaelin whish not only p•.vide.poai1;—
• I I,-. l clasping of the flag but also uniquely secures
both parts of the halyard to virtually eliminate
the disturbing noise long associated with the
FEB 2 display of the flag from a flagpole.These new
BALL flagclasps will not damage the flagpole finish
CLEAT COVER °C whether it is polichad or painlod and nocd no
(�..� •,•.• ulen• {� -.JJI,i�,�l n,,,V�,,, •., •-••�•'wV,u,apv as
with the old metal snap hooks.
.P The Acme/Lingo"Quiet Halyard"flagcfasp is
H 2 now supplied as standard equipment on all
- - w tla al. �Iln -• ..., ,
a replacement item for any existing flagpole
installation. Please contact us.
FLASH JAN 1 8 2002
TRUCK CLEAT COLLAR
MF/MATERIALS, FINISHES
ALUMINUM OPTIONAL FINISHES BRONZE
ACMEILINGO aluminum flagpoles are made Clear Anodize ACME/LINGO bronze flagpotes are made from
from seamless Alloy 6063-T6 tubing. The —215R or 204-R-1 over Ullrasheene finish. copper metal alloy 230 pipe or tubing known
tapered portion has uniform conical leper of Duranodic Bronze as "red brass" containing 85% copper and
approximately 1"in every 5'6"and poles with —#311 Light, #312 Medium, #313 dark or 15% zinc.. .
overall length up to 38'6" are shipped in one #335 Black over Ullrasheene finish.
piece.Over 38'6"poles are shipped in two or STANDARD FINISH
three sections, depending on length, Field STAINLESS STEEL Bronze flagpoles receive a standard brush
joints are provided with factory fitted, self- ACME/LINGO stainless steel Ila finish, clear-lacquered, retaining the natural
aligning, made from AISI T flagpoles are color.Optional shades of statuary finishes are
g ie internal splicing sleeves,requiring no yr t 304 non-magnetic also available.
field wielding. stainless steel pipe or tubing.
• STANDARD FINISH STANDARD FINISH
ACME/LINGO Ultrasheen'" polished finish is Stainless steel flagpoles are polished to a#4
finish and passivated with nitric acid prior to
applied to all exposed surfaces.Thisfine satln
finish inhibits the build up of dirt and grit thus shipment.
allowing the formation of an even natural patina.
7
Adamo Sproject A41.7o.. T6tS Sht. I of
& /Associates G Gt�/��]'7'n/D� Gff Date
Structural -�
• Engineers _Project#
Mountain View CaliforniaL �� Byj
tel650.938.6800 fax 650.938.0144
-o -72o
-Q t 80(0. 8. 1 fjo,a- '50NWW-Af.jSW
I. x.'2_4 101—O � 1
(10
.�SSu lMAir SUi L G t-A'`�S �} .S
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• �333� C2
2. 53 + j + �
-- -- - - -
0. 4-2-' L 1p1•ou
FEB 2 7 2002 0l`'
��Q�,pFE.SS/pyo
52907 m
Exp.