01030067CITY OF CUPERTINO
CONTRACTOR INFORMATION:
-
n.IILDING DIVISION PERMIT
BU I IJANG A DURESS
VHRMH NO,
10101 N WOLFE RD
01030067
NAME:
APPLICATION SUB UATii
OWNER'S
SEARS ROEBUCK AND CO
03/13/2001
PHONE::
SANITARY NO, CONTROL NO.
ARCH[ I ECTIENGINECR:
BUILDING piikMl'I'INFO
BLDG ELECT PLUMB MECH
I-1 1=1 L7 1'-1
C'.mNSED(IONTItACI OR S DECLARAI HIS
Job Description
I hill2 al 1 nn, I;cunwd underruvi.iona Ill pChane, 9 (conmmnc;ng
with Sermon Bill Divi,ion 3 ol'the Business and Pn,fc sionu Cnhl. and Illy license
'
is in full force and ead`LMECH/AIR
CONDITION.
Umrwc Clues Lmif
D11
AUTO CTR.
AltClll'l1iCl "SUthrou I'I(yN
IDITCLARA
1 uned mry plmts shall he Lined ns puhllc uLicensed
Licensed Rodofe,ssi
an,BUILUER
Oal
n the CoATION
hereby t that 1 I axumpl License Law fur the
the C,,i
ing rwwn. (Sect 7 1. an ill I, a Any tiny nr county
Business Intl uc,
creta t cost. de li h. or
which snpermit returundaaltee impute,demolish. or repair anywo<mm
which
prior to , -- also requires the ppr<a. lo,orchpc iu
its issuance.
S Ft. Floor Area
` Valuation
��
is I.T.'(Ch,cmcm
mein termedpursuant tJ provisions lm Contractor' n, IICk
ode)
'll JI f..' n.CWcl
Icon b''tl}mn 711MB lD,'kia B fth Battle
s that he is exempt Ihcmlront and the brats hm IM1e vllegcd cacmpbon. Any ,iolubon
of Section 7831.5 by any applirn I or a permit subject, the applicant n a civil penalty
APN Number
ccupptiLwye'm
of not than bee hundred dol Ian (55lx).
01, as owner of the property, or my employees with wages a their sole cnm,st,mation,
Inspections
will do the work. t I the so-ucuoe i. nal Intended nr o1fctN oro sale (S,c 7044.
Band From , Code: I he Commemrs License (.aw due., nn'apply m a
u, n
31. 620080.ka(piired
owner of property Whobuild, or improves merman, and why, dues such work hinorlf
or through his own employeesprovided that such improvcnrcms art nm intended or
offered in ale. If, holl the building nr inynnvcmcnt is sold within one year of
nuldetwn. the owm,-huilderwilllnveTheburknnfpruoin, tatheliemm�uBdnr
204 — UNDERFLOOR FRAME
int"nork ......rot'`.'.
o'
301 — ROUGH PLUMBTNG
01. a, owmr of the progeny am exclusively contracting with Inem ed contrraamn m;
303 — ROUGH MECHANICAL
construct ,he project (See 7144, Business and Profes,;un, Cod,f The Contactor'.
Liu w I.aw dues not apply m an owne, of property who build, o, implore, thereon.
304. — ROUGH ELECTRICAL
CA L
will, mlle1% fur such pttjccs win, a contruanr(s) licensed pm' nom n, lbc
Csad
om ...I sHaeme Law.
-
505 — FINAL ELECTRICAL
01..1emulp,underSri. .BkPCfmThis recom
507 — FINAL PLUMBING
oat
WORKER'SCONIPENSNIIUNDECI. RAnON
IOwne,
508 — FINAL MECHANICAL
1 hereby diino under penalty It perjury our of following declaration.:
514- — FINAL PUBLIC WORKS
0 1 naso and will maintain a Certificate tf Consent u, self-inrum for Worker,
Compensation. ax No,nded fm by ScOiI 37110 of the Labor Coule, for the
perfnm,,ne, of Ibe work f, which nos w nit Is trued,
❑ 1 have and will maintain Worker's Compensation Insurance, as required by Section
'
PIT of ,he Labor Code. for ,he performance of the work for which this permit is
wed. My Worker's Compensation Insurance carrier and Policy number are:
Cato Pohcv No,:
'
CHk1'IFICATION OI' EXIIMIn'ION FROM WORKERS'
COMPENSATION INSURANCE
(Thi, ,w,I m need not Iw emnplcted it the scroll is fur one hundred dollars
($ 11NB nr Iess.)
I certify that in the performance of the Work for which this permit is issued, 1
.ball not employ any pnvm in any manner w as m become wbject b, ,he Workers
C..n(wnsetiun Luw. of Culifnrnin. Date
Applicant
NO[ ICE 'rO AP'P'LICANT': If, Thar making this Cedilicum Ill' Exemption, you shuttle
M<on a xubjen w the Wurkcr'v Connpcmntion previsions of the IAI%e Code, you must
forl th comply with such pmvidons Lir this pemot shall M deemed revoked.
CONS'TIIUCTION Ul N DING AGENCY
I hereby ad 11, ,1 thin than Is u on"no ctin I Icnd'utg agency for (hu Iedonnunce
Ill the work for which this proton is issued (Sec. 3(N17. Co. C.)
LemkC, Name
'
Under 'x Address
I acuity drat I Iwvc lead 111111pnrnnbin amt etotn Belt Ibe nhove'Initmnlnrnt'I
correo. I agree m comply wltb till city and county otlinmco. and state haws remting
to Wilthng ournmi tion, and hereby amlexim repremul.1 vee of this city Lit enter .,in
,be aMwe-mentinned pmpcny Por inspection T,we',
(We) agree it, sine, indemnity and keep ha.tT,, the City of Cupertino against
liabilities' IUJgvmnd, ants and cxpenms which It1aY In any way accmc al slid
City in 'on"'lle,we III 'he Ill this permit.
AND WILL COMPLY WI'1'IIALL NON-POINT
UNDERSTANDS A
AIURCE
Issued by: Date
REGULATIONSN1ys
SOURCE REGULATIONS.
Re-roofs
S,slere of Appn<ltntfCnmmetnr Date
IIAZAROOUS MAI TRIALS DISCLOSURE
Will the appllaam or fumrc building occupsmi nom m handle ha anlom mammal
Type of Roof'
as JeBneJ by IM1e Cupertino Municipal Code. Chapter 9.12, and IM1e Health and Safety
Code. Suction 25532IaI'
0 Yet, 0N
All roofs shall be inspected prior to any roofing material being installed.
Will mellpphcomm hmne buddln,o,co,in use e,cu,rem or&,,les which
If a roof is installed without first obtaining an inspection, I agree to remove
All hazardous air communion m defined by the Hay Area Air Quality Management
Di...
all new materials for inspection. Applicant understands and will comply with
.
O Yes ON.
all non-point source regulations.
I have rad Ibc hay, reou, nu l,liul, mfnircmcntx under Chupm, 1195 of the
Cul ....iu He 0th AT Safety Cm e. Seaton, 25505.25533 u sad 25534 1 undenr sad Thai
if the bttilding dues not currently ham a Is that it is my m.ptm.ihilily to notify the
cupant of tha requirements which must be met prior to issuance of a Cenilicate of
Occupancy.
Signature of Applicant Date ,
All roof coverings to be Class `B" or better
O.nermamhmi,ed.,cut Date
OFFICE
CERTIFICATE OF COMPLIANCE (Part 1
of 2) MECH-1
PROJECT NAME
N7 e c
DATE
PROJECTAODRESS
PRINCIPAL DESIGNER -MECHANICAL
TELEPHONE
Building Permit p
DOCUMENTATION AUTHOR
TELEPHONE
Checked by/Date
Enforcement Agency Use
GENERAL INFORMATION
DATE OF PLANS
BUILDING CONDITIONED FLOOR AREA
BUILDING TYPE I? NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL
❑ HOTEUMOTEL GUEST ROOM
PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION MALTERATION ❑ UNCONDITIONED (file affidavit)
METHOD OF MECHANICAL COMPLIANCE ❑ PRESCRIPTIVE
❑ PERFORMANCE
PROOF OF ENVELOPE COMPLIANCE ❑ PREVIOUS ENVELOPE PERMIT
❑ ENVELOPE COMPLIANCE ATTACHED
STATEMENT OF COMPLIANCE
This Certificate of Compliance lists the building features and performance specitications need to comply wren I ¢le za, I-ans
1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements.
The documentation preparer hereby certifies that the documentation is accurate and
• The Principal Mechanical Designer hereby certifies that the proposed building desi represented in this set of construction
documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other
calculations submitted with this permit application. The proposed building has been designed to meet the mechanical
requirements contained in the applicable parts of Sections 110 throu 115, 120 through 124, 140 through 142, 144 and 145.
Please check one: ��
❑ 1 hereby affirm that I am eligible under the provisions of Division f the -Bu nes �, o fYions Code to sign this
document as the person responsible for it's preparation; and that I am licensed in the State of California as a civil
e gineer or mechanical engineer, or I am a licensed architect. �
III.I� 1'S Y� nn.r��
LLLJJJ I affrm that I am eligible under the exemption to Division 3 of the Business and Prof ssrons Code b Sectlgn 551 7.2 or
6737.3 to sign this document as the person responsible for its preparation; an'iIt'hIat I am a licensed contractor
performing this work. Ins
2 6 2001 I I II
❑ I affirm that I am eligible under the exemption to Division 3 of the Business and ProfFssions Code to sign this-ocumenl
because it pertains to a structure or type of work described pursuant to Business andlProfessions Code sections 5537,
5538, and 6737.1.—J
(These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.)
PRINCIPAL MECHANICAL DESIGNER -NAME I SIGNATURE DATE LIC.N
MECHANICAL MANDATORY MEASURES
Indicate location on plans of Note Block for Mandatory Measures
INSTRUCTIONS TO APPLICANT
For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, plee
• Nonresidential Manual published by the California Energy Commission.
MECH-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans.
MECH-2: Required for all submittals, but may be incorporated in schedules on plans.
MECH-3: Required for all submittals unless required ventilation rates and airflows are shown on plans,
MECH-4: Required for all prescriptive submittals.
refer to the
See 4.3.4.
Nonresidential Compliance Form November 7998
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MECHANICAL VENTILATION MECH-3
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MECHANICAL VENTILATION
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Minimum ventilation rate per Section § 121, Table 1-F.
E Basad on expected number of occupants or at least 50% of Chapter 10 1997 UBC occupant density
• ( Must be greater than or equal to H, or use Transfer Air. Design outdoor air includes ventilation from supply air system & exhaust fans which
Operate at design conditions.
QMust be greater than or equal to (H - I), and. for VAV, greater than or equal to (H - J).
Nonresidential Compliance Form Novcmb.r 1998
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•
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CALCS FOR VIBRFX TYPE RMU-EQ-SH VIBRATION 150LATORS / SEISMIC RE5TRAINT5:'97 UBC - WORKING STRESS
FA 003
UNIT CALC'5 4150LATOR5. HOR. SEISM. FORCE:
32-1: Fp=4'Ca Ip WpnA (MAX) = 3620.57
t 7A t 32-2: FpH=(apCalp/Rp)(1+3Whr)Wp/1.4 = 5034.29
1 -) Irph 32.3:Fp-O.7•Ca'Ip'WP/1.4 (MIN) = 633.60
CONTROLLING HOF, 5E15MIC FORCE: Fp _ 3620.57
OVERTURNING MOMENT:M=FpH'H = 7965257
' 5UPPLEMENTAL VERT. SEISM. FORCE: Fp = 0.00
506MIC ZONE: Ca = 0.53
.r IMPORTANCE FACTOR: IF = 1.00
COMPONENT AMPLIFICATION FACTOR:ep = 2.50
El`(� vl� V01 COMP. RE5PON5E MODIFICATION FACTOR RIF 1.50
EQUIP. ELEVATION / ROOF ELEVATION: hx/hr 1.00
( WITH RE5PECTTO GRADE)
1x=4'5'5
ly.4-L-L
GAMMA: (DIF. OF VrOL-CRIT. 15OLATOR)
ALPHA: (OA. OF VdIrCKIT. 15OLATOR)
BETA:
THETA: (DLR OF FpH FOR MAX UPLIFT)
VERTICAL REACTIONS:
Wn MAX: Wp+FpV
Wn MIN: Wp-FPV
F.m:
Re MAX:
Re MIN:
Rw MAX:
RW MIN:
P MAX:Rm+RO MAX+Rw MAX
P MIN:Rm+Rc MIN-Rw MIN
1936.00 EQUIPMENT WEIGHT: Wp
= 18496.00
L:
By
5:
= 17.93
Ex
= 15.95
Ey.
= 178.02
HEIGHT TO C.G.- H:
= 17.93
MAX SPRING REACTION (1135)
FpH ACTS IN MOST CRITICAL DIRECTION.
= 2400.00
TOTAL SHEAR/15OLATOR
= 2400.00
RMU-EQ-SH-1
= 95134
DUE TO OVEP.TUKNING MOMENT
= 11631
DUE TO ECCENTRICITY
= 116.31
DUE TO ECCENTRICITY
= 600.00
DUE TO VERTICAL LOAD
- 600.00
DUE TO VERTICAL LOAD
= 1667.65
MAX DOWNWARD REACTION
= 467.65
MAX UPLIFT/15OLATOR(IF POS:!
22400.00
68.00
= 22170
7.00
2.00
= 22.00
940.00
MAR 2 6 2001
HORIZONTAL REACTIONS:
5EAP5-CUPERTINO
By
CUBT.:
Vim:
= 92.20
5HEAR DUE TO ECCENTRICI
Vel ir.
- 905.14
DIRECT SHEAR
SHEET N0. 29829 -CIA
Y MAX
= 997.29
TOTAL SHEAR/15OLATOR
RMU-EQ-SH-1
1
RMUJ-EQ-SH
4
RMU-EQ-5H-2
2
RMUH-EQ-SH-2
5
RMU-EQ-51-1-3
3
-"- SELECT ISOLATOR •^• =
5
190LATOR CAPACMES:Vc
= 2200.00
1'c ( ADJUSTED) =
1880.00
V MAX/VC+P MIN/Tc
= 0.70
<=1.00
Y OF ANCHOR BOLT5: n = 2
ANCHOR BOLT TYPE: be 1.00
ANCHOR SLT TEN51ON:71 = 233.62
TZ = 1049.75
Tab = (Tl+T2)'bc = 1283.60
ANCHOR DLT 5HEAR:V91I` - (V MAX/n)•Im - 498.65
ANCHOR BOLT DIA: 5/B"
TYPE OF ANCHOR BOLT:
USE 5/5" DIA. POWERS WEDGE BOLT 5CREW ANCHORS
MIN. 5" EMBED., MIN. 61/4' ANCHOR BOLT EDGE DIST.,
3000 F51 HR CONCRETE,
INPUT ALLOW TEN510N Tall = 19BO.00
INPUT ALLOW SHEAF Vail = 4250.00
V ..LNnlliYa F/Tn = 0.76
=1.00 TYP.; =2.00 FOR SHALLOW OR WANSIQN ANCH095
OUF TO P MIN.
DUE TO 150LATOR OVERTURNING
TOTAL TENSION / BOLT
TOTAL SHEAR / BOLT
<=1.00
JOD NAME:
5EAP5-CUPERTINO
M.W. SAUSSE' & CO., INC.
CUBT.:
YORK INTERNATIONAL
PREPAFED BY RTV
ENGR:
DATE 15 -Mar -01
UNIT MARK:
YORK OCE 180
SHEET N0. 29829 -CIA
I •.
0
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5EI5MIC CALC5. FOR ANGLE BRACKET ATTACHMENT
WELDING ANGLE TO RAILS
L 2 X 2 X 1/
X 10" LONG
(BY OTHERS)
ANGLE TO UNIT
SECTION - n
X4X1/4
THERS)
FROM UNIT CALCULATIONS SHEET- C1
P MIN 500.00
Vmax 1000.00
CHECK WELDING ANGLE TO RAILS
5w = bd + d^2/6
10.67
6
2.00
d
4.00
Area of weld: Aw
8.00
Moment arm: -1
6.60
Mx = Vmax' -1
6600.00
fwb = Mx / 5w
618.75
fvv = Vmax / Aw
125.00
fvup = Pmin /Aw
62.50
fw = (fvu p + fwb) ^2 + fvv^2) ^0.5
692.62
Weld Size: n = fw 1450 per 1/16 weld, no map.
1.54
3/16" WELD
CHECK FOR 5CREW5 (ANGLE TO UNIT)
TRY NUMBER OF 5CREW5 n LMAR
b
c
2 6 2001s
M = Vmax' e
Vx Air = Vmax/n
Vy of = Vmax'e/b/(1/2'n)
Vy vp=Pmin./n ---
Vecrew= ((Vx dir)^2+(Vy of+Vy vp)^2)^1/2
< Vail ie okl
Vall (FOR #12 TEK 5CREW5) 412.00
U5E #12 TEK 5CREW5 (12) PLACES
TRY:
Angle thickneee: t 0.25
Length of angle: L 10.00
CHECKING FOR ANGLE
M = Vmax' (1-t) 750.00
Thickneee: t = (M' 6/.75/36000/1-/1.33)^0.5 0.11
U5E L2X2X 114X10" LONG
-• �n�
JOB NAME:
5EAR5-CUPERTINO
M.W. SAUSSE' & CO., INC.
CUST.:
YORK INTERNATIONAL
PREPARED BY : NKB
ENGR:
DATE Ol-Mar-01
UNIT MARK:
YORK PCE -180
SHEET NO.: 29837-C2