04030170 CITY OF CUPERTINO `'�* -
BUILDING DIVISION PERMIT
eulLDwc ADDRESS: HARRO & MARIANNE HOHENNER PERMIT N004030170
C;2 WTT.ToW (I—ROITR IN
ER'S NAME: PERMIT/SEIZE DATE
ONE: SANITARY OL NO.
ARCHITECTiENGINEER: BUILDING PERMIT INFO
BLDG ELECT PLUMB MECH
0 0 0 0
L 00 LICENSED CONTRACTOR'S DECLARATION -- — -
i 1 hereby affirm that 1 am licensed under provisions of Chapter 9(commencing - JOb Description EL
n< withlirmen70i10)af DiWsion3ofthe Businessand Professions Code.and mylkcnse is RI
�l aha L ®
in full force anti effect. �Ol�aa�
5z Lmenea elms Lie.« REPAIR BATHRM PLANS
z� Dam Convector ORIG. #03110146 WAS CLOSED
ARCHITECTS DECLARATION JUN 2/ 2004
�i I understand my plana.lull M used As public records
7yU
fa Licensed Professional
j0OWNER-BUILDER DECLARATION BUILDING
iY 1 hereby affirm Net I am exempt from the Contractors Licence Law for the
O O follnwing mason.(Section 7031.5,Business and Professions Code:Any city Or county
$ which mquires a Permit to construct.alter.Improve,demolish.or repair any structure
or Prior m its issuance,also requires the applicant for such permit to file a signed statement
that he is licensed Pursuant to the previsions of the Comm ser's License Law(Chapter 9 Sq.Ft. Floor Area Valuatu 0 0
SFO (Commencing with Section 7000).(Division Sof the Beiincessnd Professions Cod e)or 4
that he Is exempt therefrom and the basic for Ne alleged exemption,Any violation of
Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of APN Number- Occupancy Type
not more Nen five hundred dollars($50)). ,
01,m owner of the property,or my employees wit wages ns their seta compensation, 37538022 . 00
will do the work and the storeme isnot intended m rdlimd fonalc(Sm.7044,Buabeee
and Professions Code:The Commemes Limine Law does not apply m in owner of Required Inspections
property who WiIN or improves Ramon,and whodoessuch workhimselforlbrough his
own employees,provided that such improvements am not intended oroQered feassle.IL
however,the building or improvement is sold within one year of completion.Ne owner.
builder will have the burden of proving Nal he did not build or improve for purpose of
salt.).
I,MS=fim
r of Ne property,am exclusively contracting with licensed com ucmrs to
co roject(Sec.7044,Business sed Profussions Code:)The Comracmrh U.
comes not apply to an owner of propeny who builds or improves thereon,and
who for such projects with a comrecmr(5)licensed pursuant to the Conmctars
Lice
❑l .pro er St. .B&PcfarN mss
RCE S COMPENSATION DECIA
y affirm nosiest penalty of perjury one of the following declaration:
1 will maintain a Cenifrcae of Consent m self-insam for Worker's Compere
moovided for by Sxtion 3700 of the Labor Code,for the performance of the
work for which this Permit Is imued.
❑1 have and will maintain Workers Compensation Insurance,As required by Section
3700 of Na LobarCode,far Ne performance of the work for which this permit is issued.
My Workers Compensation Inm ants carrier and Policy number am:
Cartier. Policy No.:
CERTIFICATE OF EXEMPTION FROM WORKERS'
COMPENSATION INSURANCE
(Thu section need not be eomplced if the permit is intense hundred dollars(5100)
or loss.)
1 certify that in the peRnrmanee of Ne work for which this Permit Is issued,l shell not
employ any person in any mannerso As to become subjecumhe Workers'Compensation
Laws of Califomia.Data
Applicant
NOTICE TO APPLICANT:IL after making this Ced ricam of Exemption,you should
become subject to the Worker's Compensation provisions of Ne Labor Code,you must
,Jz fuMwith comply with such provisions or this permit hall be deemed revoked.
r q CONSTRUCTION LENDING AGENCY
,4 I hereby aRom Nat there is a construction endingsgenry,for the performance of
a
to work for which this permit is issued(Sec.3097,Ci,C.)
W�0 Lender's Name
Z)z Leader's Address
U0 I certify that I have mad this application and slam Nat Ne above information is
Ips correct.1 agme to comply with ail city and county ordinances and sue laws minting to
O U building convection,and hereby authorise mproeenulives of this city mturuc.Pnn the
0.iabove-mentioned pmpeny for inspection purposes.
(We)agree to mw,indemnify and keep harmless the City of Cupertino against
VI Iiabilities.judgmenu,costs and expenses which may in any way acerae against mid City
U in APPLICANT UNDEof the RSTA gDSthis
ND WILL COMPLY WITH ALL N N-POINT Issued by: Date
SO REGU NS .�
Re-roofs
In. r pplican aaror ee -
ARDOUS MATERIALS DISCLOSURE Type of Roof
Will Ne app icer,or future building Occupant store arhendto hmsrdous materia,
as defined by Ne C.Ions.Municipal Code,Chapter 9.12,end the HC.IN and Safety
A.Section 25532(.)7 All roofs shall be inspected prior to any roofing material being installed.
oyes
Will the applicant or fumes building occupant taw equipment or devices which If a roof is installed without first obtaining an inspection,I agree to remove
mil hazardous air contaminants As dc0ncd by the Bay Area Air Quality Management all new materials for inspection.
Distnet? ,
❑Yea SZJN_o
I have mad the hwardousmnteriels requirements to derChapter 6.95 of the Califor-
nialiciW&SaferyCode,Sections25505,25533 and 25534.1 understood Matifthc building
docs nm Commit,have a e an the it u my responsibility m amity the oecup rat of the
mquirom/eniswhicIt t met 'arm issuance ofe Cenifiestatt<�c/� ignature of Applicant Date
tSwAxe ag ,)a;C , All roof coverings to be Class"B"or better
CITY OF CUPERTINOa'' (� '1�'[}*� �+ '(%�jNy(�r7y�s(� �,{ "1`��T�••
BUILDING DIVISION PER
BUILDING ADDRESS: HARRO & MARIANNE HOHENNER PERMRN0.04O30170
3_,05,2 WTT.TC)W r-ROITR IN
W NER'S NAME: PERMIT ISSUE DATE
ONE: SANITARY OL NO.
ARCHITECT/ENGINEER: BUILDING PERMIT INFO
BLDG ELECT PLUMB MECH
LICENSED CONTRACTORS DECLARATION
1 hatch,affirm the,1 son
licensed under provision.of Chapter 9(commencing Job Description
m with Seen.7000)ofDi,i¢i..3of the Bud ncu nM Professions Code,and my he...is
<�„ bsmuCame and affec` REPAIR BATHRM PLANS
Dlnu Class Contractor�e o amARCHITECTS DECLARATION ORIG. #03110146 WAS CLOSED
y. I understand my plans¢hall he used as public mentis
Oa
E. L'Knud Professional
g OWNER-BUILDER DECLARATION
0 1 hereby.(liens that b am exempt froms an the cstjns Co License Lew for the
DO followingmason.permit
703 L5.Business and Pnfdre-fi Code:Any city Ofcounty
mm w which its requires a pmmit re sirescataract,alms improve,demolish,nr repair way suuetum
yiy pdormiscensec pursuant
m thr thovisiocant for the CohparmtuoMe 4icense Law
(Chapter
S<
that hcislicenseJpursuntmtMpmvisionenftheConuxmr'sLicenseLew(Chapmr9 Sq.F[. Floor Area Valuat 18000
rct$ (eomm,ndng with Section 7")of Division 3 of the Bmines¢end Professions Code)Or
4
3 that he is exempt therefrom and Me basis for the alleged exemption.Any violation of
Section 7031.5 by any applicant foe.Permit subjects the applicant W It civil penalty of - APN Number. Occupancy Type
oat mon Nan In hundred dollars($500).
❑I,urw=r of Ne proputy,or my employees with waguu Neh nlc=mpeneetlon, 37538022 . 00
will do the wok...d0m.wctutei,maimmnded or offend farsam(Sec.70th,Business Required Inspections and Profession.Code:The Contncmfs License Law does not apply to an owner of q P
property who battles or insprows themon,endwhrdoesnchworkhimolf nthrough his
own employees,provided that such impo wments am nolintended oreffemA f=able.IL
however,the building or improvement is sold within one year of completion,Ne owner-
builder will hew the burdn of proving Nat he did not build or improve for purpose of 1�
sale.).
I,as owner of the Property.am exclusively contracting with licensed contractors to 4
con wt the project(Sae.7044,Business and Professions Code:)The Contractor'.U.
cause law dons not apply to an owner of property who builds ar impmver Deman,and, c
who contracts for such projects with a contrutur(g)licensed pursuant M Me CrnmamOY. /�'/ Cis
License Law.
❑tun crop,u erSe. .B&PCfn NO�
' mm 'y'�
er /
R E SCOMPENSATION DECLARATTjQA
1 hereby off mo under penalty of perjury one of Ne following declarations:
❑1 haw and will maintain.CerdfimmofConsent to self-insur,for Workers Compon-
auion,as provided for by Section 37M of the labor Code,for Ne performance of the
work for which this permit I.issued.
I have and will mainuin Worker's Compensadon Insurance,as required by Section
37W of the Labor Code,far Ne performance of Ne work for which this permit la Issued.
My Workers Compensation Insurance artier and Policy number are:
Carder: Policy No.:
CERTIFICATE OF EXFMMON FROM WORKERS'
COMPENSATION INSURANCE
(r ds titin need mulsoomplemd if the permit is form=hundred dollars($100)
or less.)
I cerltfy that in the performance of Ne work for which this permit is Issued,l shall not
employ any perven in any manner so as On Mcome subject o the Workers'Compensation
Laws of Califomiu Date
Applicant
NOTICE TO APPLICANT.IL after making this Certificate of Exemption,you should
become subject to Ne Worker'.Compemadon pmvisione of the Labor Code,you muse
OfuMwith comply with such Provisions or this permit shall be deemed rooked.
zr~�-. CONSTRUCTION LENDING AGENCY
[—i 1hemby.M.thm them 1.aconsunctlnn lcndingagency for Ne pedurmana of
LYa 7 the work for which this permit is issued(See.3097,Civ.C.)
W O Isndces Name
]Z I<ndee.Add.
U 0 1 cattily that 1 haw mad this application and sum Net Ne above information is
I,,F Carrow.)agree 0 comply with all city bad,...ty oWlaances and state I..Rlaling l0
0 V building convection,and hereby auNodm mpresenmives of this city to enter upon Ne
W above-mentioned pmperty for inspection purpose,
P. (We)agree to save,indcmmfy and keep harmless the City of Cupertino against
,y V) liabilities,judgments,arms and expenses which may In any way accrue against said City /� 2
V7 in consequence of Ne granting of this permit.
ri APPLICANT UNDERSTANDS ND WILL COMPLY WITH ALL N N-POINT Issued by: Date / l
SOREGU NS � .
Re-roofs
gne0.
ppfie: ARDOUS MATERIALS DISCLOSURE am Type of Roof
Will the applicant or future building Occupant stow or handl,hanardous material
m dented by IN,Cupertino Municipal Code,Chapter 9.12,and Ne Health and Safely
Code,Section 25532
Yes dy(a). (('' �/ All roofs shall be inspected prior to any roofing material being installed.
❑ e
Will the applicant or fume building occupant as,equipment or devices which If a roof is installed without first obtaining an inspection,I agree to remove
emit harardnus air conuminans as defined by Me Bay Area Air Quality Management all new materials for inspection.
District?
❑Ye. 14�N.
I have mad the Ismard=s materials requirements under Chapter6.95 of the Califer-
nisHe.he&Safely Code,Sections 25505.25533 and 25534.1 understand thalifthe building
docs not eurmntly haw a tenant that it is my responsibility to notify the occupnt of Ne -
mquimmcnswhich t met due 1.issuance or.ComficateofOcc an=y. ignature of Applicant Date
a�. M� ���� All roof coverings to be Class "B"or better
cru x6hcna eg to
A
V1,
iD
MAR 18 Z f
CITY OF CUP TIN
�..
N > Q �
9FFICEOPS
APPROVE I
IN ACCDRDA �
CUAND B
P
i
DATE,_,. f
Tttbs set of clans and specificatio MUST t
De
kept on the lob at all times and it is Un
lawful to make any changes of
alt r oR
on same vrit cGut vi men W.Mission
• the building OW- City of Cupertino.
The $tamping of this plan and specifications
31-144 NOT be held to permit of to bray+
Ipproval of the violation of any p
,f anv City Ordinance Or We UW.
CPL Consulting Engineer • 1561 Hack Avenue
Campbell, CA 95008
Phone (408) 394-1461
•
Structural Calculations
Foundation Repair - Hohenner Residence
6052 Willow Grove Lane
Cupertino, CA 95014
Project Number: 4003 Date: 2/13/2004
Project Engineer: Lavond Code: 20 1 CBC
RE,
MAR 18 2004
CITY OF CUPERTINO
BUILDING DEPARTMENT
OFFICE COPY "
q!
Na 8061�� m
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CIW.
OF CA��EOQ
Original Signature Required
• To Be Valid Seal
Calculations:Title
2/18/2004 Page 1
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BY:
EXISTING FOUNDATION REPIR •
Scope of Project:
Repair/replacement of concrete footing, stemwall and slab damaged during
bathroom remodel.
City of Cupertino Permit No. �3i10 tet{,
EXISTING STRUCTURAL LOADS
Roof: Slope, in/ft.: 0.25
Material Joist Beams
Roofing 6.0 6.0
Insulation 0.5 0.5
Decking 4.3 4.3
Beam 1.5
Miscellaneous 3.2 3.7
Sub-Total: 14.0 16.0
Slope Factor 0.0 0.0
TOTAL DEAD LOAD: 14.0 16.0
Live Load -20psf
Exterior Wall: Stud Wall w/Gyp Board & Plywood
Material Weight
Studs @ 16" o.c. 1.5
Plywood 1.5
Gypsum Board 5.0
Miscellaneous 1.5
• TOTAL WEIGHT: 9.5
New concrete footing: OFFICE COPY
Try 9"wide x 12"deep concrete footing
Typical Footing Load at Exterior Wall:
Wdl= 14pe3' +9.5psf"8' = 118 plf(tributary roof+ ext. wall loads)
Wil =20psf"3' = 60 pif
See General Footing Design on the following pages
Use 9"wide x 12"deep footing with (2)#4 rebars below existing damaged footing.
RE AV%1:
'401VED
MAR 1 a 2004
CITY OF CUPERTINO
BUILDING DEPARTMENT
Calculations: Foundation Repair
2/18/2004 Page 1
CPL Consulting Engineers . Title: Hohenner Re.ce Job#4003
1561 Hack Avenue Dsgnr: Lavond Date: 9:11AM, 18 FEB 04
Campbell,CA 95008 Description:Footing Repair
Tel:408-394-1461 Scope: Repair/replacement of concrete footing,stemwall and
slab damaged during bathroom remodel(City of
Rev SCUT p Page 1
User KW 0605043,Vs'S8 t &,25-W-2002 General Footing Analysis Design
(.)19832002 ENERCALC Engineering Software c:\cpl consulting englneers\prolects\2004\400
Description Footing Replacement
General Information Calculations are designed to ACI 318-96 and 1997 UBC Requirements
Allowable Soil Bearing 1,000.0 psf Dimensions...
Short Tenn Increase 1.330 Width along X-X Axis 1.000 It
Seismic Zone 4 Length along Y-Y Axis 0.750 ft .
Footing Thickness 12.00 in
Live&Short Term Combined Col Dim,Along X-X Axis 12.00 in
fc 2,500.0 psi Col Dim.Along Y-Y Axis 3.50 in
Fy 40,000.0 psi Base Pedestal Height 0.000 in
Concrete Weight 150.00 pcf
Overburden Weight 0.00 psi Min Steel /0 0.0014
9 P Rebar Canter To Edge Distance 3.50 in
( Loads
Applied Vertical Load...
Dead Load 0.118 k ...ecc along X-X Axis 0.000 in
Live Load 0.060 k ...add along Y-Y Axis 0.000 in
ShortTemt Load k
Creates Rotation about Y-Y Axis Creates Rotation about X-X Axis
Applied Moments... (pressures @ left&right) (pressures @ top&bot)
Dead Load k-ft k-ft
Live Load k-ft k-ft
Short Term k-ft k-ft
Creates Rotation about Y-Y Axis Cr es , t i O�,/
Applied Shears... (pressures @left&right) (p
Dead Load k
Live Load k r t t Y1
Short Term k k
Summary
Footing Design OK
I Mi't x 0.7511 Footing, 12.Oin Thick, wl Column Support 12.00 x 3.50in x O.Oin high
L+ L DL+ L+ T � Actual Allowable
Max Soil Pressure 387.3 387.3 psf Max er 't 0\009 k-ft per ft
Allowable 1,000.0 1,330.0 psf Req i� I res awn Ti' \int per ft
"X'Ecc,of Resultant 0.000 in 0.000 in gr
"Y'Ecc,of Resultant 0.000 in 0.000 in Shear Stresses.... - 4a P
1-Way 0.000 85. 0 psi
X-X Min. Stability Ratio No Overturning 1.500 :1 2 Way MAR Po°[004 158.333 psi
Y-Y Min. Stability Ratio No Overturning
Footing IDesign �� K'°tIP b
Shear Forces Act 9-1 ACI 9-2 Al 9--2U�L i. � q
Two-Way Shear O.00psi O.00psi O.00psi .3 p§i�EPiyRTMENT
One-Way Shears...
Vu @ Left 0.00 psi 0.00 psi 0.00 psi 85.00 psi
Vu @ Right 0.00 psi 0.00 psi 0.00 psi 85.00 psi
Vu @ Top 0.00 psi 0.00 psi 0.00 psi 85.00 psi
Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 85.00 psi
Moments ACI -1 A t 9.2 ACI9-3 Ru I Phi - As Recd
Mu @ Left 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.01 in2 per ft
Mu @ Right 0.00 k-ft 0.00 k-ft 0.00 k-ft 0.0 psi 0.01 Int per it
Mu @ Top 0.01 k-ft 0.01 k-ft 0.00 k-ft 0.1 psi 0.141n2 per ft
• Mu @ Bottom 0.01 k-ft 0.01 k-ft 0.00 k-ft 0.1 psi 0.14 in2 per ft
CPL Consulting Engineers
• Title: Hohenner RE&ce Job#4003
1561 Hack Avenue Dsgnr: Lavond Date: 9:11AM, 18 FEB 04
Campbell,CA 85008 Description :Footing Repair
• Tel:406-394-1461 Scope: Repair/replacement of concrete footing,stemwall and
slab damaged during bathroom remodel(City of
Rai. ssmgs Page
c=ar 3-2-0Ver 5.0,,25-0<62002 General Footing Analysis 8r Design
(c)1903-20022ENE ENERGALC Engineeiinq Software c:\ryl cnnsul�ing anyineere\projects\4004\4200
Description Footing Replacement
Soil Pressure Summary
Service Load Soil Pressures Left Right Top Bottom
DL+LL 387.33 387.33 387.33 387.33 psf
DL+LL+ST 387.33 387.33 387.33 387.33 psf
Factored Load Soil Pressures
Act Eq.9-1 566.27 566.27 566.27 566.27 psf
ACI Eq.9-2 542.27 542.27 542.27 542.27 psf
ACI Eq.9-3 276.60 276.60 276.60 276.60 psf -
ACI Factors (per ACI,applied internally to entered loads)
ACI 9-1 &9-2 OL 1.400 ACI 9-2 Group Factor 0.750 UBC 1921.2.7"1.4"Factor 1.400
ACI 9-1 &9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 UBC 1921.2.7"0.9"Factor 0.900
ACI 9-1 &9-2 ST 1.700 ACI 9.3 Short Term Factor 1.300
..:.seismic=ST•: 1.100
• OFFICE COPY
RE Chilvt
4R
MAR IS 29010
CITY OF CUPERTINO
BUILDING DEPARTMENT
• • ER
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• DRAWN BY: CLAVOND DATE: 2/13/04 JOB NO. 4003
CPL Consulting Engineers FOUNDATION REPAIR SHEET NO.
1561 Hack Avenue �+�
Campbell, CA 95008 Hohenner Residence S7
PHONE (408) 394-1461 6052 Willow Grove Lane, Cupertino, CA 95014 OF 4
EX15T. 5TU12 WALL
REPLACE ALL ANCHOR 50LT5
IN DAMAGED 5ECTION WITH
NEW GONG. 5LAB Al NEINY2"4) x 10" ANCHOR BOLT5.
WWF TO MATCH
EXISTING SLAB NEW GONG. STEM
,— WALL 4 FOOTING TO
MATCH EXI5TING
5AN12
BASE \5" MIN., 9" MIN./
ROCK
NEW GONG
FTG W/ (2) #4\ FILE COPY
ATBOTTOM
3"
GLR.
TYP. CM. FOOTS & STEMWALL REPAIR
I VE /4.. _ 1. 0
MAR 18 2004
Fi
CITY OF CUPERTI
C
No./15380f7 a
BUILDING ®EPA .C55 d"G
sr Civil.
A OF CAL\FSP
• DRAWN BY: CLAVOND DATE: 2/13/04 JOB NO. 4003
CPL Consulting En 'nears FOUNDATION REPAIR SHEET NO.
1561 Hack Avenue , L+
Campbell, CA 95008 Hohenner Residence S2
PHONE (408) 394-1461 6052 Willow Grove Lane, Cupertino, CA 95014 OF 4
GENERAL
• I. ALL CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF THE 2001 CALIFORNIA
BUILDING CODE (GBG).
2. ALL D15CREPANCIE-5 SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER OR
ENGINEER FOR DIRECTION PRIOR TO PROCEEDING.
3. DETAILS OF CONSTRUCTION ARE TYPICAL, UNLE55 NOTED OTHERWI5E, AND SHALL
APPLY AT ALL LOCATIONS OF SIMILAR CONSTRUCTION. TYPICAL DETAILS ARE NOT GUT
AT EVERY APPLICABLE LOCATION ON THE PLANS.
4. DO NOT SCALE DRAAIN65 FOR DIMEN51ONAL INFORMATION.
5. 5HORIN6, TEMPORARY BRACING AND OTHER METHODS AND MEANS OF
CONSTRUCTION 15 THE RESPONSIBILITY OF THE CONTRACTOR, AND 15 NOT INCLUDED IN
THE SCOPE OF THE STRUCTURAL DRAWIN(75.
6. THE FOU OAING NOTES ARE FOR GENERAL MATERIAL 6RADE5 AND PROCEDURES.
SEE REMAINDER OF DRAAINGS FOR COMPLETE REOUIREMENT5. ITEMS NOTED IN PLANS,
SECTIONS AND DETAILS TAKE PRECEDENCE OVER GENERAL NOTES.
EPDXY ANCHORS or DOWELS
I. ALL THREADED RODS AND REBAR DOAEL5 INSTALLED IN HARDENED CONCRETE WITH
"EPDXY" OR "ADHESIVE" SHALL USE ONE OF THE FOLLOWING SYSTEMS:
A) HILTI "HIT" SYSTEM WITH 0-100 ADHESIVE (IC50 #4016).
B) RAM5ET "EPCON" SYSTEM WITH CERAMIC, 6 ADHESIVE (1050 #4285).
G) U.S. ANCHOR CORP., "1-15-200" SYSTEM (1050 #43Q8).
D) COVERT OPERATIONS "COVERT INJECTION ADHESIVE ANCHORS" SYSTEM (CBO
#4846). OTHER ANCHORS MAY BE USED ONLY WHEN IC50 REPORT FOR SUCH 15 COPY
SUBMITTED APPROVED BY ENGINEER.
2. "EPDXY/ADHE5IVE" ANCHORS SHALL BE INSTALLED ONLY WHERE 5PEGI
DRAWINGS, AND SHALL NOT BE USED IN LIEU OF CAST-IN-PLACE ANCHOR BO T5
WITHOUT APPROVAL
3. ANCHORS SHALL IN �L1D`'ONLY. IN CURED CONCRETE OF 28 DAY AGE OR
4. HOLES SHALL BE DRILLED 1/6" TORI/4" LA R`I&IA TER THAN ROD OR BAR
OUTER DIAMETER, AS SPEGIFIE?4,1NRIGBO REPORT'"# ESS
1�'2nna
5. BARS/ROD5 SH L�HZE EPMENT NOT LE55 THAN TEN (10) NOMINAL BAR/ROD fl P. G Fy
DIAMETERS, OR ASE SPE►GIFIED �D/ETAILS. Q
6UR AE. INSTALL U51% MANUFAGTLUI ,,'MffN yP9,yPMANUFACTURER'S No. 68P61
RECOMMENDATIONS. INSTALLER SHALL HAA COPY OF MANUFACTURERS
INSTALLATION INSTRUCTIONS. CNtI-
T ALL R005 AND BARS INSTALLED WITH EPDXY SHALL HAVE CONTINUOUS SPECIAL OF OpL�FOQ
INSPECTION.
• DRAWN BY: CLAVOND DATE: 2/13/04 JOB NO. 4003
CPL Consulting Engineers FOUNDATION REPAIR SHEET NO.
1561 Hack Avenue (J'3
Campbell, CA 95008 Hohenner Residence
PHONE (408) 394-1461 6052 Willow Grove Lane, Cupertino, CA 95014 OF 4
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• CONCRETE & FOUNDATIONS
I. ALL CONCRETE WORK SHALL CONFORM TO CURRENT AGI STANDARD 318 AND A5TM
C94, SPECIFICATION FOR READY-MIX CONCRETE. GEMENT SHALL BE PORTLAND GEMENT
TYPE 11. CALCIUM CHLORIDE SHALL NOT BE USED.
2. CONCRETE MIX PROPERTIES SHALL BE A5 FOLLOWS:
A) SLABS-ON-GRADE:
28-DAY COMP. STRENGTH: 2500 P51
MAX. A66RE5ATE SIZE: 3/4"
MAX. SLUMP: 4"
DEN51TY: 150 PGF
B) FOOTIN65 d 6RADE BEAMS:
26-DAY COMP. 5TREN&TH: 2500 P51
MAX. AG6RE&ATE SIZE: 1-1/2"
MAX. SLUMP: 4"
DENSITY: 150 PGF
3. STEEL REINFORCING BAR5 SHALL CONFORM TO A5TM A615-40 FOR 44 AND SMALLER
BAR5, A5TM A615-60 FOR #5 AND LARGER BARS. ALL BARS BENT IN FIELD SHALL BE
6RADE 40. ALL WELDED BARS SHALL CONFORM TO A5TM A706. WELDED WIRE FABRIC
SHALL CONFORM TO A5TM A185.
4. MAINTAIN THE FOLLOWIN6 MINIMUM CONCRETE COVER FOR RE13AR:
WHERE CONC. 15 PLACED AGAINST EARTH = 3"
WHERE CONCRETE 15 FORMED AND EXPOSED TO EARTH OR WEATHER = 2"
. WHERE CONCRETE 15 NOT EXPOSED TO EARTH OR WEATHER = 1-1/2"
5LA55 ON GRADE = 3/4"
5. UNLE55 NOTED OTHERWI5E, ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM
TO ASTM A30'1 OR A36, AND SHALL BE ONE OF THE FOLLOWING:
WFICE
MACHINE BOLT WITH STANDARD HEAD AT EMBEDDED END COPY
THREADED ROD WITH TIGHTENED DOUBLE-NUT AT EMBEDDED END
6. ANCHOR BOLTS ARE TO BE A MINIMUM OF 1/2"Q AND EXTEND AT LEAST I" INTO THE
FIRST POUR OF CONCRETE FOUNDATIONS. PROVIDE 2Y-, SQUARE x %,,, THICK PLATE
WA5HER5 AT EACH ANCHOR BOLT.
T. ANCHOR BOLT PROJECTION SHALL BE ADEQUATE FOR FULL EN6A&EMENT OF PLATES,
WA5HER5, NUTS, ETC. AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO PLACEMENT
OF CONCRETE. ANCHOR BOLTS SHALL BE FIRMLY SECURED TO FORMS TO PREVENT
THEIR MOVEMENT DURING CONCRETE PLACEMENT. NET-5ETTIN6 OF ANCHOR BOLTS 15 NOT FE
ALLOWED.
� � R �� F
8. NOTIFY ENGINEER AT LEAST 24���Q.,URS4BE„F�ORE`ANa' CANGRETE,15LT0"BE PLACE OR oy
FORMS CLOSED TO ALLOW FOR HIS IN�P�'G,TISN OF Mrs VA�TION5"AND REINFORCIN No. 58 51
PLACEMENT. E>�
MAR 1 E 2Cm4 FICp
CITY OF CUPERTIN2
BUILDINGS DIPPA
• DRAWN BY: CLAVOND DATE: 2/13/04 JOB NO. 4003
CPL Consulting Engineers FOUNDATION REPAIR sHEET NO.
1561 Hack Avenue �+�
Campbell, CA 95008 Hohenner Residence S7
PHONE (408) 394-1461 6052 Willow Grove Lane, Cupertino, CA 95014 OF 4