HomeMy WebLinkAboutUntitled -. " r "i k Permit NO RALT 9 1522'
4p ril City of Arcadia, CA
Development Services Department � ° Permit Type ResidentialAddltion/Alteration
`� a 240 West Huntington Drive,Post Office Box 60021 t."L _1.l� r h
g ) 4 i f WorkfC/asst'cahon•Res-Addition/Alteration
Arcadia,CA 91066-6021 - . - U.1 1t.0+r r,...
(626)574-5416 - Permit Status Issued:
y
ARCADIA Issueoate:08/05120191 Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
298 W Foothill BLVD Arcadia, CA 5770026028
Contacts
NICHOLAS BROVIA Owner
298 Foothill BLVD,Arcadia,CA 91006
(831)915-7376
Description:REMOVE WALL IN BETWEEN LIVING AND KITCHEN. Valuation: $ 7,000.00 Tenant
REPLACE BEAM.RELOCATE ONE CLOSET AND OPEN UP MASTER
BEDROOM. Total Sq Feet: 0.00 Plan Check ff Plan k
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $413.57
Building Permit Fees $187.15 Cash/Receipt N REC-02025-19 $413.57
Building Plan Review Fee $121.65
Cal Green Plan Check $12.17 Amount Due: coiiiiiiiiiEU $0.00
Energy Plan Review Fee $37.43 —,„
Green Building Standard $1.00
Solid Waste Management Fee $6.25
Strong Motion Inst.Program Res $0.91
Total: $413.57
CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
FNS I I.12 .19
C.,...----......_ requesting the address,timeframe and what inspection item is needed.
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
4
August 05, 2019
Issued By: Date
August 05,2019 Page 1 of 1
of AA
c.,.,}Fnq,.• a
p_ i PERMIT/PLAN REVIEW APPLICATION
-r€l'* Development Services Department,240 West Huntington Drive,Post Office Box 60021
Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173
City of
Arcadia
•
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ 1 have and will maintain a certificate of consent to self-insure for workers'
License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Signature of Contractor
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant p licy Number
for such permit to file a signed statement that he or she is licensed pursuant to the
provisions of the Contractors License Law(Chapter 9(commencing with Section is section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
o I, as owner of the property, or my employees with wages as their sole
forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for l p
sale(Section 7044,Business and Professions Code:The Contractors License Date e��~ I-) Signature ���"f7 -tet - -
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
Isi
attorney's fees.
I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
e:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
./ Lender's Name
ate 13—SI�9 Signature Wzi ISte t:h Lender's Address
IMPPPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for
further it formation. (�., /`
ame k,lob fJ�mot \ Title %bier
PRINT NAME
certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the ore-mentioned roperty for inspection purposes.
ignature � Date �r �- ZO��
I
NOTES def
Building Inspections Date Insp. Plumbing Inspections Date Insp. ' 9•9 4,- 4,v/kr( d�
100. Setbacks 210. Under fir/bldg.drain
101. Rough grade 211. Copper underslab
- 102. Figs.&forms 9171? ( 7_ 212. Rough plumbing • - 9-25-// o e J
103. Pre-slab 7 213. Rough gas
,h / �//ci'
104. Floor joists /'7'7/ 6(� 214. Shower pan (1) -i/, , f4r� -/�_UO J
105. Steel 215. Water heater _ fCU/lj.e •
�t3.
106. Grout lift 216. Roof drains 7
107. Shear nailing 217. Building sewer
108. Diaph nailing 218. Water service
109. Roof nailing 219. Final gas
110. Framing %'7-/9 CIL 220. Fixtures
111. Occ/Area Sept.Wall 221. Final plumbing I I.12•ll
112. Sound walls 222. Sewer cap/demo.
113. T-bar grid
114. Insulation-Flr. Date Insp.
115. Insulation-Wall r/9 q240. Excavation/steel
116. Insulation-Cell. 11 / Cz_ 241. Rough plumbing
117. Drywall nailing / / 242. Light shell/bonding
118. Interior lath r/ 243. Underground conduit
119. Exterior lath ./'2/ 244. P-trap - -
120. Finish grade t 245. Gas line&test
121. Final building tI-%2.1517-+ 246. Fence,gates&signs
122. Anal demo/lot dear 247. Pool heater
248. Final electric
Electrical Inspections Date Insp. 249. Final .lumbin.
150. Power pole 250. Pool cover
151. Sales lot lighting 251. Pool final
152. Underground conduit
153. Underslab conduit Reroof Inspections Date Insp.
154. UFER ground 270. Pre-reroof insp.
155. Water ground ) 271. Roof framing
156. Rough electrical /7_ cr-e 272. Sheathing nailing
157. Fixtures t 273. Final rercof
158. G.F.C.I.
159. E..t.bondin. Sign Inspections Date Insp. - -
160. Service panel 280. Setback/overhang
161. Final electric I lig 2- - 281. Footing
282. Conduit/wirin.
Mechanical Inspections Date Insp. 283. Disconnect -_
180. Venting/flue 284. Final sign
181. Furnace/A.C.
182. Rouch HVAC Miscellaneous Insp. Bate Insp.
183. Fire dampers 290. Fire alarm
184. Furnace compartment 291. Underground supply
185. Combustion air 292. Fire sprinklers
186. Smoke detectors 293. Monitor system
187. Metal F.P.rough 294. Hood dry chem.
188. Compressor setback 295. Final
189. Commerdal hood
190. Duct shaft Sewers&Offsite Insp. Date I Insp.
191. Final mechanical 300. Lateral(main to P/L)
301. Saddle/!
Block Wall Inspections . Date Insp. 302. Cess...1 filled
200. Footings 303. Sidewalk -- --201. Steel/mbar 304. Driveway
202. Grout lift 305. Curb replacement
203. Final wall 306. Trash bin
4
STRUCTURAL CALCULATIONS
FOR
Remove a wall & Replace with a beam & 2 Posts
Nick Brovia Residence
4'r,, c7 , 298 W. Foothill Blvd.
''' on f hiss�f G/jilirj;a,:
Of 4ita � °^r�, rcadia, CA 91006
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11
1294o Excalibur Dr. Corona, CA 9288o
Tel.(909)348-7295 • Fax(909)348-7669 • E-mail:ehabminai5@yahoo.com
GRAVITY LOADS
ROOF: L.L. =15 psf-pitch 4:12 or greater
=20 psf-pitch less than 4:12
D.L.
Roof Cover =9 psf( Standard tile)or 10 psf(shingle w/2 reroofs allowed)
%2"Plywood Sht'g = 1.5 psf
Roof framing =3.5 psf
Misc. =1.0 psf
D.L. =15 psf
Total Load =35 psf
Ceiling: L.L. =10.0 psf
Ceiling Framing =3.0 psf
1/2"Drywall =2.0 psf
Misc. =3.0 psf
D.L. =8.0 psf
Total load =18.0 psf
EXT.WALL: D.L. 2x6 stud wall =2.0 psf
1/2" Plywood panel =1.5 psf
1/2" Drywall =2.0 psf
7/8" Stucco =8.0 psf
Misc. =3.5 psf
Total =17.0psf
INT. WALL: D.L. 2x6 Stud Wall =2.0 psf
(2)- 1/2"Drywall =4.0 psf
Misc. =3.0 psf
Total =9.0 psf
Alpha Omega Project Title: 298 W. Foothill Blvd.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel: (951)640-1598 Project Descr:Remodeling
Wood Beam Software copyright ENERCALC,INC.1983-2019,B0d:10.19.1.27 .
Lic.tt:KW-06011704 Licensee:Alpha Omega,KW-06011704
DESCRIPTIO New Beam B-1
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10
Load Combination Set:ASCE 7-16
Material Properties
Analysis MethoAllowable Stress Design Fb+ 2400 psi E:Modulus of Elasti
Load Combinati4SCE 7-16 Fb- 1850 psi Ebend-xx 1800ksi
Fc-Pill 1650 psi Eminbend-x 950ksi
Wood Species DF/DF Fc-Perp 650 psi Ebend-yy 1600ksi
Wood Grade 24F-V4 Fv 265 psi Eminbend-y 850ksi
Ft 1100 psi Density 31.21 pcf
Beam Bracing Beam is Fully Braced against lateral-torsional buckling
D(0.36)Lr(0.52)
D(0,685751 L(0.1225)
3.5x11.875
Span=21.670 ft
F
Applied Loads Service loads entered.Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D=0.0070, L=0.010 ksf, Tributary Width= 12.250 ft, (Ex. Ceiling Joists)
Point Load: D=0.360, Lr=0.520 k @ 9.750 ft, (Roof Support)
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.885 1 Maximum Shear Stress Ratio = 0.319 : 1
Section used for this span 3.5x11.875 Section used for this span 3.5x11.875
fb:Actual = 2,125.19psi fv:Actual = 84.66 psi
FB:Allowable = 2,400.00 psi Fv:Allowable = 265.00 psi
Load Combination +D+L+H Load Combination +D+L+H
Location of maximum on span = 10.123ft Location of maximum on span = 0.000 ft
Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1
Maximum Deflection
Max Downward Transient Deflection 0.695 in Ratio= 373>=240
Max Upward Transient Deflection 0.000 in Ratio= 0<240
Max Downward Total Deflection 1.382 in Ratio= 188>=180
Max Upward Total Deflection 0.000 in Ratio= 0<180
Vertical Reactions Support notation:Far left is# Values in KIPS
Load Combination Support 1 Support 2
-Overall M7 <lmum 2.552 2.516
Overall MINimum 1.327 1.327
+D+H 1.225 1.189
+D+L+H 2.552 2.516
+D+Lr+H 1.511 1.423
+D+S+H 1.225 1.189
+D+0.750Lr+0.750L+H 2.435 2.360
+D+0.750L+0.7505+H 2.220 2.184
+D+0.60W+H 1.225 1.189
+D+0.750Lr+0.450W+H 1.439 1.364
+D+0.750S+0.450W+H 1.225 1.189
Alpha Omega Project Title: 298 W. Foothill Blvd.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel: (951)640-1598 Project Descr:Remodeling
Wood Beam Software copyright ENERCALC,INC.1983-2019,Build:10.19.1.27 .
Lic.#:KW-06011704 Licensee:Alpha Omega,KW-06011704
DESCRIPTIO New Beam B-1
Vertical Reactions Support notation:Far left is#' Values in KIPS
Load Combination Support 1 Support 2
+0.60D+0.60W+0.60H 0.735 0.713
+D+0.70E+0.60H 1.225 1.189
+D+0.750L+0.7505+0.5250E+H 2.220 2.184
+O.60D+0.70E+H 0.735 0.713
D Only 1.225 1.189
Lr Only 0.286 0.234
L Only 1.327 1.327
S Only
W Only
E Only
H Only
Alpha Omega Project Title: 298 W. Foothill Blvd.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel:(951)640-1598 Project Descr:Remodeling
' Wood Beam Software copyright ENERCALC,INC.1983-2019,Build:10.19.1.27 .
Lic.#:KW-06011704 Licensee:Alpha Omega,KW-06011704
DESCRIPTIO New Beam B-2
CODE REFERENCES
Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10
Load Combination Set:ASCE 7-16
Material Properties
Analysis MethoAllowable Stress Design Fb+ 900 psi E:Modulus of Elasti
Load CombinatASCE 7-16 Fb- 900 psi Ebend-xx 1600ksi
Fc-Prll 1350 psi Eminbend-x 580 ksi
Wood Species Douglas Fir-Larch Fc-Perp 625 psi
Wood Grade No.2 Fv 180 psi
Ft 575 psi Density 31.21 pcf
Beam Bracing Beam is Fully Braced against lateral-torsional buckling
D(0.45)Lr(0.52)
D(0.056)L(0.08)
3 e
... :: .....' ,i ..
4x8
Span=6.50 ft
Applied Loads Service loads entered.Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load : D=0.0070, L=0.010 ksf, Tributary Width =8.0 ft, (Ex. Ceilig Joists)
Point Load: D=0.450, Lr=0.520 k @ 2.50 ft, (Roof Support)
DESIGN SUMMARY Desi.n OK
Maximum Bending Stress Ratio = 0.507. 1 Maximum Shear Stress Ratio = 0.221 : 1
Section used for this span 4x8 Section used for this span 4x8
fb:Actual = . 742.20psi fv:Actual = 49.64 psi
FB:Allowable = 1,462.50psi Fv:Allowable = 225.00 psi
Load Combination +D+0.750Lr+0.750L+H Load Combination +D+0.750Lr+0.750L+H
Location of maximum on span = 2.515ft Location of maximum on span = 0.000ft
Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1
Maximum Deflection
Max Downward Transient Deflection 0.027 in Ratio= 2879>=240
Max Upward Transient Deflection 0.000 in Ratio= 0<240
Max Downward Total Deflection 0.071 in Ratio= 1094>=180
Max Upward Total Deflection 0.000 in Ratio= 0<180
Vertical Reactions Support notation:Far left is#: Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 0.912 - 0.718
Overall MINimum 0.260 0.260
+D+H 0.477 0.373
+D+L+H 0.737 0.633
+D+Lr+H 0.797 0.573
+D+S+H 0.477 0.373
+D+0.75oLr+0.750L+H 0.912 0.718
+D+0.750L+0.750S+H 0.672 0.568
+D+0.60W+H 0.477 0.373
+D+0.750Lr+0.450W+H 0.717 0.523
+D+0.750S+0.450W+H 0.477 0.373
Alpha Omega Project Title: 298 W. Foothill Blvd.
12940 Excalibur Dr. Engineer E. Mina
Corona, CA 92880 Project ID: 19-098
Tel: (951)640-1598 Project Descr:Remodeling
Wood Beam Software copyright ENERCALC,INC.1983-2019,Build:10.19.1.27 .
Lic.#:KW-06011704 Licensee:Alpha Omega,KW-06011704
DESCRIPTIO New Beam B-2
Vertical Reactions Support notation:Far left is#' Values in KIPS
Load Combination Support 1 Support 2
+0.60D+0.60W+0.60H 0.286 0.224
+D+0.70E+0.60H 0.477 0.373
+D+0.750L+0.7505+0.5250E+H 0.672 0.568
+0.60D+0.70E+H 0.286 0.224
D Only 0.477 0.373
Lr Only 0.320 0.200
L Only 0.260 0.260
S Only
W Only
E Only
H Only
Alpha Omega Project Title: 298 W. Foothill Blvd.
i.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel:(951)640-1598 Project Descr:Remodeling
General Footing Software copyright ENERCALC,INC.1983-2019,Build:10.19.1.27 .
DESCRIPTIO New Pad Footing
Code References •
Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10
Load Combinations Used:ASCE 7-16
General Information
Material Properties Soil Design Values
fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Beari = 1.0 ksf
fy: Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No
Ec: Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf
Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30
cp Values Flexure = 0.90
Shear = 0.750 Increases based on footing Depth
Analysis Settings Footing base depth below soil surface = 0.50 ft
Min Steel% Bending Reinf. = Allow press. increase per foot of depth = 0.0 ksf
Min Allow%Temp Reinf. = 0.00180 when footing base is below = 0.0 ft
Min. Overturning Safety Factor = 1.0 : 1
Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension
Add Ftg Wt for Soil PressureYes Allowable pressure increase per foot of depth
Use ftg wt for stability,moments&shears : Yes = 0.0 ksf
Add Pedestal Wt for Soil Pressure No when max. length or width is greater than
0.0 ft
Use Pedestal wt for stability, mom&shear : No
Dimensions
Width parallel to X-X Axis = 2 ft z
Length parallel to Z-Z Axis = 2.0 ft
Footing Thickness = 12.0 in
Pedestal dimensions... '
px:parallel to X-X Axis = 0.0 in N
pz: parallel to Z-Z Axis = 0.0 in j
Height - 0.0 in I
Rebar Centerline to Edge of Concrete... i 17
at Bottom of footing = 3.0 in
Reinforcing 70
Bars parallel to X-X Axis
Number of Bars = 3
Reinforcing Bar Size = # 4
Bars parallel to Z-Z Axis '7`^T' r ' r t,I/ r*^ ,
Number of Bars = 3.0 'x" n tr.'• xectai '�
a -a - - is y '
Reinforcing Bar Size = # 4 _ s � � �
Bandwidth Distribution Check (ACI 15.4.4.2) m r ,t ,*�.a."A � ;-. : :..y• '.+z -'c ' '
Direction Requiring Closer Separatio 4..1.• *... Inti'“ ',,. 90a . ''' . a a'wu:le?i+ trtrilna, t%.-b.
n/a X.%Semon lmpn9 to.Z u,.auwe.
#Bars required within zone n/a
#Bars required on each side of zone n/a
Applied Loads
D Lr L S W E H
P: Column Load = 1.189 0.2340 1.327 0.0 0.0 0.0 0.0 k
OB: Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf
M-o = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft
M-zz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft
V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k
V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k
Alpha Omega Project Title: 298 W. Foothill Blvd.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel: (951)640-1598 Project Descr:Remodeling
General Footing Software copyright ENERCALC,INC.1983-2019,Build:10.19.1.27 .
Lic.#:KW-06011704 Licensee:Alpha Omega,KW-06011704
DESCRIPTIO New Pad Footing
DESIGN SUMMARY Design OK
Min.Ratio Item Applied Capacity Governing Load Combination
PASS 0.7740 Soil Bearing 0.7740 ksf 1.0 ksf +D+L+H about Z-Z axis
PASS n/a Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning
PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning
PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding
PASS n/a Sliding-Z-Z 0.0 k 0.0 k No Sliding
PASS n/a Uplift 0.0 k 0.0 k No Uplift
PASS 0.03927 Z Flexure(+X) 0.4584 k-ft/ft 11.674 k-ft/ft +1.20D+0.5OLr+1.60L+1.60H
PASS 0.03927 Z Flexure(-X) 0.4584 k-ft/ft 11.674 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H
PASS 0.03927 X Flexure(+Z) 0.4584 k-ft/ft 11.674 k-ft/ft +1.20D+0.50Lr+1.60L+1.60H
PASS 0.03927 X Flexure(-Z) 0.4584 k-ft/ft 11.674 k-Wft +1.20D+0.50Lr+1.60L+1.60H
PASS 0.02716 1-way Shear(+X) 2.037 psi 75.0 psi +1.20D+0.50Lr+1.60L+1.60H
PASS 0.02716 1-way Shear(-X) 2.037 psi 75.0 psi +1.20D+0.5OLr+1.60L+1.60H
PASS 0.02716 1-way Shear(+Z) 2.037 psi 75.0 psi +1.20D+0.50Lr+1.60L+1.60H
PASS 0.02716 1-way Shear(-Z) 2.037 psi 75.0 psi +1.20D+0.5OLr+1.60L+1.60H
PASS 0.06456 2-way Punching 9.684 psi 150.0 psi +1.20D+0.50Lr+1.60L+1.60H
Detailed Results
Soil Bearing
Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow
Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,:X Right, +X Ratio
X-X, +D+H 1.0 n/a 0.0 0.4423 0.4423 n/a n/a 0.442
X-X, +D+L+H 1.0 n/a 0.0 0.7740 0.7740 n/a n/a 0.774
X-X, +D+Lr+H 1.0 n/a 0.0 0.5008 0.5008 n/a n/a 0.501
X-X, +D+S+H 1.0 n/a 0.0 0.4423 0.4423 n/a n/a 0.442
X-X,+D+0.750Lr+0.750L+H 1.0 n/a 0.0 0.7349 0.7349 n/a n/a 0.735
X-X, +D+0.750L+0.750S+H 1.0 n/a 0.0 0.6911 0.6911 n/a n/a 0.691
X-X, +D+0.60W+H 1.0 n/a 0.0 0.4423 0.4423 n/a n/a 0.442
X-X, +D+0.750Lr+0.450W+H 1.0 n/a 0.0 0.4861 0.4861 n/a n/a 0.486
X-X, +D+0.750S+0.450W+H 1.0 n/a 0.0 0.4423 0.4423 n/a n/a 0.442
X-X, +0.60D+0.60W+0.60H 1.0 n/a 0.0 0.2654 0.2654 n/a n/a 0.265
X-X, +D+0.70E+0.60H 1.0 n/a 0.0 0.4423 0.4423 n/a n/a 0.442
X-X, +D+0.750L+0.750S+0.5250E 1.0 n/a 0.0 0.6911 0.6911 n/a n/a 0.691
X-X, +0.60D+0.70E+H 1.0 n/a 0.0 0.2654 0.2654 n/a n/a 0.265
Z-Z,+D+H 1.0 0.0 n/a n/a n/a 0.4423 0.4423 0.442
Z-Z,+D+L+H 1.0 0.0 n/a n/a n/a 0.7740 0.7740 0.774
Z-Z,+D+Lr+H 1.0 0.0 n/a n/a n/a 0.5008 0.5008 0.501
Z-Z,+D+S+H 1.0 0.0 n/a n/a n/a 0.4423 0.4423 0.442
Z-Z,+D+0.750Lr+0.750L+H 1.0 0.0 n/a n/a n/a 0.7349 0.7349 0.735
Z-Z,+D+0.750L+0.7505+H 1.0 0.0 n/a n/a n/a 0.6911 0.6911 0.691
Z-Z, +D+0.60W+H 1.0 0.0 n/a n/a n/a 0.4423 0.4423 0.442
Z-Z,+D+0.750Lr+0.450W+H 1.0 0.0 n/a n/a n/a 0.4861 0.4861 0.486
Z-Z,+D+0.750S+0.450W+H 1.0 0.0 n/a n/a n/a 0.4423 0.4423 0.442
Z-Z,+0.60D+0.60W+0.60H 1.0 0.0 n/a n/a n/a 0.2654 0.2654 0.265
Z-Z,+D+0.70E+0.60H 1.0 0.0 n/a n/a n/a 0.4423 0.4423 0.442
Z-Z,+D+0.750L+0.750S+0.5250E 1.0 0.0 n/a n/a n/a 0.6911 0.6911 0.691
Z-Z, +0.60D+0.70E+H 1.0 0.0 n/a n/a n/a 0.2654 0.2654 0.265
Overturning Stability
Rotation Axis&
Load Combination... Overturning Moment Resisting Moment Stability Ratio Status
Footing Has NO Overturning
All units k
Sliding Stability
Force Application Axis
Load Combination... Sliding Force Resisting Force Stability Ratio Status
Footing Has NO Sliding
Alpha Omega Project Title: 298 W. Foothill Blvd.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel: (951)640-1598 Project Descr:Remodeling
General Footing Software copyright ENERCALC,INC.1983-2019,Buad:10.19.1.27 :
DESCRIPTIO New Pad Footing
Footing Flexure
Flexure Axis&Load Combination Mu Side Tension As Req'd Gyrn.As Actual As Phi*Mn Status
k-ft Surface inA2 in"2 in"2 k-ft
X-X,+1.400+1.60H 0.2081 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X,+1.400+1.60H 0.2081 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+0.50Lr+1.60L+1.60F 0.4584 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.200+0.50Lr+1.60L+1.60F 0.4584 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.200+1.60L+0.50S+1.60H 0.4438 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1200+1.60L+0.50S+1.60H 0.4438 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+1.60Lr+L+1.60H 0.3910 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+1.60Lr+L+1.60H 0.3910 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+1.60Lr+0.50W+1.60 0.2252 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.200+1.60Lr+0.50W+1.60 0.2252 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+L+1.60S+1.60H 0.3442 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.200+L+1.60S+1.60H 0.3442 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1200+1.60S+0.50W+1.601 0.1784 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+1.60S+0.50W+1.601 0.1784 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1200+0.50Lr+L+W+1.60H 0.3589 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +1.20D+0.50Lr+L+W+1.60H 0.3589 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X,+1.200+L+0.50S+W+1.60H 0.3442 +Z Bottom 0.2592 Min Temp% 0.30 11.674 .OK
X-X,+1.20D+L+0.50S+W+1.60H 0.3442 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +0.900+W+E+1.60H 0.1338 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X,+0.900+W+E+1.60H 0.1338 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X,+1.200+L+0.205+E+1.90H 0.3442 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X,+1.20D+L+0.20S+E+1.90H 0.3442 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +0.90D+E+0.90H 0.1338 +Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
X-X, +0.900+E+0.90H 0.1338 -Z Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1.400+1.60H 0.2081 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1.400+1.60H 0.2081 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1.200+0.50Lr+1.60L+1.60F 0.4584 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1.200+0.50Lr+1.60L+1.60F 0.4584 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1.200+1.60L+0.505+1.60H 0.4438 -X Bottom 0.2592 Min Temp% 0.30 11.674 ' OK
Z-Z, +1.20D+1.60L+0.505+1.60H 0.4438 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.200+1.60Lr+L+1.60H 0.3910 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.200+1.60Lr+L+1.60H 0.3910 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.200+1.60Lr+0.50W+1.60 0.2252 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.200+1.60Lr+0.50W+1.60 0.2252 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.20D+L+1.60S+1.60H 0.3442 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.200+L+1.60S+1.60H 0.3442 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.20D+1.605+0.50W+1.601 0.1784 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.20D+1.60S+0.50W+1.601 0.1784 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1.20D+0.50Lr+L+W+1.60H 0.3589 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +120D+0.50Lr+L+W+1.60H 0.3589 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+1.20D+L+0.50S+W+1.60H 0.3442 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+120D+L+0.505+W+1.60H 0.3442 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+0.900+W+E+1.60H 0.1338 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+0.90D+W+E+1.60H 0.1338 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+120D+L+0.20S+E+1.90H 0.3442 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +1200+L+0.20S+E+1.90H 0.3442 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z, +0.90D+E+0.90H 0.1338 -X Bottom 0.2592 Min Temp% 0.30 11.674 OK
Z-Z,+0.900+E+0.9014 0.1338 +X Bottom 0.2592 Min Temp% 0.30 11.674 OK
One Way Shear
Load Combination... Vu®-X Vu®+X Vu®-Z Vu®+Z Vu:Max Phi Vn Vu/Phi*Vn Status
+1.400+1.60H 0.92 psi 0.92 psi 0.92 psi 0.92 psi 0.92 psi 75.00 psi 0.01 OK
+1200+0.50Lr+1.60L+1.60H 2.04 psi 2.04 psi 2.04 psi 2.04 psi 2.04 psi 75.00 psi 0.03 OK
+1.200+1.60L+0.50S+1.60H 1.97 psi 1.97 psi 1.97 psi 1.97 psi 1.97 psi 75.00 psi 0.03 OK
+1.200+1.60Lr+L+1.60H 1.74 psi 1.74 psi 1.74 psi 1.74 psi 1.74 psi 75.00 psi 0.02 OK
+1200+1.60Lr+0.50W+1.60H 1.00 psi 1.00 psi 1.00 psi 1.00 psi 1.00 psi 75.00 psi 0.01 OK
+1.200+L+1.60S+1.60H 1.53 psi 1.53 psi 1.53 psi 1.53 psi 1.53 psi 75.00 psi 0.02 OK
+1200+1.605+0.50W+1.60H 0.79 Psi 0.79 psi 0.79 psi 0.79 psi 0.79 psi 75.00 psi 0.01 OK
+1.20D+0.50Lr+L+W+1.60H 1.60 psi 1.60 psi 1.60 psi 1.60 psi 1.60 psi 75.00 psi 0.02 OK
+1.200+L+0.505+W+1.60H 1.53 psi 1.53 psi 1.53 psi 1.53 psi 1.53 psi 75.00 psi 0.02 OK
+0.900+W+E+1.60H 0.59 psi 0.59 psi 0.59 psi 0.59 psi 0.59 psi 75.00 psi 0.01 OK
+1.200+L+0.20S+E+1.90H 1.53 psi 1.53 psi 1.53 psi 1.53 psi 1.53 psi 75.00 psi 0.02 OK
Alpha Omega Project Title: 298 W. Foothill Blvd.
2.
12940 Excalibur Dr. Engineer: E. Mina
Corona, CA 92880 Project ID: 19-098
Tel:(951)640-1598 Project Descr:Remodeling
General Footing Software copyright ENERCALC,INC.1983-2019,Bead:10.19.1.27 .
Lic.#:KW-06011704 Licensee:Alpha Omega,KW-06011704
DESCRIPTIO New Pad Footing
One Way Shear
Load Combination... Vu @-X Vu @+X Vu®-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status
+0.90D+E+0.90H 0.59 psi 0.59 psi 0.59 psi 0.59 psi 0.59 psi 75.00 psi 0.01 OK
Two-Way"Punching"Shear All units k
Load Combination... Vu Phi*Vn Vu/Phi'Vn Status
+1.40D+1.60H 4.40 psi 150.00 psi 0.02931 OK
+120D+0.50Lr+1.60L+1.60H 9.68 psi 150.00psi 0.06456 OK
+120D+1.60L+0.505+1.60H 9.38 psi 150.O0psi 0.0625 OK
+1.20D+1.60Lr+L+1.60H 8.26 psi 150.Oopsi 0.05507 OK
+120D+1.60Lr+0.50W+1.60H 4.76 psi 150.Oopsi 0.03171 OK
+1.20D+L+1.60S+1.60H 7.27 psi 150.O0psi 0.04848 OK
+1.20D+1.60S+0.50W+1.60H 3.77 psi 150.0opsi 0.02512 OK
+120D+0.50Lr+L+W+1.60H 7.58 psi 150.00 psi 0.05054 OK
+120D+L+0.50S+W+1.60H 7.27 psi 150.O0psi 0.04848 OK
+0.90D+W+E+1.60H 2.83 psi 150.O0psi 0.01884 OK
+1.20D+L+0.20S+E+1.90H 7.27 psi 150.00psi 0.04848 OK
+0.90D+E+0.90H 2.83 psi 150.00psi 0.01884 OK
City of Arcadia, CA
Permit.NO. MEP-19-1348
lit
Development Services Department ini--- Cin.,—_ Permit.Type:MEP '
240 West Huntington Drive,Post Office Box 60021 r
'-� �y� � Arcadia,CA 91066-6021 �' - L i 1[ 'work Classification:MEP-Residential
(626)574-5416 - - - - _ - - Permit Status:Issued
ARCAD IA .
IssueDate:0i /15/2019 [ Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
298 W Foothill BLVD Arcadia, CA 5770026028
I
Contacts
NICHOLAS BROVIA Owner
298 Foothill BLVD,Arcadia,CA 91006
(831)915-7376
Description:REMODEL KITCHEN AND 3 BATHROOMS ( Valuation: $ 0.00 Tenant
EXISTING LAYOUT TO REMAIN) Total Sq Feet: 0.00 Plan Check St Plan St
Fees Amount Payments Amount Paid
Bathtubs/or Combo $13.21 Total Fees $379.64
Dishwasher $13.21 Cash/Receipt k REC-01820-19 $379.64
Electrical Permit Issuance Fee $47.01
Garbage Disposal Fee $13.21 Amount Due: $0.00
L
Install,Relocate Appliance Vent/Hood $9.94
Kitchen Sink $13.21
Lavatories $39.63 ®Mechanical Permit Issuance Fee $47.01COMPLETED
Outlets-Receptacles&Switches $41.08
Plumbing Permit Issuance Fee $47.01
Shower $12.46 CALLS FOR INSPECTIONS
Shower Pan $12.46 Request for inspection by telephone at 626-574-5450. Leave a message \/
Solid Waste Management Fee 2 $1.00 requesting the address,timeframe and what inspection item is needed.
Solid Waste Management Fee 2 $1.00
Solid Waste Management Fee 2 $1.00
Ventilation Fan(Single Duct) $29.82 This permit/plan review expires by time limitation and becomes null and
Water Closet $37.38 void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
Total: $379.64 from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
� consecutive days or if no progressive work has been verified by a City of
'1�t wJt` ((• 1 2 •1 9 Arcadia building inspector for a period of 180 consecutive days.
July 15, 2019
Issued By: Date
July 15,2019 Page 1 of 1
of AR
I x 1. PERMIT/PLAN REVIEW APPLICATION
MN, e'r4j.t. Development Services Department,240 West Huntington Drive, Post Office Box 60021
„e0" Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class - License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Signature of Contractor
❑ I have and will maintain workers'compensation insurance,as required by Section
OWNER-BUILDER DECLARATION 3700 of the Labor Code,for the performance of the work for which this permit
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors is issued.My workers'compensation insurance carrier and policy numbers are:
License Law for the following reason(Section 7031.5,Business and Professions
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number _
provisions of the Contractors License Law(Chapter 9(commencing with Section is section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑1, as owner of the property, or my employees with wages as their sole forthwith comply w h those prov Bions.
compensation,will do the work,and the structure is not intended or offered for r( .- ('�{�
sale(Section 7044,Business and Professions Code:The Contractors License Date T Is i Signature �C1°t� vv V�
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own - -
-
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the labor Code, interest, and
aaomey's fees.
I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
%/J��,,.,�./��
Dater ICA Q l Signature 1 ?T Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for
further information.i�
Name N ictlC7i A3 &boa- ale tjUMeOtA7''1 e✓
PRINT NAME
I certify that I have read this application and state that the above information is cor ct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upo the above-mentioned property for inspection purposes. -/f I� ��
Signature L /r fhCate "
City of Arcadia, CA Permit Na R4-1,-192139
4; Development Services Department j /Qv. ...F ptertt i pe 'Residential Addition/Alteration
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 _.`
work C! Ss cuOon Res-Window Change-Out
e.; t
d 1 (626)574-5416 Permit Status:Issued
'ARCADDIA issue Date: 0/22/2019 Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
298 W FOOTHILL BLVD Arcadia,CA 91006-2209 5770026028
Contacts
NICHOLAS BROVIA Owner
298 Foothill BLVD,Arcadia,CA 91006
(831)915-7376
Description:REPLACE 12 WINDOWS AND ONE SLIDING DOOR, y Valuation:gFeet: 0.00 Plan$ 5,500.00 Tenant
RETRO-FIT(CS)
TotalSq
CheckU Plank
_�.
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $381.40
Building Permit Fees $170.45 Cash/Receipt N REC-02858-19 $381.40
Building Plan Review Fee $110.80
Cal Green Plan Check $11.08 Amount Due: $0.00
Energy Plan Review Fee $34.09
Green Building Standard $1.00
Solid Waste Management Fee $6.25 GOI1/IPLETED
Inst.Program Res $032
Total: $381.40
CALLS FOR INSPECTIONS
tri NA,` - 12_ .l g 'Cir... Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
October 22, 2019
Issued By: Date
October 22,2019 Page 1 of 1
r PERMIT/PLAN REVIEW APPLICATION
oil
, d -e- Development Services Department,240 West Huntington Drive,Post Office Box 60021
041417 n<1° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173
City of 1
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers'
License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
Signature of Contractor
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of he work for which his permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt them from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I, as owner of the property, or my employees with wages as their sole
forthwith comply with those provisions. r 7,�, �'
compensation,will do the work,and the structure is not intended or offered for r /9... .,�(,� , I/ '=CJ��"v
sale(Section 7044,Business and Professions Code:The Contractors License ate 1 Z Signature-7— {{{
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own -.
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
0 I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon, and who contracts for such projects with a I hereby affirm under penalty of perjury that them is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
0 I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
/y jr
Date '`v - / I -. $igtta�_c ctiA v ; Lender's Address
IMPORTANT:APPLICATION IS I ' BY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information.
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if6rourm Title
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter up n the above-mentioned property for inspection purposes.
Signature' y�%� _ate_ '—/
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NOTES:
1 . ALL DIMENSIONS TO BE FIELD VERIFIED ,pT9it OF CA1�F°00.
2. NOTIFY STRUCTURAL ENGINEER FOR ANY FIELD ISSUES
TYEngineering TITLE DETAIL
And Design PROJECT 298 W FOOTHILL BLVD. SHEET NUMBER
952 Manhattan Beach Blvd.
Suite 260-280 DRAWN FG JOB # - 1�
Manhattan Beach,CA 90266S R
(310)935-0060(phone) CHECKED TY SCALE N.T.S.
(310)935-0071 (fax)
www.ty-eng.com DATE August 18, 2019
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1 . ALL DIMENSIONS TO BE FIELD VERIFIED * p. C72927
* Exp. 12-31-20
2. NOTIFY ENGINEER IF ANY FIELD ISSUES OCCUR
3. DEPUTY INSPECTION REQ'D FOR EPDXY ANCHORS. sr chit 4t-
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4. EPDXY SYSTEM: SIMPSON SET-XP PER ICC-ESR#2508. a °F cAuF°1/4k
TYEngineering TITLE DETAIL
And Design PROJECT 298 W FOOTHILL BLVD. SHEET NUMBER
952 Manhattan Beach Blvd.
Suite 260-280 DRAWN FG JOB # - �+ �_
Manhattan Beach,CA 90266 J
(310) 935-0060(phone) CHECKED TY SCALE N.T.S.
(310)935-0071 (fax)
www.ty-eng.com DATE August 18, 2019
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NOTES: " ��,�LGA YAPRAK m,i
•
1 . ALL DIMENSIONS TO BE FIELD VERIFIED �� N. 2-31-7
* Exp. 12-31-20
2. NOTIFY ENGINEER IF ANY FIELD ISSUES OCCUR
3. DEPUTY INSPECTION REQ'D FOR EPDXY ANCHORS. sT CIV 11. �`P
4. EPDXY SYSTEM: SIMPSON SET-XP PER ICC-ESR#2508. q of cAltFo�
TYEngineering TITLE DETAIL
And Design PROJECT 298 W FOOTHILL BLVD. SHEET NUMBER
952 Manhattan Beach Blvd.
Suite 260-280 DRAWN FG JOB # �+ �_
Manhattan Beach,CA 90266 J
(310)935-0060(phone) CHECKED TY SCALE N.T.S.
(310)935-0071 (fax)
www.ty-eng.com DATE August 18, 2019
ELITE SPECIAL INSPECTIONS INC.
8616 Cleta St Downey,CA, 90241
Bus.Cell /Message /Text(562) 413-8159
EliteSll@mail.com
SPECIAL INSPECTORS TIME SHEET&REPORT
Date: 8/22/19 Report# 082219
Building Permit# RALT19-1522 Issued Date: Jurisdiction Arcadia B&S
Job Identification Address 298 W Foothill Blvd. Arcadia CA 91006
Contractor: General Rose Family Homes LLC Sub-
LDP:Architect Engineer Yaprak
Reinforced Concrete 0 ACI Grade 1-Tech 0 Prestressed Concrete 0 Masonry 0
EpoxyEl #4 Re-Bar Dowels &5/8"Allthread Other 0
NOTE: Contractor assumes responsibilty for any and all work that is performed outside of stamped/approved plans
bearing the seal of the applicable enforcing agency of record. Contractor is informed that any and all work performed
prior to Building Department approval is performed at contractors own risk pending proper approval by the Building
Official.
Provided Visual Inspection for. Plans Date: Ori Site
Chemical epoxy adhesive anchoring placement of:
A). (2) #4 dowels into clean 5/8"diameter holes for an embedment depth of 8" placed tpo (1) pad footing
for underpin, &
B). (1) 5/8"all-thread anchor rods into clean 3/4"diameter hole for an embedment depth of 12"each for
column post anchorage per code.
All anchorages monitored/set per CBC 1705.3(4) w/ ICC ESR-2508-4.4, and EOR RFI sheet SK-3 8/18/19.
Stamped/approved plans on site and verified.
All anchorages set with 'Simpson Set XP' epoxy adhesive Lot #1000046116 Exp.06/2021.
All holes blown, brushed &re-blown per code, plans, and MPH (ICC ESR-2508).
All mixing heads in good working condition providing uniform mixing/color.
All material embedment depths maintained during placement.
Workmanship good to excellent. No discrepancies to note.
Hours Billed # 4 Certificate of Compliance
Paid Check# I hereby certify that I have observed to the best of my knowledge all of the above reported work
INVOICE# 082219 unless otherwise noted. I have found this work to be in compliance with the Approved Plans,
BALANCE: Specifications,and applicable sections of the Governing Building Codes.
All inspection is based on a 4 hour minimum,over 4 hours is an 8 hours minimum.After 8 is time and a hale respectively.In addition,any inspection
extending past noon hour will be an 8 hour minimum.All lab work necessary to complete inspections will be paid by owner,engineer or contractor.
Certified Special Inspector(Please Print): Randall • . Martinez ICC#: 8064363
Certified Special Inspector(Please Sign): / City# 01772 LACDPW
Owners Representative: Company: