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"',Qat City of Arcadia, CA - Permit NO. Patio 48-2138
`,ifi Development Services Department [{ {A�_., _ Permit Type:Patio
\„)t/ 240 West Huntington Drive,Post Office Box 60021 � (�- ``J 4_ YP -
, �� Arcadia,CA 91066-6021 [ - :'Work Classification:Patio
�TThin (626)574-5416 - - _ , , , Permit Status:'.Issued -
ARCADIA !ssueoate:p2/1i/zo19. Expiration: 08/10/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
875 Hugo Reid DR Arcadia,CA 5776033019
Contacts
LIZANNE WESTPHAL Owner H K CONSTRUCTION• Contractor
875 HUGO REID 8656 UTICA AVE 200,RANCHO CUCAMONGA,CA 91730
I (909)987-1355 452543
Description:COVERED PATIO AT REAR OF HOUSE 476 5O PER Valuation: $ 10,562.44 Tenant
HOA APPROVED PLANS.
Total Sq Feet: 476.00 Plan Check#18-2138 C Plan 4 32680
Fees Amount I Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $536.53
Building Permit Fees $253.95 Cash/Receipt N REC-00359-19 $536.53
Building Plan Review Fee $165.07 —
Amount Due: $0.00
Electrical Permit Issuance Fee $47.01 ttt---
Green Building Standard $1.00
Light Fixtures $ .78COVj:
et Outlets-Receptacles Switches $3.08$3Solid Waste Managemment Fee $6.25YfP�
Solid Waste Management Fee 2 $1.00
Strong Motion Inst.Program Res $1.38
CALLS FOR INSPECTIONS
Total: $536.53 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.
4
February 11, 2019
Issued By: Date
February 11,2019 Page 1 of 1
F AR
ilia.; 1 PERMIT/PLAN REVIEW APPLICATION.
c6: 176;• Development Services Department,240 West Huntington Drive,Post Office Box 60021
:-......
,or 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 LI and effect. I have and will maintain a certificate of consent to self-insure for workers'
License Class �S License No.4195—(1—Y /�oZ
Exp. Datep� 0 compensation, as provided for by Section 3700 of the Labor Code, for the
•
Signature of Contractor
performance of the work for which this permit is issued.
WNER-BUILDER DECLARATION 0 I have and will ma n a n workers'compensation nsurance,as required by Section
LiI 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 ris issued.My workers'compensation insuranceicarrier and policy numbers am:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier •Sr,Te-- t4/4—Cit/ I
demolish,or repair any structure,prior to its issuance,also required the applicant
Policy Number e�Jy�6y�`�
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 1 (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 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'
compensation Laws of California,and agree that if I should become subject to the
penalty of not more than five hundred dollars($500)):
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 I forthwith comply w h those provisions.
compensation,will do the work,and the structure is not intended or offered for 1\\
Date ////%/�
Signature
sale(Section 7044,Business and Professions Code:The Contractors License _ _
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(I)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.
❑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
Date Signature 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.
Name F/�!1r�/� �`P5�/(�jj/ � E (Title tSl��er0� i°.ti1-
e PRINT NAM
I certify that I have read this application and state that the above information is c rrect and that I am the owner or duly authorized agent of the owner.
agree to comply with all City ordinances and State Laws relating to buil ' g construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes.
ignature /G N (``Date 2/11/79
/1,/ NOTE7�g4
Building Inspections Date Insp. Plumbing Inspections Date Insp. 9?C �y/43O 1L€/� Pic--
100.
�
100. Setbacks 210. Under fir/bldg.drain ( 7 !/ /
101. Rough grade211. Copper underslab
102. Figs.&forms 3-9219,7 212. Rough plumbing 0
103. Pre-slab 213. Rough gas �r,
S ��'�1
104. Floor joists 214. Shower pan �7' k tA - /kr/
105. Steel 215. Water heater £, / , yet rt if
106. Grout lift 216. Roof drains
107. Shear nailing 217. Building sewer .4�,� � tis ^C�,
108. Diaph nailing 218. Water service L
109. Roof nailing e 219. Final gas
1110. Framing 11 ���/ Fixtures 220.
. Ole/Area Sept.Wall 221. Anal � /� / / pfd112. Sound walls 222. Sewer cepldemo. /_ /h ('J/' �-lp/17,54,
a /nhr6713. T-bar grid f?/ ( , ✓/ -�/7nlC
114. Insulation-Hr. Pool Inspections I Date I ' Insp.
115. Insulation-Wall 240. Excavation/steel
116. Insulation-Ceil. 241. Rough plumbing
117. Drywall nailing 242. Light shell/bonding
118. Interior lath 243. Underground conduit
119. Exterior lath 244. P-trap
120. Finish grade q 245. Gas line&test
121. Final building ( 246. Fence,gates&signs
122. Final demollot clear 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. Under.round conduit
153. Underslab conduit Retool Inspections I Date Insp.
154. UFER ground 270. Pre-reroof insp. /7
155. WatRough
gr hd 271.2Shef athing ng 2ex�5 ��� �i ��r/
156. Rough electrical �. 2 •(9 272. Sheathing nailing �" r ��'� G
157. Fixtures 273. Anal reroof ' ,�/
158. G.F.C.I.
159. E..1.bandit'. Sign Inspections I Date Insp.
160. Service panel �1✓ /} 280. Setback/overhang
161. Final electric 2177 / 281. Footing
282. ConduiwAvirin.
Mechanical Inspections Date Insp. 283. Disconnect __
-
180. Venting/flue 284. Final sign
181. Furnace/A.C.
182. Rouch HVAC Miscellaneous Insp. Date Insp.
183. Fire dampers 290. Are 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. Commercial hood
190. Duct shaft Sewers&Offsite Insp. I Date Insp.
191. Final mechanical 300. Lateral(main to P/L)
301. Saddle/y
Block Wall Inspections Date Insp. 302. Cess...I filled
200. Footings 303. Sidewalk
201. SteeVrebar 304. Driveway
202. Grout lift 305. Curb replacement
203. Final wall 306. Trash bin
'
•
o_.
0
6-2-
:6-6) 11) (12
O
cii-_,, iir 1
inew
(16 (15) i -- Lit.
I 02, v134,41Or-
---
_ i x (14 0 0
[.-- ' 0 0 <
1. EXISTING ROOF SHEATHING TO REMAIN
2. EXISTING ROOF RAFTERS TO REMAIN (SEE FRAMING PLAN) '
3. EXISTING CONTINUOUS DOUBLE TOP PLATES
4. EXISTING 2x STUDS TO REMAIN
5. EXISTING ROOF OVERHANG TO BE REMOVED(SEE
FRAMING PLAN)
6. EXISTING EXTERIOR FINISH
7. EXISTING EAVE BLOCKING TO BE REMOVED
8. EXISTING CEILING JOISTS TO REMAIN
9. NEW ROOF SHEATHING(SEE FRAMING PLAN)
10. NEW CRICKET FRAMING /�
11. NEW EDGE NAILING �/
12. NEW EDGE NAILING AT CRICKET FRAMING :
13. NEW 2x SHAPED SOLID BLOCKING
14. NEW"SIMPSON A35"CLIPS @ 24"0/C
15. NEW 1 x 6 SHIPLAP
16. NEW SCISSOR TRUSS @ 24"0/C(SEE FRAMING PLAN)
New Truss to Existing Wall
11/2" = V-0"
Proposed Patio Cover Addition&Roof Tile Replacement For:
(e)5ojrcetti Lizanne Westphal
s S Pa F---
875 Hugo Reid Drive,Arcadia, CA 91007
* * est. gNlo�s[ 03/27/79 A
m� Ivo. /:504 g ARC IITECT-URE 18-3256 A
Ren. I 1-i9 INr,
9 of CAItI ]08]ORANGE WAY,FONTANA,CA 92335(909)355-6688 C-1 Clarification Detail •
DATE FILED
APPLICATION FOR HOMEOWNER ASSOCIATION
ARCHITECTURAL DESIGN REVIEW
qq
(SHORT REVIEW PROCEDURE)
PROJECT ADDRESS: SIS bt /� Lat 7
PROPERTY OWNER'SNAME�(fktl-cL Lt-r ajc-s Kax
ADDRESS(IF DIFFERENT):
r>
TELEPHONE NO.: EMAIL ADCDR°ESS,
:
• APPLICANT NAME(IF DIFFERENT): Lat4/044 " re
P -s."--r
ADDRESS: 11%B (Ora-KI-e. KJtI bcX -- CA-
9a 33
TELEPHONE NO.: 109 355— (ph/i
E-MAIL ADDRESS: 1-4-66A 1 A/l4 • L o ze? )Set-)
tatA •
DESCRIPTION OF PROJECT(Check applicable): -I 04/ Wer/
❑ Single-story remodel (includes window replacement) and/or addition(s)
❑ Detached accessory structure(s)and/or Accessory Dwelling Units-new, additions to, and/or remodels
• ❑ Fences and/or walls in and/or facing (i.e., visible from)front and street side yards
❑ Hardscape, landscaping and structural elements in front and street side yards, including without limitation,
swimming pools, spas, fountains and other water features
❑ Fences, lights, and other features related to tennis courts, sports courts or other significant paved features
❑ Mechanical equipment -
❑ Roofing
�roPose_d � r Paa; o C-ov ' Gear- covey-e-d ) _ Qpm I -4-11e-g
ACT &FINDINGS:
Approved The project is consistent 11-IESE PLANS HAVE BEEN with AnDIUPW5V(MBY THE
O ConditiRi {t1800163g X F+D�itii s?ti�profE tril'b�consistent with all
applicabl l3INERS ASSOCIATION.HOMEOWNER UNDERSTANDS AND
AGREES THAT ANY DEVIATION FROM 1 HESE APPROVED PLANS,f.�:tNT
PRIOR WRI I I UV AUTHORIZATION FROM THE ABB,CONCT1Ti ITE
REASONABLE CIIOUNDS FOR THF REMOVAL OF NON COMPLIANT
I P ENTS AT THEE OWNERS EXPENSE.
❑ Denied-The pr.": t rl4X5ri %Ment wit t e following guideline(s)
MI_ \ `I BY _S,i • Lk
*ATE_ IA ....�.�— BY W /
By =7i; . .Ir8on Date:
4
10/18
1d, ' City of Arcadia, CA Permit NO Plum-19-0650
\ / 7 Development Services Department -rv"-Y"�1f�'11,,� Permit Type Plumbing
! 240 West Huntington Drive,Post Office Box 60021 ri �l `I ( �, -
/ r WorkClassi cation:IPlumbing;Residential
Arcadia,CA 91066-6021 i<f +�- .J til' -L U L.'!._1 _
7 ^ (626)574-5416 - _ - . .. Permit StatusCIssued
ARCADIA lssueDeie:04/02/2019;1 Expiration:
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
875 Hugo Reid DR Arcadia,CA 5776033019
Contacts
LIZANNE WESTPHAL Owner H K CONSTRUCTION' Contractor
875 HUGO REID 8656 UTICA AVE 200,RANCHO CUCAMONGA,CA 91730
(909)987-1355 452543
Description:*k'C CEILINGaaHEATERS UNDER PATIO Valuation: $ 0.00 Tenant
Oat Total Sq Feet: 0.00 Plan Check N Plan N
Fees Amount1 Payments Amount Paid
Gas System(Outlets) $31.10 Total Fees $79.11
Plumbing Permit Issuance Fee $47.01 Cash/Receipt k REC-00851-19 $79.11
Solid Waste Management Fee 2 $1.00
Amount Due: $0.00
Total: $79.11
gra-/? F44 ( o COMP/E
TED
CALLS FOR INSPECTIONS
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.
ilif
April 02, 2019
Issued By: Date
April 02,2019 Page 1 of 1
4 r.f. oavyt,
Oen Yz:>3 S.a
1_ PERMIT/PLAN REVIEW APPLICATION
• cry
ri r 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. 0 I have and will maintain a certificate of consent to self-insure for workers'
License Class License No._� Date��� compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
-
O
Signature of Contractor iWNER-BUILDER DECLARATION 0 I have and will maintain workers'compensation insurance,as required by Section
0 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 .//7C-776—
demolish,or repair any structure,prior to its issuance,also required the applicant Policy 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 (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 there from and the basis for the alleged exemption. Any violation of 0 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.
compensation,will do the work,and the stricture is not intended or offered for
sale(Section 7044,Business and Professions Code:The Contractors License Date Signature
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
attomey'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
Date Signature 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. (nueNam�i- /i ''ti C,,,7„/ a
1 certify that I have read this application andstatethat 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
rr1`Arcadia to enteruponthe above-mentioned property for inspection purposes.
'ignature '�/ru�- LDate /�19 _ -
7-1•66 City of Arcadia, CA Permit NO. ROOF-18-2141
•'\‘ ‘Y‘
, , Development Services Department ~ +"""'"vr'� ®'J[��7 - Permit Type:Roof 240 West Huntington Drive,Post Office Box 60021 y ,. r
Arcadia,CA 91066-6021 iH, i WorkkGlassreonon: Reroof Residential
(626)574-5416 - ;"- '- Permit Status;Issued
ARCADIA Issue-Date:01/28/2019. Expiration: 05/14/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
875 Hugo Reid DR Arcadia,CA 5776033019
Contacts
LIZANNE WESTPHAL Owner H K CONSTRUCTION' Contractor
875 HUGO REID 8656 UTICA AVE 200,RANCHO CUCAMONGA,CA 91730
(909)987-1355 452543
Description:REROOF HOUSE/GARAGE WITH EAGLE DOUBLE Valuation: $ 15,000.00 Tenant
EAGLE PONDEROSA.30 SQ(JC) WITH STRUCTURAL CAL. HOA
APPROVAL Total Sq Feet: 0.00 Plan Check#18-2141 Plan U
Fees Amount payments Amount Paid
Building Issuing Fee $47.01 Total Fees $374.01
Building Permit Fees $320.75 Cash/Receipt N REC-00816-19 $374.01
Solid Waste Management Fee $6.25
Amount Due: $0.00
Total: $374.01
9' el,-/? 144
( *ter COWffTEll
CALLS FOR INSPECTIONS
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.
March 28, 2019
Issued By: Date
March 28,2019 Page 1 of 1
. 'R
, (/' k PERMIT/PLAN REVIEW APPLICATION
•EiD' Development Services Department,240 West Huntington Drive, Post Office Box 60021
mm„---
o
Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
0 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 o
Professions Code,and my license is in full force�and yeffect. / 'M■ I have and will maintain a certificate of consent to self-insure for workers'
(License Class /5 License No.'1' xp. Date / Z_' ompensation, 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 0 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 She work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions
is issued.My workers'comp sation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, arrier ecsier ,/-71e7
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 (Trus section need not be completed if the permit isfor 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 0 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
0 I, as owner , the property, forthwith comply with those provisions.
or my employees with wages as their sole
compensation,will do the work,and the structure is not intended or offered for
sale(Section 7044,Business and Professions Code:The Contractors License Date 3 oZ Signature �
Law does not apply to an owner of property jwho builds or improves thereon, .
or who does such work himself or herself or through his or her own - I
employees,provided that such improvements are not intended or offered for WARNING: Failureto 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($100,000),in addition to the cost of compensation;
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there isa construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for
further information.
/� �/ /
are fr,CH.(//� pc5 y 6L�7/�4 ( Title Vire f / n$/e P,2-7.--
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 sand State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon/the above-mentioned property for inspection purposes. /,��
ignature /� c ( Date 3/a �// 9
4 RA F
DOUGLAS�ANDRESEN ARCHITECTURAL ENGINEERING ��
17087 ORANE WAY, FONTANA, CA. 92335ta
", `"
(909) 355-6688 TEL.) doug.andresen@aaifirm.com torcAt
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WESTPHAL PATIO & RE-ROOF 18-3256
•
875 HUGO REID DRIVE 11 OCT. 2018
ARCADIA, CA 91007
SHEET INDEX: PAGES:
LOADING CONDITIONS 1
BEAM CALCULATIONS 2 -4
FOOTING CALCULATIONS 5-6
ROOF LOAD LOADS FLOOR
DEAD LOAD: DEAD LOAD:
CONCRETE TILE 9.5 PSF SHEATHING 2.0 PSF
SHTG 2.0 PSF GYP BOARD 2.0 PSF
FRAMING 3.0 PSF MISCELLANEOUS 8.0 PSF
INSULATION 1.0 PSF INSULATION 1.0 PSF
MISCELLANEOUS 2.0 PSF FRAMING 2.0 PSF
GYP BOARD 2.5 PSF TOTAL 15.0 PSF
TOTAL 20.0 PSF LIVE LOAD: 40.0 PSF
LIVE LOAD: 20.0 PSF WT= 55.0 PSF
WT= 40.0 PSF
INTERIOR WALLS EXTERIOR WALLS
DEAD LOAD: DEAD LOAD:
GYP BOARD 4.0 PSF STUCCO 10.0 PSF
FRAMING 2.0 PSF GYP BOARD 2.0 PSF
TOTAL 6.0 PSF MISC. 2.0 PSF
FRAMING 2.0 PSF
TOTAL 16.0 PSF
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CONSTRUCTION OF THIS PROJECT SHAIS. CALIFORNIA�N,dLr3N,FOIQ E'VV THTHE 2016 BUILDING CODE
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Project: 18-3255 1/7 WRY.4
page
P r'-. Andresen Architecture, Inc.
• Location:Beam#1 -Garage Bm(3-1/2"x 11-7/8"Parallam) r: �,(•yn. StruCalc 9.0
Roof Beam E S�" 17087 Orange Way of
[2016 California BuildingCode 2015 NDS)] """""'`::-+
( �:,:,�-�.,-,,,Fontana,CA 92335
3.5 IN x 11.875 IN x 20.0 FT
2.0E Parallam-iLevel Trus Joist StruCaic Version 10.0.1.6 10/17/2018 9:32:11 AM
Section Adequate By:39.5%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.44 IN L/543
Dead.Load 0.51 In
Total Load 0.96 IN L/251
Live Load Deflection Criteria:U240 Total Load Deflection Criteria:L/180
REACTIONS fi B Or"."
Live Load 1200 lb 1200 lb .r/SgV _ ti.tc ,r pn• . D
Dead Load 1395 lb 1395 lb �a v� d
Total Load 2595 lb 2595 lb (.waXS,r � •,• c Io" A4,,,, mai Ow
Bearing Length 0.99 in 0.99 in Z
BEAM DATA
Span Length 20 ft ,,..d -:. rJ .:' "..:.. =a. �•,.nua..c,_, f�. a :3as ,.
Unbraced Length-Top 0 ft - 20 ft
Unbraced Length-Bottom 0 ft A B
Roof Pitch 4 :12
Roof Duration Factor 1.15
MATERIAL PROPERTIES ROOF LOADING
Side One:
2.0E Parallam-Level Trus Joist Roof Live Load: LL= 20 psf
Base Value Adjusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 290 psi Fb'= 3339 psi
Tributary Width: TW= 3 ft
Cd=1.15 C .00
Side Two:
Shear Stress: Fv= 29
psi Fv'= 334 psi Roof Live Load: LL= 20 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Tributary Width: TW= 3 ft
Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi
Controlling Moment: 12974 ft-lb Wall Load: WALL= 0 plf
10.0 ft from left support Non-Snow Roof Loaded Area: RLA= 0 plf
Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Controlling Shear: -2595 lb Adjusted Beam Length: Ladj= 20 ft _
At support. Beam Self Weight: BSW= 13 plf
Created by combining all dead and live loads. Beam Uniform Live Load: wL= 120 plf
Beam Uniform Dead Load: wD_adj= 139 plf
Comparisons with required sections: ReddProvided Total Uniform Load: wT= 259 plf
Section Modulus: 46.63 in3 82.26 in3
Area(Shear): 11.67 in2 41.56 in2
Moment of Inertia(deflection): 350.24 in4 488.41 in4
Moment: 12974 ft-lb 22888 ft-lb
Shear. -2595 lb 9241 lb
Project:18-3256 page
1lTs- /
—;�—�., ^ Andresen Architecture,Inc.
Location:Beam#2-Liv.Rm.Bin(3-1/2"x 11-7/8"Parallam) 7, - StruCalc 9.0
Roof Beam x a 17087 Orange Way or
[2016 California Building Code(2015 NDS)] .,,. Fontana,CA 92335
1.75 IN x 5.5 IN x 16.0 FT
-
1.9E Microllam-iLevel Trus Joist StruCalc Version 10.0.1.6 10/17/2018 9:35:00 AM
Section Inadequate By:648.1%
Controlling Factor:Deflection/Depth Required 10.76 In.
DEFLECTIONS Center LOADING DIAGRAM
Live Load 3.84 IN U50
Dead Load 4.14 in
Total Load 7.98 IN U24
Live Load Deflection Criteria:U240 Total Load Deflection Criteria:L/180
REACTIONS A B
Live Load 960 lb 960 lb _
Dead Load 1036 lb 1036 lb •
Total Load 1996 lb 1996 lb
Bearing Length 1.52 in 1.52 in
BEAM DATA
Span Length 16 ft •'' �> y,�.,. --,'i,- -, .. 1 r,.�n �.c� ;, c,: .. �.,
Unbraced Length-Top 0 ftA ien Al_
Unbraced Length-Bottom 0 ft
Roof Pitch 4 :12
Roof Duration Factor 1.15
MATERIAL PROPERTIES ROOF LOADING
Side One:
1.9E Microllam-iLevel Trus Joist Roof Live Load: LL= 20 psf
Base Values Adiusted Roof Dead Load: DL= 20 psf
Bending Stress: Fb= 2600 psi Fb'= 3325 psi Tributary Width: TW= 3 ft
Cd=1.15 CF=1.11 Side Two:
Shear Stress: Fv= 285 psi Fv'= 328 psi Roof Live Load: LL= 20 psf
Cd=1.15 Roof Dead Load: DL= 20 psf
Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi TributaryWidth: TW= 3 ft
Comp..L 1
to Grain: Fc--t-= 750 psi Fc- '= 75D psi
Wall Load: WALL= 0 plf
Controlling Moment: 7984 ft-lb Non-Snow Roof Loaded Area: RLA= 96 plf
8.0 ft from left support
Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS
Controlling Shear: 1996 lb Adjusted Beam Length: Ladj= 16 ft
At support. Beam Self Weight: BSW= 3 plf
Created by combining all dead and live loads. Beam Uniform Live Load: wL= 120 plf
Beam Uniform Dead Load: wp adj= 129 plf
Comparisons with required sections: Rend Provided Total Uniform Load: wT= 249 plf
Section Modulus: 28.82 in3 8.82 in3
Area(Shear): 9.13 in2 9.63 in2
Moment of Inertia(deflection): 181.5 in4 24.26 in4
Moment: 7984 ft-lb 2445 ft-lb
Shear: 1996 lb 2103 lb
•
Project:18-3256 `t� vagtctii page
M ,Andresen Architecture, Inc.
Location:Beam#3-Existing 6 x 14 Bm(3-1/2"x 16"Parallam) -t ;• StruCalc 9.0
Multi-Loaded Multi-Span Beam - �� 17087 Orange Way of
[2016 California Building Code(2015 NDS)J : :.-k Fontana,CA 92335
3.5 IN 16.0 IN 23.0 FTS• ~
2.0E Parallam-Level Trus Joist StruCalc Version 10.0.1.6 10/17/2018 9:37:01 AM
Section Adequate By:74.5%
Controlling Factor: Deflection
DEFLECTIONS Center LOADING DIAGRAM
Live Load 0.29 IN IJ936
Dead Load 0.36 in
Total Load 0.66 IN L/419
Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240
REACTIONS 8 B
Live Load 1002 lb 918 lb
Dead Load 1282 lb 1192 lb
Total Load 2284 lb 2110 lb 1 2
Bearing Length 0.87 in 0.80 in
BEAM DATA Center
Span Length 23 ft ,. „ - a:,.., •, —..�,., ,, ,-.,.�.e,,.u,.. ..
Unbraced Length-Top 0 ftA- 23n 8
Unbraced Length-Bottom 23• ft
Live Load Duration Factor 1.00
Notch Depth 0.00
MATERIAL PROPERTIES UNIFORM LOADS Center
Uniform Live Load 0 plf
2.0E Parallam-Level Trus Joist
Uniform Dead Load 0 plf
Base Values Adjusted Beam Self Weight 18 plf
Bending Stress: Fb= 2900 psi Fb'= 2809 psi Total Uniform Load 18 plf
Cd=1.00 CF=0.97
Shear Stress: Fv= 290 psi Fv'= 290 psi POINT LOADS-CENTER SPAN
Cd=1.00 Load Number One lsy2
Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 960 lb 960 lb
Comp.--to Grain: Fc-1= 750 psi Fc--L'= 750 psi Dead Load 1036 lb 1036 lb
Location 7 ft 15 ft
Controlling Moment: 16322 ft-lb
14.95 Ft from left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Controlling Shear: 2284 lb
At left support of span 2(Center Span)
Created by combining all dead loads and live loads on span(s)2
Comparisons with required sections: Reed Provided
Section Modulus: 69.74 in3 149.33 Ina
Area(Shear): 11.81 Int 56 in2
Moment of Inertia(deflection): 684.65 in4 1194.67 in4
Moment: 16322 ft-lb 34954 ft-lb
Shear: 2284 lb 10827 lb
Project: 18-3256 NNW, A'
page
++Andresen Architecture,Inc.
Location:Ftg.#1 -Existing 12"x 12"Cont. Ftg OK(Bms 1 8.2) r (i • StruCalc 9.0
Footing .r- O. 17087 Orange Way e�
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[2016 California Building Code(2015 NDS)1 . _.T......_:--t7t Fontana,CA 92335 --
Footing Size: 1.0 FT x 2.0 FT x 12.00 IN
Section Footing Design Adequate StruCalc Version 10.0.1.6 10/17/2018 9:43:08 AM
CAUTIONS
•Footing has been designed without reinforcement
FOOTING PROPERTIES LOADING DIAGRAM
Allowable Soil Bearing Pressure: Qs= 1500 psf
Concrete Compressive Strength: Fc= 2500 psi
Reinforcing Steel Yield Strength: Fy= 40000 psi
Concrete Reinforcement Cover: c= 3 in
FOOTING SIZE I—a 1°—I
Width: W= 1 ft I I
Length: L= 2 ft T
Depth: Depth= 12 in
Effective Depth to Top Layer of Steel: d= 10 in
COLUMN AND BASEPLATE SIZE 121n
I
Column Type: Wood
Column Width: m= 4 in -r-
Column
Column Depth: n= 4 in 31n
FOOTING CALCULATIONS - i
• eft I
Bearing Calculations: I-4In—I
Ultimate Bearing Pressure: Qu= 1298 psf I I
Effective Allowable Soil Bearing Pressure:Qe= 1350 psf —
Required Footing Area: Areq= 1.92 sf
Area Provided: A= 2.00 sf
Baseplate Bearing:
Bearing Required: Bear= 3594 lb 121n
Allowable Bearing: Bear-A= 37400 lb
Beam Shear Calculations(One Way Shear): -,-
Beam
Beam Shear. Vu1 = 300 lb 3 In
Allowable Beam Shear: Vol = 4400 lb
Punching Shear Calculations(Two Way Shear): I__-1«_
Critical Perimeter: Bo= 24 in
Punching Shear: Vu2= 0 lb _
Controlling Allowable Punching Shear: vc2= 0 lb FOOTING LOADING
Live Load: PL= 1200 lb
Dead Load: PD= 1395 lb
Total Load: PT= 2595 lb
Ultimate Factored Load: Pu= 3594 lb
Footing plus soil above footing weight: Wt= 193 lb
Short Direction' Long Direction'
Bending Calculations: Bending Calculations:
Factored Moment: Mu= 5391 in-lb Factored Moment: Mu= 10782 in-lb
Nominal Moment Strength: Mn= 55000 in-lb Nominal Moment Strength: Mn= 27500 in-lb
3e
yto/ page
Project: 18-3256 ` at.f Andresen Architecture, Inc.
Location:Ftg.#2-New Pier Ftg(Bm 3)(2'-0"Sq x 12"Dp) • t -• ` StruCalc 9.0 /
Footing - -,•,._.._ .17087 Orange Way or
[2016 California Building Code(2015 NDS)] a'; Fontana,CA 92335
Footing Size:2.0 FT x 2.0 FT x 12.00 IN
Reinforcement:#4 Bars @ 8.00 IN.O.C.EMI/(3)min. StruCalc Version 10.0.1.6 10/17/2018 9:44:33 AM
Section Footing Design Adequate
FOOTING PROPERTIES LOADING DIAGRAM
Allowable Soil Bearing Pressure: Qs= 1500 psf
Concrete Compressive Strength: Fc= 2500 psi
Reinforcing Steel Yield Strength: Fy= 40000 psi
Concrete Reinforcement Cover: c= 3 in
FOOTING SIZE
Width: W= 2 ft
Length: L= 2 ft
Depth: Depth= 12 in
Effective Depth to Top Layer of Steel: d= 8.25 In
COLUMN AND BASEPLATE SIZE
Column Type: Wood
Column Width: m= 4 in
Column Depth: n= 4 in j---4 In
FOOTING CALCULATIONS
Bearing Calculations:
Ultimate Bearing Pressure: Qu= 571 psf
Effective Allowable Soil Bearing Pressure: Oe= 1350 psf
Required Footing Area: Areq= 1.69 sf
Area Provided: A= 4.00 sf 12In
Baseplate Bearing:
Bearing Required: Bear= 3142 lb
Allowable Bearing: Bear-A= 44200 lb
Beam Shear Calculations(One Way Shear): T
Beam Shear. Vu1 = 491 lb gr"
Allowable Beam Shear Vc1 = 14850 lb — 1
Punching Shear Calculations(Two Way Shear):
zn
Critical Perimeter: Bo= 49 in I
Punching Shear. Vu2= 2323 lb
Allowable Punching Shear(ACI 11-35): vc2-a= 90956 lb FOOTING LOADING
Allowable Punching Shear(ACI 11-36): vc2-b= 132413 lb Live Load: PL= 1002 lb
Allowable Punching Shear(ACI 11-37): vc2-c= 60638 lb Dead Load: PD= 1282 lb
Controlling Allowable Punching Shear: vc2= 60638 lb Total Load: PT= 2284 lb
Bending Calculations: Ultimate Factored Load: Pu= 3142 lb
Factored Moment: Mu= 9425 in-lb Footing plus soil above footing weight: Wt= 387 lb
Nominal Moment Strength: Mn= 169965 In-lb
Reinforcement Calculations:
Concrete Compressive Block Depth: a= 0.46 in
Steel Required Based on Moment: As(1)= 0.03 in2
Min. Code Req'd Reinf.Shrink./Temp.(ACI-10.5.4):As(2)= 0.58 Int
Controlling Reinforcing Steel: As-reqd= 0.58 in2
Selected Reinforcement: #4's @ 8.0 in.o.c.e/w(3)Min.
Reinforcement Area Provided: As= 0.59 in2
Development Length Calculations:
Development Length Required: Ld= 15 In
Development Length Supplied: Ld-sup= 9 in
Note:Plain concrete adequate for bending,
therefore adequate development length not required.