HomeMy WebLinkAboutSNEW-18-1348 1
f" ' : `"` ' Permit NO SN ew 1841348.
+1 I City of Arcadia, CA
t Development Services Department t" ) r �"e n'i; Permit Type Single Family New.
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240 West Huntington Drive,Post Office Box 60021
1 �r ,4 Work Classification SFR-New Dwelling'
Arcadia,CA 91066-6021 `-`-a ..,. 1 :
+L.� (626)574-5416 , Permit Status Issued:'
ARCADIA Issue Date 07/31/2018' Expiration: 01/27/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
215 Walnut AVE Arcadia,CA 5787004002
Contacts
YOUNG,STEWARD K AND SHENA H AND - Owner WALKER WORKSHOP* General Contractor(B)
YOUNG,SEAN 5574 WASHINGTON BLVD,LOS ANGELES,CA 90016
225 Walnut Ave,Arcadia,CA 91007 (310)752-9929
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Description:5 BED,7 BATH,FAMILY,MECHANICAL ROOM, Valuation: $914,715.69 Tenant c
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LIVING,DINING,BAR,KITCHEN,LAUNDRY,OFFICE.
Total Sq Feet: 6,419.00 Plan Check#B00-057-L Plan#32562
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Fees Amount Payments Amount Paid
Building Issuing Fee $44.35 Total Fees $22,042.47
Building Permit Fees $6,847.50 Cash/Receipt#REC-001878-2018 $22,042.47
Grading Issuance Fee $44.35 Amount Due: $0.00
Grading Permit Fee(1-1000 CY) $450.00
Green Building Standard $37.00
LID Plan Check Fee $100.00
.. Off Site Plan Check(Per Site) $240.00
- Parks&Recreation Fee(SFR) $11,499.75
Single Family/Condo/Townhome Impact $1,983.00
Fee
Solid Waste Management Fee $6.25 CALLS FOR INSPECTIONS
Strong Motion Inst.Program Res $118.92 Request for inspection by telephone at 626-574-5450. Leave a message
SWMF FEE 2 $1.00 requesting the address,timeframe and what inspection item is needed.
SWMF FEE 2 $1.00
WELO Permit Fee $625.00
WELO Permit Issuance $44.35 This permit/plan review expires by time limitation and becomes null and
Total: $22,042.47 ' 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
p Arcadia building inspector fora period of 180 consecutive days.
CO1PLE1ES
4 -S _k7„
611) July 31, 2018
Issued By: Date
July 31,2018 Page 1 of 1
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PRESSURE TREATED SILL PLATE WITH
SHEARWALL PER PLAN ) ANCHOR BOLTS PER SHEARWALL
AND SHEARWALL SCHEDULE SCHEDULE (48"O.C.MAX.)
BOUNDARY NAILING PER
SHEARWALL SCHEDULE SLAB THICKNESS AND REINFORCING PER
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Cl) CIVIL Q'� No. 7? 94 o #4 DOWELS @ 16"O.0
(2)#4 BARS TOP AND BOTTOM
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TYPICAL EXTERIOR FOUNDATION 6
` y REPORT OF ULTRASONIC TESTING OF WELDS
Project Name Young's Residence Permit No. Snew-18-1348
Contract/Project Specification AWS D1.1 and approved structural drawings;CBC chapter 17;Special Inspection
Ultrasonic Testing Procedure AWS D1.1-2015 SECTION 6 PART F
Acceptance/Rejection Criteria AWS D1.1-2015,TABLE 6.2 Page No. 2 of 3
ULTRASONIC EQUIPMENTS
Manufacturer Type of Block Angle. Mfg. Model f(MHz) Size(In.) Serial No. Horizontal Linearity,Gain Control
in Sonatest m IIW TYPE I 2 0 SONATEST SLM 1025 2.25 1.0 1707/01 m 2/1/2019
Model ta Type of Material H Angle Mfg. Model 1(MHz) Size Serial No. a: Internal Reflectors,Resolution
3 150 S 1018 STEEL a 70 SONATEST PSS75752 2.25 0.75 X 0.75 1650/87 Q, 3/10/2019
eD Serial No. C, Serial No. A Angle Mfg. Model f(MHz) Sire Serial No. j Index.Angle,Distance/Sweep,Sensitivity
D06011 .4 60 SONATEST PSS75752 2.25 0.75 X 0.75 1650/85 Prior Testing
ULTRASONIC TESTING OF MATERIALS
Surface Condition Thickness Joint Type Welding Process Exam from Face Volumetric Exam In Leg Reference Level Scanning Level
Clean 1/2" Butt -joints FCAW A&B 1ST&2ND 52 db TABLE 6.2
Items Examined/Tested: CJP welds
Floor Weld ID, pc mark Interpretation
No. gridlines, location Description #weld(s) Accepted Rejected Repaired Remarks
Roof D&E/11(N) CJP of welds top&bottom of cantilever 2 2 0 0 2 CJP UTOK
beam to column.
D&E/11(S) CJP of welds top&bottom of cantilever 2 2 0 0 2 CJP UTOK
beam to column.
D&E/11 CJP of welds of(8)continuities plates 16 16 0 0 16 CJP UTOK
to flanges of column.(both sides)
D&E/11 CJP of moment beam at web and 6 6 0 0 6 CJP UTOK
flanges to column.(Both sides)
Roof D&E/8(N) CJP of welds top&bottom of cantilever 2 2 0 0 2 CJP UTOK
beam to column.
D&E/8(S) CJP of welds top&bottom of cantilever 2 2 0 0 2 CJP UTOK
beam to column.
D&E/8 CJP of welds of(8)continuities plates 16 16 0 0 16 CJP UTOK
to flanges of column.(both sides)
D&E/8 CJP of moment beam at web and 6 6 0 0 6 CJP UTOK
flanges to column.(Both sides)
Tested Accepted Rejected Repaired Final Acceptance Final Rejection
Total Welds 52 52 0 0 , ' ? ` >,, ,q00
Comments:
INDICATION(S)FOUND ON REJECTED WELDS
DECIBALS(dB) DISCONTINUITY(in.)
a an E _ tD a� c f0 O1 ' 2 = a fn DISTANCE 3 N REMARKS
c tT 7) J O-' N Q =— tY _ c y N co
J C cl - < li -1 a b c d 3 ¢ o = 0 ¢ From X From Y o o (Discontinuity Evaluation)
The work 2was Dwas not inspected in accordance with the requirements of the approved documents.
The work inspected ®met ' not meet the requirements of the approved documents.
Inspector Paul Tran Level UT LEVEL II/SNT-TC-1A/CP-189 Date March 19,2019
215 Walnut Avenue Photo Page 1
4.111
This Carrotwood tree,Cupaniopsis anacardioides,is the only tree meeting both size and setback protection
criteria. Trunk diameter is 14 inches and it falls within 40 feet of the front property boundary. This tree
needs permission from the City to remove. Photo looks north.
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This multi-trunk Juniper,Juniperus chinensis`Hetzii' has trunks of 11-9-4 inches diameter
but is located more than 10 feet inside the property. Thus it is not protected.
Photo looks north.
Craig Crotty,Consulting Arborist November 1,2016
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