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HomeMy WebLinkAboutS2018-0221 - Misc (4)City of Newport Beach Special Inspector Manual CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport ©each. CA 92658 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project Address: 923 Springtide Drive Permit Number: 2018-0221 Inspection Type (s): Shotcrete Inspection Date (s): 7-22-19 ( ) Periodic (X) continuous Describe Inspection, Including Locations : 1 Inspected pneumatically applied placement of approx. 20 d3 of ASTM C-94 Shotcrete for pools, per National mix #S80015(4500 psi. 3/8" agg_ 2") slump at new__ Spa A) Performed water control and sampling of Shotcrete for compressive strength_ testing List Tests Made: Slump, temperature. Total Inspection Time Each Day; Date: 7-22-19 List All Items Re ufdng Correction Include Previously Listed Uncorrected Items t Comments: To the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applicable workmanship provisions of the U.A.C. except as noted above. u _ - - /-LL-IU Print Full Name; Newport Beach Registration No.: David K. Archuleta NB-0690 .[e..a nnVr:l m'l . GW1^_111 67 PROJECT NAME: wiT�emhng fl Uivleiun u£CLf Partners lnc TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB) INSPECTION FIRM OR CLIENT. ARCHULETA INSPECTIONS PROJECTADORESS: 923 Springfide Drive INSPECTOR'S NAME: David Archuleta Newport Beach, Ca INSPECTOR'S LICENSE NO.: NB-0690 PERMIT NUMBER: 201 B-0221 FIELD IDENTIFICATION: NR CAST DATA (ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE) CAST DATE 7122/19 DESCRIPTION SHOTCRETE CONTRACTOR Blue Fountain Pools SPECIFIED PC -PSI 4,500 CEMENT TYPE II / V CONIC. SUPPLIER Natlonal Ready Mix Concrete CASTBY David Archuleta ADMIXTURE Flyash PLANT Irvine NO. OF SAMPLES 3 SLUMP(C1431 2-in. MIX DESIGN NO. 880015 TOTALYARDS 20 AIRTEMP(C1664) 76'F TICKET NUMBER 315271 CAST/MIXTIME NR 67 min. - CONCRETE TEMP(C1D64) 90'F LOCATION OF POUR Spa NOTES Specimens Were mat using 4" x 8" cylindrical molds NR an Not Reported. Results relate only to the tested specimens. LABORATORY COMPRESSIVE STRENGTH DATA PER ASTM C 39 DATE SPECIMENS RECVD. 7/23119 EQUIPMENT USED FORNEY REPORT DATE 8/19/19 SN OF EQUIPMENT F-25EX-F-CPILOT TECHNICIAN On File CALIB. DATE 914/18 SPECIMEN IDENTIFICATION NUMBER AGE AT TEST (DAYS)' DATE OF TEST TIME OF TEST SPECIMEN DIMENSIONS4N.1 AREA SQ. IN. LOAD LBS. F'C PSI BREAK TYPE. 1 IN. 2 IN. 3 IN. 4 IN. PT-40615.1. 1 7 7/29/19 9:16AM 4.00 4.01 NA NA 12.80 63,900 6,072 5 PT-40615.1. 2 28 8/19119 9:02AM 4.01 4.01 NA NA 12.63 83,630 6,622 3 PT-40615.1. 3 26 8/19/19 9:05AM 4.01 4.01 NA NA 12.63 81,400 6,445 3 Avg. PC 2S = 6,534 'TeatSchadun Pmvltletlby Ne Cllenl °Dimendone 1 enE 2= Dlamele,a- Gimenuone 3 antl d= HepFS Nq tl Cylintler2Y IIO> i.B 3&eak Type Deaigaallon Per ASTM C39 Figure Z 1=Cone, 2=Cone and Cad, 3=Columnar, 4=Diagonal, S=Sitle Redum, 6=Ede FracWre Ford COMPLIANCE WITH SPECIFIED STRENGTH I COMMENTS: THE TWO -SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE AUTHORIZED SIGNATURE 81" SECURA WAY, SANTA FE SPRINGS, CA 90670 I OFFICE 4M-2605956 I FAX 424-263d867 WEBW ..PYRAMIDTESMNG.COM I EMAIL PYRAMIDTESTNG@GMAIL.COM ACOUSTICAL ENGINEERING ANALYSIS 923 Spring Tide Dr. Newport Beach, CA 92660 For: Blue Fountain Pools 4000 MacArthur Blvd. Suite 600 Newport Beach, CA 92660 June 25, 2020 YANCHAR DESIGN & CONSULTING GROUP 26741 Portola Parkway, Suite 1E, Foothill Ranch, CA 92610•' Tel: 949.770.6601 Fax: 949.770.6575 E-mail: info@yanchardesign.com Blue Fountain Pools/923 Spring Tide Dr. June 25, 2020 1.0 Introduction At the request of Blue Fountain Pools, Yanchar Design & Consulting Group has completed field measurements and an acoustical analysis of the spa equipment located at 923 Spring Tide Dr., Newport Beach, CA. 2.0 Project Description The property is a two-story single-family residence. The spa equipment is located approximately 14 inches from the western property line. The adjacent property to the west is a single-family residence. The properties are separated by a 5'/2 high concrete masonry wall. The City of Newport Beach requires a sound test by an acoustical engineer is required to demonstrate that the noise level from the pool or spa pump is less than 55 dBA at the property line. NBMC10.26. 025. YANCHAR DESIGN & CONSULTING GROUP 2 Blue Fountain Pools/923 Spring Tide Dr. June 25, 2020 2.0 Field Measurements Measurements were made at the site on June 25, 2020 to determine the average sound level of the spa equipment at the property line The ambient noise level at the property was dominated by nearly continuous traffic on Jamboree Blvd. approximately 350 feet to the east, intermittent aircraft overflights, birds or gardening noises. The ambient noise was consistently between 52 and 55 dBA. During the few brief periods where the traffic subsided, the equipment measured 47.7 dBA at the property line with the equipment operating at normal conditions. Therefore, the equipment meets the requirements of the City of Newport Beach Municipal Code A Bruel and Kjaer Model 2231 Integrating Sound Level Meter, Serial Number 1413393, and Microphone Model 4189, Serial Number 2305616 and CEL Instruments Model CEL-284/2 Calibrator, Serial Number 4/09023134, were used for the measurements. Respectfully submitted, Yanchar Design & Consulting Group Carl J. Yanchar President YANCHAR DESIGN & CONSULTING GROUP 3 SOILS AND GEOLOGY GROUP Soils Engineering • Engineering Geology 17231 EAST RAILROAD STREET, SUITE 200, CITY OF INDUSTRY, CA 91748 TELEPHONE (626) 964-2314 FAX (626) 966-3802 NOTICE OF g1, 64" vo-riery', INSPECTION JOB LOCATION 72- 3 v r- i 1221 % l - />>• , JOB NO. Ilf" DUV DATE OF INSPECTION CLIENVOWNER /3/vd, )C-uV/-7Lal*l? �uJ CLIENT'S ADDRESS DESCRIPTION OF AREA INSPECTED: tAeg Z'L 2042 JOB SUPERINTENDENT: SIGNATURE ITI ITI INSP TED Bl�����i I , / • 97 SIGNAT Py cftftftft id Tess Inc A aftab /nn.ofCCIP,„� lnc TEST SPECIMEN AND COMPRESSIVE STRENGTH DATA SHEET PROJECT AND CAST DATA (PERFORMED BY OTHERS AND NOT VERIFIED BY LAB) PROJECT NAME: Spa INSPECTION FIRM OR CLIENT: ARCHULETA INSPECTIONS PROJECTADDRESS: 923 Spdngtide Drive INSPECTOR'S NAME: David Archuleta Newport Beach, Ca INSPECTOR'S LICENSE NO.: PERMIT NUMBER: 2018-0221 FIELD IDENTIFICATION: CAST DATA (ATTACH DATA SHEET OF OTHERS WHEN AVAILABLE) CAST DATE 7/22/19 DESCRIPTION SHOTCRETE CONTRACTOR Blue Fountain Pools SPECIFIED File -PSI 4,500 CEMENT TYPE II/v CONC. SUPPLIER National Ready Mix Concrete CAST BY David Arch u lets ADMIXTURE Flyash PLANT Irvine NO. OF SAMPLES 3 SLUMP(C143) 2-in. MIX DESIGN NO. S80015 TOTALYARDS 20 AIRTEMP(C1064) 76'F TICKET NUMBER 315271 CAST/MIXTIME NR 67 min. CONCRETE TEMP(C1064) g0"F LOCATION OF POUR Spa NOTES Specimens were cast using 4" x 8" cylindrical molds NR = Not Reported. Results relate only to the tested specimens. LABORATORY COMPRESSIVE STRENGTH DATA PERASTM C 39 DATE SPECIMENS RECVD. 7/23/19 EQUIPMENT USED FORNEY REPORT DATE 8/19119 SN OF EQUIPMENT F-25EX-F-CP1LOT TECHNICIAN On File CALIB. DATE 9/4/18 SPECIMEN IDENTIFICATION NUMBER AGE AT TEST (DAYS) DATE OF TEST TIME OF TEST SPECIMEN DIMENSIONS -IN.° AREA SQ. IN. LOAD LBS. F'c PSI BREAK TYPE' 1 IN. 2 IN. 3 IN. 4 I IN. PT-40615.1. 1 7 7/29/19 9:16 AM 4.00 4.01 NA NA 12.60 63,900 5,072 5 PT-40615.1. 2 28 8119/19 9:02 AM 4.01 4.01 NA NA 12.63 83,630 6,622 3 PT-40615.1. 3 28 8/19/19 9:05 AM 4.01 4.01 NA NA 12.63 81,400 6,445 3 Avg. F'c = 6,534 Teel Schadele Provided by the Client °Dlmenelona 1 and 2 = Diamalers: Dimensions 3 and 4= Hel96l: NAit Cylinder 22, va > 1.6 'Break Type Designation Per ASTM C39 Figure 2: 1=Cone , 2=Cone and Coach, 3=Columnar, 4=Diagonal, 5=Sid 8 resides, 6-Add Fra mm Point COMPLIANCE WITH SPECIFIED STRENGTH / COMMENTS: THE TWO -SAMPLE AVERAGE 28-DAY COMPRESSIVE STRENGTH EXCEEDS THE SPECIFIED VALUE AUTHORIZED SIGNATURE 8145 SECCURA WAY, SANTA FE SPRINGS, CA 90670 1 OFFICE 424-263-5955 I FAX 420.263-5987 WEB WWW.PyRAMIDTESTING.COM I EMAIL PYRAMIDTESTING@GMAIL.COM City of Newport Beach Special Inspector Manual �t k' CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT J ��Rta BUILDING DIVISION 100 Civic Center Drive I P,O. Box 1768 1 Newport Beach, CA 92658 ,%wv, oe..nortLaachva eov 1 (949) 644-3200 SPECIAL INSPECTION REPORT Project address: 923 Springtide Drive Permit Number: 2018-0221 Inspection Type (s): Shotcrete Inspection Date (s): 7-22-19 ( ) Periodic (X) Continuous Describe Ins ectfon, Including Lantion(s): 1. Inspected pneumatically applied placement of approx. 20 d3 of ASTM C-94 Shotcrete for pools per National mix #S80015 (4500 psi 3 8" agg. 2") slump at new Spa. A) Performed water control and sampling of Shotcrete for compressive strength testing. List Tests Made: Slump, temperature. Total Inspection Time Each Day: Date: 1 7-22-19 I Hours: 4, List All Items Requiring Connection (include Prevlousiy Listed Uncorrected items): Comments: To the best of m knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications an applicable workmanship provisions of the U.B.C. except as noted above. ci ectar ignature: Date: 7-22-19 Print Full Name: Newport Beach Registration No.: David K. Archuleta NB-0690 67 9 City of Newport Beach Special Inspector Manual ,gkf CEIVEO COMMUNITY} CITY OF NEWPORT BEACH OEVELOPMENT COMMUNITY DEVELOPMENT DEPARTMENT AUG ® 6 2019 BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 vc. in•wGnr'i i ❑�„ 1 (949) 644-3200 CITY OP SPECIAL INSPECTION REPORT %PORT eaPO?' Project Address: 923 Springtide Drive Permit Number: 2018-0221 Inspection Type (s): Shotcrete Inspection Date (s): 7-22-19 ( i Periodic (X) Continuous .Describe Inspection, Including Locations : 1. Inspected pneumatically applied lacement of approx. 20 d3 of ASTM C-94 Shotcrete for pools, per National mix #S80015 (4500 si 3 8" agg. 2") slump at new Spa. A Performed water control and sampling of shotcrete for compressive strength testing. List Tests Made: Slump, temperature. Total Inspection Time Each Day: Date: 7-22-19 Hours: 4 List All items Requiring correction (Include previously Listed uncorrected items): Comments: to the best of my knowledge, the work inspected was in accordance with the Building Division approved design drawings, specifications and applicable workmanship provisions of the U.D.C. except as noted ahovp. ci ector ignature: Date: 7-22-19 Print Full Name: Newport Beach Registration No.: David K. Archuleta NB-0690 67