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Home My WebLink AboutX2022-0280 - MiscSOUTHWESTOO� 00000000000� Inspection & Testing, Inc. 441 Commercial Way, La Habra, CA 90631-6168 (562)941-2990 (714)526-8441 FAX (562)946-0026 FIELD DATA ON TEST SPECIMENS --- ASTM C31, C138, C143, C172, C173, C231, C1064 --- CONCRETE: X MORTAR: SHOTCRETE: CORES: GUNITE: ADDRESS: 29 INVERNESS, NEWPORT BEACH JOB #: DATE: 08/24/2022 JOB NAME: BURKE RESIDENCE PERMIT #: S2022-0030 ISSUED BY: NEWPORT BCH ARCHITECT: ENGINEER: PMA CONTRACTOR: UNITED CONTRACTORS SUB: DEVOR LOCATION IN STRUCTURE: POOL WALLS TRACT: PHASE: LOT #: CONCRETE SUPPLIER: GARY BALE PLANT: # 2 MIX #:.453/8SC TYPE OF CEMENT: V ADMIXTURE: TICKET M 353109 SLUMP: 2.00 in. WATER ADDED: 10 gal. AIR TEMP: 66 F CONCRETE TEMP: 82 F MIXING TIME: 50 min. TIME CAST: 08:00 DATE CAST: 07/27/2022 RECEIVED AT LAB: 08/02/2022 SPECIMENS MADE BY: THOMAS GEORGE SPECIFIED PSI @ 28 Days: 4500 LAB #: 211870 CLIENT: DEPUTY 1 INSPECTION TESTING INFORMATION: SAMPLE IDENTIFICATION: 2305206 2305207 2305208 2305209 AGE DAYS: 7 28 28 28 DATE TEST: 08/03/2022 08/24/2022 08/24/2022 08/24/2022 SIZE (in.): Height X Diameter 8.000 X 4.000 8.000 X 4.000 8.000 X 4.000 8.000 X 4.000 AREA (in.Al): 12.57 12.57 12.57 12.57 CRUSH LOAD (lbs.): 38210 73110 69880 71760 COMPRESSIVE STRENGTH (psi.): 3040 5820 5560 5710 HEIGHT -DIAMETER RATIO: CORRECTION FACTOR: CORRECTED STRENGTH (psi.): BREAK TYPE: IV II IV III C.T.M. USED: Forney96 Forney96 I Forney96 Forney96 REMARKS: ASTM C39, C174, C192, C470, C617, C42 COMPLIES: X DOES NOT COMPLY: FOR INFORMATION: THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE APPROVAL OF SOUTHWEST INSPECTION AND TESTING, INC. SAMPLES CAST BY OTHERS: NOTICE:These test results are from samples cast by inspectors or technicians not employed by our firm. They were either delivered to our laboratory or picked up by our driver. We will accept no responsibility for the inspection made on the jobsite by the inspector, furthermore we do not take responsibility for any information on this report other than the strength as tested and reported. ASTM C39 BREAKS: I=CONE - II=CONE AND SPLIT RESPECTFULLY SUBMITTED SOUTHWEST INSPECTION AND TESTING ZAFAR AHMED 2i V'" PRINCIPAL ENGINEER III=COLUMNAR - IV=SHEAR - V=SIDE FRACTURES - VI=POINTED 22/097 CHRISTOPHER JEAN & ASSOCIATES, INC. ACOUSTICAL CONSULTING SERVICES May 17, 2022 MR. BRAD KINNEY TUSCANY CONSTRUCTION CO. 1560 Superior Avenue, Suite B3 Costa Mesa, CA 92627 Business License: #BT30044674 SUBJECT: RESULTS OF ACOUSTICAL CERTIFICATION MEASUREMENT FOR 11 SINGLETREE DRIVE -- CITY OF NEWPORT BEACH Dear Mr. Kinney: We are pleased to inform you that the pool equipment installation located at 11 Singletree Drive in the City of Newport Beach complies with the City's 55 dBA noise limit. No additional noise, mitigation is necessary. The installation was measured on Tuesday, May 17, 2022, using a Larson Davis Model 700 Type 2 Sound Level Meter. The installation was observed to consist of two Jandy EPump pumps, one INTEX pump, and a Jandy JXi heater, all located in a side yard setback. The measurement microphone was placed just over the top of the nearest common property line wall directly opposite the pool equipment. The measurement reported a level of 55 dBA with all equipment operating. This level meets the City's 55 dBA noise limit. Thank you, and if there are any questions, please do not hesitate to call. by: C�p-iZoph_et`fea P,.O. BOX 2325 • FULLERTON, CALIFORNIA • 92837 PHONE: 714-805-0115 1 SEW POST a� CITY OF NEWPORT BEACH v y i COMMUNITY DEVELOPMENT DEPARTMENT Cq��ORN�P BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 29 INVERNESS LANE Report Date: 617 M Z2 CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Addre s (if different from site); Owners Telephone #: CNB Plan Check #: DAMIEN AND AMANDA BURKE Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License J Reg. #: PLAMEN PETROV, P.E. CONSULTING@PMA-BG.COM (714) 717-7542 C 66947 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab Pif Concrete ❑ Steel ❑ Concreted ,Q j^ T at oundation Pres oncrete ❑ Masonry ❑ Concrete ❑ Steel Deck -74- ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: X ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom 1 have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. Z �4Q ESS/(yl Isso No 66947 J sTgT C I V \� STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. For SwcWa[Ob try fion ,oa&Inswcrions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 29 INVERNESS LANE O,%/ZO 2Z Report Date: CNB Inspector Name: CNB Permit #: Building Owner Name: Owner's Mailing Address (if different from site); Owners Telephone #: CNB Plan Check #: DAMIEN AND AMANDA BURKE Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License I Reg. fk. PLAMEN PETROV, P.E. CONSULTING@PMA-BG.COM (714) 717-7542 C 66947 PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED (check applicable boxes) FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (FloodRoof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck SI aissons Piles, Gra a eams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other. )' ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. QRpFESS/ S$t7G10 - C No.0 66947 0- * 9TFCF CAUF�� STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. F..n LStr .106re,.tio,u ,ft&ln,tr c,i.0 ACOUSTICAL ENGINEERING ANALYSIS 29 Inverness Ln Newport Beach, CA 92660 June 25, 2024 GTS - Glabman Technology Solutions 2318 Newport Blvd. Costa Mesa, CA 92657 Tel:714-545-5505 E-mail: Info@glabman.com P N y r j G G f p fotdAd Bonita Canyon Park Newport Q\ aF� QVillas Fashion Island Apartment Homes BIG CANYON okloA /az. % Big Canyon® a Country Club � oP 41 Ae pop Cm,,, PROJECT VICINITY Pickleball Courts Bonita Canyon Fp Sports Park iRd a a s 0 0 'moo Port Ashley Pl Andersen Elementary School/ J M p data 02a24 <�I n- PROJECT SITE GTS 4