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Home My WebLink AboutM2023-0039 - MiscReport of Special Inspection Project Name & Address Robert Voss Res. 3907 Marcus Ave Permit Nwnber M2023-0039 Inspection Type(s) R/C jj ��jj Inspection Datc(s) 10-5-23(B) �eriodic LV ICont nuous Describe Inspection Made, including locations: Epoxy Observed the installation of rebar dowels per schedule and details on the approved plan. Verified the hole depths and proper cleaning with a nylon brush and compressed air prior to the epoxy. Type of epoxy used Simpson xp, ESR 2508, expiration 2024. Plan sheet S-2. Location: New 8"x12"x10' Pile Cap Detail S-5 / K 1) (2) 5/8" threaded rods into top of T-Pile with min. 6" embed. Work is complete for the areas listed. List Tests Made Total Inspection Time Each Day: List Items Requiring Correction, Include Uncorrected Items Previously Listed: To the best of my knowledge, the work inspected was in accordance with the Building Department approved design drawings, specifications and applicable workmanship provisions of the IBC except as noted above. �/ c;..,..a. i i, n— 10-5-23(B) Print Full ame: / Jon NB-0303 MW st4z.±oo NBC Consultants Inc. 6941 Dresden Circle Huntington Beach, CA 92647 Office 714-943-2777 Fax 714-892-5829 REGISTERED INSPECTOR'S REPORT Job No. Date 10-5-23(A) Tigre TYPE OF Reinforced Concrete Structural Steel Assembly uality Control INSPECTION Post Tenebn Concrete fre Proofing poxy Reinforced Masonry REQUIRED Wood Construction epheR ebar Bar Ceilings iher Piles _11 Job Address: 3907 Marcus Ave I city: Newport Beach Job Name: Robert Voss Res. Permit NO.: M2023-0039 Issued By: Newport Beach ype or3ff 5afar—s Boat Dock Architect: WS & Associates Material Description (type, grade, source): Engineer. WS & Associates Conic Piles Contractor. South Shore Marine Bill To: Subcontractor: South Inspectors (a) Name: Jon Newsom Contact into: Max @ 714-732 6127 TEST PERFORMED Email Add: TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY - LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS REMARKS. ETC. INCLUDES INFORMATION ABOUT AMOUNT OF MATERIAL PLACED OR [WORK PERFORMED, NUMBER, TYPE & IDENTIFICATION NO'S OF TEST SAMPLES TAKEN: STRUCTURAL CONNECTIONS (WELD MADE. H.S. BOLTS TORQUE) CHECKED, ETC. Marine Piles Scope of work - Remove and replace (3) Conc. Piles at floating dock. Observed the placement of concrete marine piles per schedule and details on the approved plan. Schedule on Plan sheet S-2 and details on sheet S-4. Piles installed by way of water jetting. Locations: Boat Dock Pile # 1 = 14"sq. x 26' Long, with min. 15' ft. embed. Pile # 2 = 14"sq. x 26' Long, with min. 15' ft. embed. Pile # 3 = T-Pile 3'x14"sq. x 26' Long, with min. 15' ft. embed. Locations: 1) Pile # 3 T-Pile installed today. Work is complete for the areas listed. The Pulley Broke off the Jib and fell into the water. NOTE: Plans call for T Tx14"sq. x 26' long pile. What they installed was a 3' Tx14"sq. x 26' Need approval from the engineer. Contractor Showed me the Approved Revision. " CERTIFICATE OF COMPLIANCE CONTINUED ON NEXT PAGE ❑ OF I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE TIME IN TIME OUT 0-T. SAMPLES ALL OF THEABOVE REPORTEDWORK UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK COMPLIES WITH THE APPROVED PLANS. SPECIFICATIONS AND APPLICABLE SECT 107OFTHE GOVERNING BUILDING LAWS N SED DNA MINIMUM OF M HOURS AND OVER M HOURS UR ALL INSPECTK) 8 BA MINIMUMS. IN AMUON. ANY INSPECTION EKTENDING PAST THE NOON HOUR WILL BE AN 11-HOUR MINIMUM S131WATURE OF REGISTERED INSPECTOR I C 1036034 ICC FA°Pr°Yed by SPECIes— Y NO, AGENCY Project Superintendent NBC Consultants Inc. 6941 Dresden Circle Huntington Beach, CA 92647 Office 714-943-2777 Fax 714-892-5829 KCrvtA I CKGU IIVJYCIA I VK-.l. Kr —rum I JDo No. Late 10-5-23(B) i Ime I Structural Steel Assembly Quality Control gEpmry TYPE OF Reinforced Concrete Poet INSPECTION Ten Fire- orcelon Masonry Reinforced Mason REQUIRED Wood Construction4T-BarCeilingsther aDbelt Reber Piles ----- - Job Address: 3907 Marcus Ave city: Newport Beach Job Name: Robert. Voss Res. Permit No.: M2023-0039 _ Issued By: Newport Beach ype D 6Ur_0- Boat Dock Architect: WS & Associates Material Description (type, grade, source): Engineer, WS & Associates Simpson xp contractor: South Shore Marine Bill To: Subcontractor: South Inspeclors (s) Name: Jon Newsom Contact info: Max @t 714 732 6127 TEST PERFORMED Email Add: TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES I` INSPECTIONSUMMARY- LOCATION OF�WORKINSPECTED,TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS, PROGRESS REMAFKS,ETC. INCLUDES INFORMATION ABOUT AMOUNT OF MATERIAL PLACED OR (WORK PERFORMED. NUMBER. TYPE A IDENTIFICATION NOB OF TEST SAMPLES TAKEN: STRUCTURAL CONNECTIONS (WELD MADE. H.S. BOLTS TORQUE) CHECKED. ETC. Epoxy Observed the installation of rebar dowels per schedule and details on the approved plan. Verified the hole depths and proper cleaning with a nylon brush and compressed air prior to the epoxy. Type of epoxy used Simpson xp, ESR 2508, expiration 2024. Plan sheet S-2. Location: New 8"x1211x10' Pile Cap Detail S-5 / K 1) (2) 5/8" threaded rods into top of T-Pile with min. 6" embed. Work is complete for the areas listed. I I CERTIFICATE OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK COMPLIES WITH THE APPROVED PLANS. SPECIFICATIONS ANDAPPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS L ,/•,vt ATURE OF REGIST RED INSPECTOR R/ 1036034 ICC SPECIALTY NO. AGENCY CONTINUED ON NEXT PAGE ❑ OF mME IN TIME OUT G.T. - SAMPLES 9:OOam 11:OOam 4 ALL INSPECTIONS BASED ON A MINIMUM OF 4 HOURS AND OVER 4 HOURSd-HOUR MINIMUMS. IN ADDITION, ANY INSPECTION EXTENDING PAST THE NOON HOUR WILL SE ANS—HOUR MINIMUM Approved by Project Superintendent Report of Special Inspection Pmjeci Name & Address Robert Voss Res. 3907 Marcus Ave Perini Number M2023-0039 Inspection Type(s) R/C Inspection Date(s) 10-5-23(A) I (Periodic I V JContinuous Describe Inspection Made, including locations: Marine Piles Scope of work - Remove and replace (3) Conc. Piles at floating dock. Observed the placement of concrete marine piles per schedule and details on the approved plan. Schedule on Plan sheet S-2 and details on sheet S-4. Piles installed by way of water jetting. Locations: Boat Dock Pile # 1 = 14"sq. x 26' Long, with min. 15' ft. embed. Pile # 2 = 14"sq. x 26' Long, with min. 15' ft. embed. Pile # 3 = T-Pile Tx14"sq. x 26' Long, with min. 15' ft. embed. Locations: 1) Pile # 3 T-Pile installed today. Work is complete for the areas listed. The Pulley Broke off the Jib and fell into the water. NOTE: Plans call for T Tx14"sq. x 26' long pile. What they installed was a 3' Tx14"sq. x 26' Need approval from the engineer. Contractor Showed me the Approved Revision. List Tests Made Total Inspection Time Each Day: Date Hours List Items Requiring Correction, Include Uncorrected Items Previously Listed: To the best of my knowledge, the work inspected was in accordance with the Building Department approved design drawings, specifications and applicable workmanship provisions of the IBC except as noted above. et --A �h7 � i� �.�_ _ narP 10-5-23(A) Print full Name.! Jon Newsom No. NB-0303 toam swz mu