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HomeMy WebLinkAboutU2024-0026 - MiscCITY OF NEWPORT BEACH COMM MTY DEVELOPMENT DEPARTMENT WELDING DIVISION 100 CMc Center Drtve I P.O. Box 17681 Newport Beach, CA 92658-8915 www newOcrtbsachca.m j (W) 544-3200 Structural Observation Report Address: eport "ITT CNB Inspector Name: GINS Permit #: M .pate. � � i Building Owner' Name: Owner's. Malting. Address (d different from site); Owner's Telephone #: CNB.Plan Check fk Full Name of Structural Observer (501. $O E-mail Acidness: SO Telephone #: SO License t Reg. #: Nader Khoury nat erPengineer(ng- 949-637-8357 C61402 Structures.corn PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS 085EKVED chill applicable poxes I FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS FloorfRoofl INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footln s It Stab ❑ Correrele ❑ Steel D Concrete ate Fit Ft fl (�l �I jZ` Mat Foundation, Prestressed Concrete ❑ Masonry 13 Concrete 0 Steel Deck ❑ Calssonsi Piles, Grade Seems ❑ Wood. orManuf Shear Panels ❑ MBsorm/ 0 Wood Other: C--tL`C Q Other: ❑Other ❑Other: 1211TEMS CHECKED ABOVE ARE APPROVED AN11 WITHOUT DEFICIENCIES. CI OBSERVED DEFICIENCIES AND COVAIIENTS: la REPORT CONTINUED ON ATTACHED PAGES. 0 FINAL STRUCTURAL OIWRVATION REPORT: 1 The structure rterteralty CostarrVil ll 80 approved conaVuetion doCurrlerds, and all observed deficietx(es wete corrected. Ideclare that the follawingstatameritsare true fo bad of my otowledlge: 1. I am the licensed design professional retained.. by the owner to be in responsible charge of the stnrduraf observation; 2. I, or another licensed design professional whorn I have designated above and is udder my responsible charge; have pesfumted the required site visits at each sigrirficant construetlon stage to verify that the strtidure is in geristal conformance with the approv 3. 1 under have documented must be correcmd, prior to final ar . ` jt ns by the City of Newport Beach, Building Divisia SfRUCTU Fa,m�Si�uaur , 61402 a 3D-26�5 `s STAMP OF STRUCTURAL OBSEF AUTHORED EMPLOYEES OF THE CITY OF 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.newportbeachca.gov 1 (949) 644-3200 SETBACKS AND TOP OF SLABYLOOR ELEVATION CERTIFICATE The purpose of this certificate is to insure that the structure is located properly on site per the approved drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings. After the top of slab/floor elevation is verified to match the elevation specified on the approved drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to verify that it is equal or less than the dimension shown on building sections and elevations. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. The survey must be done after the concrete forms are in place or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. Engineer/Surveyor's Name Paul D. Craft License # P.L.S. 8516 Engineer/Surveyor's Address 17853 Santiago Boulevard Ste..107-285, Villa Park, CA 92861 Job Address 314 Evening Canyon, Newport Beach Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: Rio -Basin Top of Form = 107.50 * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are 0, are not ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) any deviations from plans: 6/17/2024 Date JN: 22134 Forms/Setbacks ffopofSlabElevati is ❑, is not ❑, per City approved drawings. Describe a GEOTECHNIC, ROCK SOLID DEPENDABILITY TO: SUMMARY OF INSPECTION: DATE 2 pL Ll PROJECT No.' Z 6 , PROJECT (� �� I L✓G�n �u 011 LOCATION New o r+ &4, A CONTRACTOR OWNER PRESENT AT SITE � L EQUIPMENT Nrriyed DV 6;k /0 oh-serile P,e y,b Po '✓X �G I/0.'�: ii� GS neye---'+ cd . 7 " to i8 —be-f i w G.y,.(u. ✓c._�,o-� iS obse rved -10 eo^Lede't iae ✓io ust +es keel prOVeeI C22 11geerec( hl. T1.e Of�ctVC, -"6 W� nl6e-r ✓ec( to he- �'frmk C.-C( y14ye i lclr!�tL 6,4,t�, 121-C) -rt. loy.+tlrw e—e a465e- ve t hj b� o"I; kcr-+ '0;�k A- u �ev�d tcck�;« He-e-pf4�f l /S Co s C�r(czl r,n 'e'-re �rf !:A //uG Ole -(o Fa,ea c l .. ,,. � c_ �.1 f�...I rkn '.I + . he c CII�_d LS A res aorC. I, RECOMMENDATIONS: SIGNATURE COPIESTO: �� lam' Y!% )-)G O QPo� PF J SOLID GEOTECHNICAL o 333 Third Street, Suite 2 v 7 C 9 19 s' Laguna Beach, CA 92651 949.558.9776 J Ww^'.rocksolidgeotechnical.com GEOTECHNICAL ROCK SOLID DEPENDABILITY TO: DATE 6�/a- any PROJECT No./2Z. PROJECT LOCATION /A7Gw�t} CONTRACTOR OWNER PRESENT AT SITE EQUIPMENT SUMMARY OF INSPECTION: Arr; V"( ,c. 5;4� cs reG„em s+ e l io abSP r ✓c o/C•vlbL" o%b or VLtdS�vre <©��ew-a- ate\ t� t,tAye�lcl Probes\ �/ Gr So31 pro 1z_. T� elrl'r�wo y Subgrc e. i 5 co»si r�Zrcr� e,.aAly-ram �ow- a gcs�c�-n%��- l i ✓e vjc"/ SU I Cabo✓e orIL; rxUwl % Drop -«FCC P-ra� RECOMMENDATIONS: [12. -IS v111fld'r_e1� ��49-✓Ic�. Je G! r?�-- SIGNATURE fy SOLID GEOTECHNICAL 333 Third Street, Suite 2 m Laguna Beach, CA 92651 O * 949.558.9776 J COPIES TO: V�';WClvIt..�/Y'OW-rocksolidgeotechnical.com