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Home My WebLink About16-0276�R S wpO 7 Q a W c. 911 " CITY OF DIAMOND BAR • - DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES 21810 Copley Drive, Diamond Bar, CA 91765 PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY BUILDING PERMIT APPLICATION www.cayo(diamondbarcom buddmgn@Jdiamondbarco.gov JOB SITE ADDRESS -)- D 4 D I ate I C i APN 621 0 _ _�., LOT ............................. TRACY , 4 Ge,1 q OWNER Jjt"iq,eA (,AOA ADDRESS CITY ZIP TEL APPLICANT 'J TEL CONTRACTOR ADDRESS CITY ZIP TEL ARCH)ENG/ �� A DESIGNER A(-S� idlA ADDF -LKi t�. [{-q'2 (, jSd,(8Ave, CITY ZIP TEL. 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Porl� �raLnJr'n �{ # DWEL UNITS ^' # STORIES patg xn 2�nan_ # BEDROOMS OESC IPTION _.NFL_ FACTOR PSF M ��, _ Dara�+Cerpat ADJ AREANALUATION _ ()000 Pat Dank LL Pennine 2 a-RmN I FEE - N r 1, porch I j0 Dv0 -2L �• t! p t? YatuRilort Act Area OUANTITY DESCRIPTION FEE , a Gww fir a f CONSTRUCTION.. PLAN REVIEW —! 1 QQ CRS4'pY",�' . -7-1 ELECTRICfl PLUMBING MECHANICAL INSPECTION FEE ISSUANCE D /q!{_ YrR SMIP sem..•] cs ENERGY PIC cR %-1 'Ra r ENERGY PERMIT RETENTION FEE PRE -ALT FEE BASF `- PLOT PLAN ZONING CLEARANCE TOTAL FEES gk.Sq-j COMMENTS PIC SXSC;aS PAID BY *leY VALIDATION �.J. RECaPr a 55qCn _ PAID aY en7 %~1 VALIDATION ._& WHITE -D Cary YELLOW -Fhtarca Copy-Assycsa Cagy, i Special Inspection 5002 Jumper Circle La Palma, CA 90623 Phone (714) 951-1498 U00rrMoMalLcom REGISTERED INSPECTOR'S DAILY REPORT °dt809 06 17 e TYPE OF ❑ Reeriorced Concrete ❑ Structural Steel welding Q uailty Goned INSPECTION ❑ Post Tensioned Concrete ❑ Fire Proofing [� Epoxy , REQUIRED I] Reallorced Masonry ❑ Noah Strength Soils ❑ Others "°'Ne"Na 21930 Tolani ct c -Y Diamond bar ,Nb Nude fiouse RemodefingforurrisResldence PR 16-2766 UwNT Addnaa Contractor//�� w / (r,^ Adana" "n"a°m Archidas Development Inc Irop"(pf NP" Joon Lim Endo"i TESTS PERFORMED TYPE OF SAMPLE SLUMP QUANTITY IN SET ADDITIONAL REMARKS ON SAMPLES INSPECTION SUMMARY- Permit # PR 16.2766 - Observed placement of 13 HMA(7/8"dia) & (7)HDSA( 8°die) & (24 Of sets res is w simpson se -xp epoxy into is an is mm em e -ol(E)concreTe for New I Floor Grid line 1 F to C <13>L=13.6 Grid ,e F 1 to 3, <13>L=12' and L=4' Grid line 3 F to C <13>L=5' and L=10' K > _ — - <13>L=1 Grid line 2.5 Cta 6' Grid line 4@ Cto A <12>L=5' and L=12' As per plan view on S-1.0, S-2.QS-5.Q SD -1, SW1, SW2,SWP. cted size embedment locations and cleanliness of holes ' All aNpacteYN am based On a minimum of 4 hwn. if over 4 haws Or after 12 W noon an 8 hW,r mnam,m will be Weil end 006112 W monight 8 POW mlmmam #I tuns ane he" w+a De eFCep[ SaGUNay Sunday d Map Holmday "ATTORNEY'S FEES- If any Wbon at aw Or m eauay n brOutthl 18 amprca of IP mmrpret the terms of thn Contract Iia 011walbnB Party Phil be entitled to memnable abameys fees was and nacessary disbunemann m aWnon m any Other reser M whwh HMn1 Pany may Oe entNed CERTIFICATION OF COMPLIANCE t BY CERTIFY THAT I HAVE OBSERVED TO THE BEST OF NY KNOWLEDGE xL OF THE ABOVE REPORTED WOBf UNLESS OTHERWISE NOTED I HAVE VFO�UwN�Dw THIS WORK TO COMPLY VATFL THE APPROVED MANS SPECiF1CATIONS AND APPLICABLE A"INKIS OF THE GOVERNING SaLDmG LAWS • 01939 County LK Typo LK NO AGENCY I VN I INWIW VN MCA I VAV AN mepwitin based On a mmot um of 4 noun am coef 4 hoer- 8nou, manmem m addrKm on, » aatetw' arowy-:na1roay�am, 81mW nunanum APprovBa Oy Property O -Kat Of Owners Agate WYITC t1CFMC r'AwANv INGPF,-rnP OINK CGIPFPiNTCNrWMT • •R 1:14:191 A• STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specification, at significant construction stages and at completion of the structural system Structural observation does not include or waive the responsibility for the inspections required by Section 108, 1704 or other sections of the coda Report No 1 This report includes all construction work through 6 day of September 2017 Page No 1 of 1 Pro)ecl Address Structural Observer of Record (SOR) Phone No of SOR 21930 Toianl Ct Diamond Bar, CA, 91765 , j I n V-; M 714-323-5795 Building Pernut No R 1, -^ Structural Observation performed by Jin Kim Prolessionai Lx iReg No of Observer Phone No oT Observer P 1_7 []Concrete C64433 714-323-5795 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAME FLOOR ELEMENT! CONNECTION OBSERVATION LOCATION 1] Footing, Stem Walls, Piers []Concrete []Steel Moment Frame []Concrete I] Mat Foundation []Modulus of Elasticity" []Steel Braced Frame []Steel Deck Concrete Shear Walls []Caisson, Piles, Grade []masonry[]WoodBeams ❑Concrete Moment Frame ❑ Retaining Foundation ❑Wood []Modulus of Elasticity` []Others Hillside Special Anchors Seismic Moment Frames []Otters ❑others ❑Others *For concrete buildings more than 160 feet in Structural Height Concrete mix meets the modulus of elasticity requirements in design for seismic force resisting systems NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved pians or in the load path: (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials ) - Footing size/depth, and rebar/dowel was installed per approved plan Xe ♦♦e '• f' r♦♦ ♦ -♦ I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BESTOF MY KNOWLEDGE 1 1 AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LOS ANGELES 2 I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND is UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS, 3 ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED ABOVE, 4 1 RECOMME HAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF LOS ANGELES B HHELD UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED 9-7-17 BttFW oe tai 1) (Rev misfiT) Q�OfESStO�,� Iwo atN K+,tz ,w 644�� CIVIL ;$Z 4 OF CALtO STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION means the visual observation or the structural system, forgeneral conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system Structural observation does not include or waive the responsibility for the inspection required by Section 108, 9704 or other sections of This report Includes all construction work through 1 Report No 2 day of December 2017 Page No 1 of I Pmfect Address Structural Observerof Record (SOR) Phone No of SOK 21930 Tolani Ct. Diamond Bar, CA 91765 Jin KIM 714-323-5795 Build Ing PermR No Structural Observation performed by Professional Lic iReg No of Observer Phone No of Observer PR16-2766 Jin Kim 064433 714-323-5795 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAME FLOOR ELEMENT! CONNECTION OBSERVATION LOCATION [Footing. Stem Wails, Piers []Concrete []Steel Moment Frame []Concrete []Mat Foundation []Modulus of Elashcrty' []Steel Braced Frame []Steel Deck Concrete Shear Walls ❑Caisson, Piles, Grade []Mason ry []Concrete Moment Frame []+ Wcod Beams [] Retaining Foundation , []W°0d []Modulus of Elasbcdy* whets Hillside Special Anchors Seismic Moment Frames []Others []Others QOthers wood trame For concrete buildings more than 160 feet in Structural Height Concrete mix meets the modulus of elasticity requirements in design for seismic force resisting systems, NOTED DEFICIENCIES with the proposed corresponding corrective actions with respect to general conformance with the approved plans or in the load path. (A final report by the structural observer which states that all observed deficiencies have been resolved is required before acceptance of the work by the building officials) - Structural frames including shear wall, beam, post were installed properly I DECLARE THATTHE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE 1 i AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LOS ANGELES. 2 I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE Wml APPROVED PLANS AND SPECIFICATIONS; 3 ALL NOTED DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED ABOVE; 4 I RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE CITY OF LOS ANGELES BE WITHHELD UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED 12-1-17 auramPoe(Pmr t) tit" OMM71 Im CIVIL'_ OF Chl-O'd STAMP OF STRUCTURAL OBSERVER -ZHE-: „�... G,.,� a .t.p .rvc E'110Y Ievc�N1t080@YYnaY e Structural Observation Site 21930 Tolani Ct Diamond Bar, CA 91765 1 have observed double joist at the penetrated location of plumbing pipe Double joist with plumbing hole is structurally sound because the area of section of double joist with hole is larger than single joist Joy Civil Engineering, Inc 2122 S Grand Ave Suite B Santa Ana, CA 92705 Tel) 714323-5795, Fax) 714850-0411 a4ROFESS/Dye Z� 64 333 x m ¢ Exp 8.3Q�(9 a I- t Q�t,df r a ft t t - -ZHE-: „�... G,.,� a .t.p .rvc E'110Y Ievc�N1t080@YYnaY e Structural Observation Site 21930 Tolani Ct Diamond Bar, CA 91765 1 have observed double joist at the penetrated location of plumbing pipe Double joist with plumbing hole is structurally sound because the area of section of double joist with hole is larger than single joist Joy Civil Engineering, Inc 2122 S Grand Ave Suite B Santa Ana, CA 92705 Tel) 714323-5795, Fax) 714850-0411 a4ROFESS/Dye Z� 64 333 x m ¢ Exp 8.3Q�(9 a I- t Q�t,df �INSPECTION DATE iW71INSPECTOR INSPECTIONDATE INSPEM7i° SETBACK/ LETTER TRACT AND LEDGER FOOTINGS FORMS SWITCH GEAR SLAB COMMERCIAL HOOD UG PLUMBING '� T•BM UG ELECTRICAL INTERCEPTER LIFER GROUND HOT MOP/SHOWERPAN SEWER LATERAL '... MAIN WATER LINE SEPTIC/CESSPOOL HERS REPORT RECEIVED SEWER CLEANOUT DEMOLITION' ROOF SHEATHING ROOF DRAINS FLOOR SHEATHING Q -q4 117 x ( ROUGH CONDUIT SFIEAR WALLS EX SHEAR WALLS INTERI POOL/SPA ROUGH PLUNGING FRAMINGAXNTING a ROUGH.ELECTRICAL ROUGH MECHANICAL `xC ROUGH ELECTRICAL W( ) C ( t - w` '' ROUGH MECHANICAL GAS TEST ' ROUGH PLUMBING .• f PRE GUNITE '..' INSULATION WALL POOL PRE DECK RONDING INSULATION CEILINGfiftyP-TRAP DRYWALL,,,.-.. FENCE I GATE/ ALARM LATH (PRE) FINAL POOL LATH EXTERIOR I WALLS LATH INTERIOR WALL FOOTINGISTEEL GAS T WALL STEEL ln( ) 24°( } LIFT SCRA1 CH COAT Ell 11Z YL4WALL BOND BEATl '. ELECTRIC METER RELEASE WALL DRAIN/ SEAL GAS METER RELEASE WALL FINAL SPECIAL INSPECTION RO FRAMING PLANNING APPROVAL '.. FINAL BUILDING ROUGH FIRE APPROVAL FINAL FIRE FlNALELEGTRiGAL FINALPLANNENGRTMENT FINALPLUNIBING FINAL ENGINEERING/ PW-- '. JC C Of OCCUPANCY FINAL COMMUNRY SERVLCES CERT. of OCCUPANCY FINAL HEALTH DEPT FINAL INDUSTRIAL WASTE