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HomeMy WebLinkAbout13-1802 . s{; '�1 tt�*f �1 �s't�+�fr ' ��..sa�+;;'�,'I�',^�*_�_._,, C1TY OF[![AMQND BAR f C'�1��Jt 8 JJ� �� DEPARTMEIVT QF COM1�IliNITY&DEYELOPMENT SERYIGES �,±,J 1 1 i'� . � 12 ' ^` 2]8/0 Copfey G+rn�e,D�mond Sar,CA 91765 P��� ` �a' {9Q'?}8�9-'T020 Fax {�9}f3b]•3]t7 Bmlding 2nspecUon Iiotline{909}839.?02? FIRMLY BUILDING NF,RMITAPPLICATI+QN ..L� ...t.� pjg _ � �BSITEFlODRESS 6b0 N Ot�mard $o� lud �14oci+cna 13at,Ut APPUC•ATIONDATE_ PtC4 .. ... p z RF+N l0T TRAGT QIT ��E DATE ��'�d ��F" PERtaITq PCZ ��J^ �i'G�rZ a 9VdNER NPE CONST OGG GROUP w ,,�",� ADDHE3S ZONING SETBACKS � CITY 21P TEL FR6NT RW ❑ � APPLICANT TEL +" ❑REAR ❑ � SIDE/SIDE STREEf RW f? aCqNTRACTOR SIDE 0 $ CITYR�S �. �ZIP �L���,��•y�"�,�� PROPOSED USE —R^�.— , 'L' ARCWENG/UESIGNER ..............................._,,._ ' ....—'� � ADDRE55 I Z L �T gOWEI UNIlS 9STORiES CBEDROQMS � CITY 21P TEl ������ �ESCRIPiiON S{} FT FACT�i PSF ADJ AFiF�tlV%UATION _ i krebf alfam+ndC 9�Y ct papvT 9at i wm mmN fiwn @re{b�*n'a A�Ika�se terr kr tlk remw�{5} SFA+AWrflEtd � ........... � 4idcat¢E Uektt b!Ere tirecNmmk�s} i h9ve paed[�t ta ffire Ne�¢xNm�TGl)8� a� ppp � Wt�AMdtYamadyl6atea9�6osV�tlawmv�xt.�.MqkaxLEpmilnttm2Pak�mR � �84.�If�RS 8}01p�9'@By�CNA�WIf@pl�Ifi�06� gqlltlPIX6�IQ !� P8S16'�BCk t9 F9llm vtlhBCam�aSfemLY.amatar(Gnap�g,*Gunncac�&�1iU�LeWm �$ maMSlmavtfYe �vM�mecorte7�+mMhan�e�mmsa+��semswema�aaeisro� �+- � � vw eN.m0��7�bIDq��5eC4mJQ3t5bfanYaoD�Napemtlta0�ctiqeaWfraMtPackipMaMy �}` � 0�ip11MkB1�I5�V2�t���N44��� F}8-A9� t�4�mmrmv�eawasrQmr�om;�.mnr�:a,ctrmamnpa�at�onwumUmm«uaaibm g cwrv„mam a ai are'/+Ui14 end Bk eWtEna la M 6�terEat 9�PReBV for slla(SeNm 70w &�SW3f e'A RntGtatlM CPde Tim m � Camxwrs�blaceileaueta+eamirotapqymenc+n�ofpa�bwantnrouM�Yees�«peiam�yaMmUWtls gw�r�praresGeV�Y�nmritrmtlratttwmryvprare�ertmt�mameoamtefeimrsak.nr+T�.e+r+�maOu�kwn0a o�yMmaman�19 6qtl Mlhn maT�ofO�mV�on�Bw Mmer Bullder wNltne Ne WNpI oI W�W�fB�al ll Wa91a1 W%t o d(mP�tlfq�hePuryoseutra�al F U4esuqNrt'Nihewp4rlT,am«IwMeyrmheetln9w�NGeeNedtbwaclorifucrosuuclmepropclf�acLon , y�uation Ad� 'Jvea Z 76U&alne48 and ROf[9tlWM COde The CnMiacib! 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'�' . }'� f � r: . 1 t � - ! � • . i "r t �� � ' � � e r _ � �� u ' ���' � • ....� � ' '�i w r _� i t� - r� ••r � �� � . +� :� r � ■ �� ' � . �' t.- � . ].i ! �n.. ' �'M � i v] � • '� ' �R� . /` -,,�' r � �, -i .. _ .- r,.. � � r V .r' � _ ��.r yi� f ....' / ' s - - - _ � Sy. x � r � � � i � �. �� �� . r : � � i . y . n e- � � ..._ � � • �• �• e � � � - • �• � � � ^+' � � • •� � � , :� �! ' � i i `� ' f �' . � f "i ! � • 1 � � � t • � - � •• • e :� y � � � � ' :,.�„�n �. r F`� � r n REPOFT #�. j�� 5TR0 G'S INSPECTION 5EF2V CE phone {sas} �2s-soss SPECIAL UEPUTY INSPECTORS Gell (909} 2i4-Sb36 GC}t ft JOB # OSSEItVATION REPOItT Fax (sa9}azs-sa5s Buifding Permit No �,1�• I�i� Permd Date Department of Buildmg 8 Safety - Gity ot �',t��a�Z�_ - Pro�ect Name/Address '��'�, �'(��e,F_ (�c�-xCaoS,— (4�9Q '�,�,,`�r►q�,nr�$qQ,,3tslp, Structura� EngineerlAddress ,L\Q. '�'�„'�'C� General Contractor/Address A.t•.'►T��1AFS� 5ub Contractqr/Add�ess �i'r'fl.fa'1�,r�Y� TESTS MAdE t, L._.. �-� TYPE pF INSPEC7lQN dWelding �Ho-Tensile BolUng �Reinfprced Goncrete APPROVED MIX DESIGN# �Firepr�ofing pMasonry pAnchors �poxy ❑NdT `�0ther�` .�' ��'� ELEGTRUDE Otf-Sds Fabricator Address Welder Certificatwn No Welder Gerk�tication Nq Date of Inspsct�on Inspect�on Summary •�6�t'°"awork.o��iasnee�raa, +Matenai Desrn Uon T e,GraGe Research ReooM1 No Wark Rs ectetl ar F'gnd�n roral �� (Lxs. �— ''' t rJ. � � r-• ti N , " C'� - t*� � •-^ C�1� � ii ' \ ♦ � V �. �"' C,�.'L . 4 a�• CERTIFICATE OF COMPLIANCE I hereby cerkify that I heve�nspected to the best af my knowledge,wRh the mformebon pr �ded,all of the above reparted wark unless otherwise noted Ihavefountlthiswprktocomplywiththeapprovedplans,sp ns,antlap ic les softhegwemingbwldmgc.t�dg Registered Deputy Buddmg inspector's Certrficate S�gned by ` Gertatication (JL Type ins rs Name {Please PnMj �[ -� �b QJC► .y,.. �;Ar� D,4TE j 'Z„-7 , HOURS• MC}N TUES WED TH RS •. FRI SAT ' SUN NUMBER OF SAMPIES TAKEN: CCINCRETE OENSITY PRISMS MORTAFi GRCIUT LAB & HOURS SUMMARY: REGULAR TIME HR8 PFIEMIUM TIME HRS NDT HRS All mspect�on�s besed on a 4 ha+r m�n�mum,dvgr 4 hourS�S 8n g hiwr mimmum tn a�ltlftwn arry inapeG�a�e:te�mg past npan vnit 4e an 8 hour mmimum A[I12A vArk nBC�eeary ro compiele mspecLonsw�ll be pa�tl byamer,eneineerormntractm 4 haur min�mum Gh0rg8 f6raoba canceleA w�thout rmtitita�bn Finai reparis s�ali be fiiied vnth t�e bcal bwltl+ng tlepanment upan rece�pt 4f Onak payment In t2C0�NbM tl�lhC t812UY8 n5k9 Of tl18 Cli8t12 8�tl A�mS�fOti9 3 InSPeCtW�G�Ih8 Pf0J0G1 CIICnS e4Jt885 tO lh0 @�&iS p¢�rt1�hCd by 18w th2f AfmBtfOng'8 InSpeCUons Iiabilily t8 the CUCnt, in any wey 8ng�ng out Of InlS �g2emeni, 5hall be I�mttetl to ifl0%Of iM1e Mtel tees antl co51 paitl for tltat spedf�c work f0 Armslrong s inspecucin ar St OUO 00 �yy�g..g��r.e.a.l.e---r��� No wartaMy,expfOssBd IN impl�e�l is m2de by ArtnStrOng's InspeCUOn Approved By;_�i��6+��� ' �� Campany. TEflMS DUE UP�N qBCBIPT A iate ct�arge ol onehatl patcent(i tM%�pw mantt� (��, i par an�vm)wlll Ge cherggtl an t�y rgipyW pelenrs hom V�e tlme ol the u+vace It oErner�i��5 no�rece�vatl M acco�tlaxs vn65 she�erms hm�e�n S±�oNd 0 Dacoma neceesary to entarcs t�e�arms of ths mrice reesoneb�a eliomeyg+eas entl aheli be swardptl to I�a prava�6nq perty t WtiITE-Bwldmg Qept CANARYIPINK•Office , , , � � MTC EI�GINEERING INC, �'catcchn�cal 1 5. f:nvirnnmcncal C.ro.uiuncr � 542�3 Temple C�q Rlvd • Ciay pf T'emple C�ty, CA 9178Q `leI tb267 ?87-6416 � I'ax (h26) ?87-OSbO , � I 'CaI1 Ftee I {88N) MTC;-FNGR • E-mail nsccen�;r@E�acbell net Apn145, 2014 PN 133I-1-1SA2 DB Qifice Tnvectmeay I.LC 37528 E Rowtand St Cny of lndustry,CA 417+18 Attn:Preston Chau,the Tievetopment Mansger SiJBSECT SLURRY BACI£FILL FIELD OSSERVATIONS Proposed Lobhy b60 N Diamond Baz Blvd,D�amund Sar,CA 91765 Raferenced LIMITED SQ[FS INVESTIGATION BY MTC ENGINEERING,ING�DATED FEBRUARY I0,201 G Propased Lobby,660 N Ltiemoud Bu Blvd,D�amond Ber,CA 41765 Gedflemans Per your requast MTC Engmeering Ine(MTC} has observed the removal af the unsu�table smis and backfill�ng by tha recommended 2-sack slurry at the sub�ect s�te wsthm the appraved slot autring area according to the plan attached. 'Cha slurry backfilI ts ready for footu�g axcavat�on and suitable to support thc sub�ect faot�ngs per recommendahons of the referenced report Foohngs may be des�gned for an atlowahle net beanng pressure of 2t100 psf for 2-sack slurry for the pmposetl struchue far a mrtumurtt of 18 mches wide and 24 laches fnto slurry MTC balreves ttus Ietter addrass yonr raquest at the present hme Please call us if }rou have any queshons Respeetfully submmed, - '�`tp`15F'��`v MTC ENCa1NEERItt'Gr I1VC, '��4` `;C+* �� tl � 2�� ;; -,--C• "�'._ , � *�`�.y',� r.✓ r" J �. , '���C,',y�G ,;�,,f La� ,;' aul p Chapg,FE,RGH 2181 . - ,'�"f Pres�dent Geotechnical Engmter ���--'" � �,,. ��� j � ' � y � �` „ . r. ._.,. v✓ � , �;�, ;� � � !,i y . . '�,�'r,, ��a�",/�f'�� ��,� ._ (� � ��I i . 'ri �� �'`�,-r�',�-"= ,' �� `w. _� � ;�� , �_ . - . -.,_,-� � . . . . `� \ ��� .��'�.I�'a. R� �� �� � � M1 �, 4 ` � � �� � �. �J � � r_"'_-�i �, � �� �' y ' �' � � �� O '� �:�_^-�� \ �I , 1r� � . . 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" � � � � � „i ,, ;I c,� o �; � �� - i . , . � �' � co t� � I ��� � . . . . , � � � STRUCTURAL CIBSERVATION REPORT FORM STRtlGTURAL O$SFR VA T10N mearrs fha v�sua(observatton ot the strtroturaJ system, for general canformance to fhe approved ptens and spec�cabons, at srgn�oant construchon stages and at complehon af fhe strvct�tal sysferrt Stnrcturat observafron a not mclude or warve the rosponsrbrhty tor the mspectrons reqwred by Sectron ?08 1701 orathersechnns of the caie / Report No 7his re oR includes ail constructron work throu h 1 da of 20 P e Na of Pr ct AddAra�s� s]+� Sirudurat tJb+serce_r of ftecard(SOR} Phme No flt S6R {3 W. !/tG"te.�l tA�+. r .i A�N�[� ^� .�""" � Buddirg Pertn�t M9 Stnictursi 4bservatwn pertormed by Professy nal L�tReg No ot Observer Phorte No ot Observer �'2 I3 �--C.�[9�- a -1.1�cS fo�{2C� �zb-Z7�- 3 0988RVED$7RUCiURAI ELEqENTS&N6 TXEIR CONXECTtN15 FOUNDATIdN WALL FRAMES FLOOR PORTIONOBSERYE�,tFNOTWH�I.E ❑ Faot�ng, Stem Walls, ❑Goncrete Q Stee!Moment Frame ❑Conrxete (� Mat Fqundation Cl Masonry ❑Steel Braced Frame �Steet i�Caisson, Pale Grade Beams �Wood O Concrete Moment Frame ❑ Wood f2,.,�,t�yy. 5 C] F2etein�ng Foundakron Q4ther ❑Masonry Wali Frame 04thers Hdlside SRecial Anchors ❑qthers O 4thers OBSERVED DEFIClENClES f��, ?,r��e.t�"fP�r,e I UECIARE THAT THE FqLLOWING STATEMENTS ARETRtlE TO TtiH BE$T OF MY KNOWLEQGE pFE$StpryA 7 t AM THE ENGINEER OR ARCHITECT RETAINED BY TNE OWNER TQ 8E iN RESPONSfBI.E Q4 C�. QNA�R�EF4RTHESTRUCTURAL08$HRYATIONIMACCORDAMCEWITHTHEREQUIREMENT9 �y,�,�Q,-��) �U '1'y �tA na.ng� �tY c.� { J 2 1,OR AN4THER EN6INEER 4R ARCHITE�T WHO 1 HAVE OF.S�GNA'TED ABOVE AWD�UNDER � (i'6�Zi� � MY REBPOMSIBIE CFiARGE, NAS AERFQRMED THE REQUIRED SITE VI5tT8 AT EACH �..3t�tJ-- * 81GMIFICANT COMBTRUCTfC3N STAGE TO YEFUFY iF THE STRUCTURE 15 IM GEMERA� a �� CONFORMANCE WITH APFROYED PLANS 0.MD SPECIFICATKIN3, * �lut` �@� 3 ALl OEFICIENCIES WHICH REMAiN TO BE GORRECTED HAVE BEEN INDtCATED ABQYE, '�r.QT�pF�p4tifa� 4 1 RECpMMEN4 THAT ACGEPTANCE OF'THE BTRUCTURAI SY8TEM3 BY THE 8E WITNNElO UMTIL AI.L OBSERYEQ DEFICIENCIE�ARE CORRECTEO �� ��r f �� srru�aaoFsrnucruwu.ossersv�Roer+�coRo SIGNA7URE �ATE ftEVi5E0 1-?&2006 . ' „ . STRUCTURAI. CIBSERVATION R�PURT FORM STFttJCTURAI tiBSERYATiON maans ths vrsuat obseruatran pf the structura!system, far general rxx�fa�nance to the appraved ptens and spec�frcatlons,at stgm�canf carrsbucbon stage3�d et compfeharr of the strtrcturs!system Sfrttcfuret otr�fvatra�does not rnclude or wa�ve the respons�bitrty fQr tha rnspectrons required by Sechan t08, t70i or other sectmns of the code RepoR No This re ort inciudes all construction work#hrou h � da af U , 20/ P e No f of r Ara�ed Address Strudural�erver ot Record{SOR) Phone No af S6R �O ,.., ��r ��-roh 1�3aar a-�x„' � 26-z?T`- 3 BuiMing Permtt No Strudurel 04serva6an peAormed by PrWessional ticlReg Na qf Observer Phorre Na af�ner - z,: 2-(� � -z7 - 36 oesEmreo s�ucruenu e���t+rs ano n�eiR cor+a�cnoNs FOUNOATION WALL FRAMES FL60R PORTIdN 08$ERYE6,IF NQT WHO�E ❑ Foot�ng, Stem Walls, ❑Concrete ❑Steel Mament Frame ❑Co�crete ' D Mat Fpundabon Q Masonry ❑Steel Braced Frame ❑Steel ❑Ca�sson, Piles, Grade Beams �ya vvood ❑Cpncrete Moment Frame ❑ Wood a� +„xa ❑ Retainmg Foundadan ❑Other ❑Maspnry Wa8 Frame ❑Olhers Hdlside Spee�al Anchars ❑4thers ❑ Others OBSERVEQ DEFICIENCIES �t� .�Gt estrrfn�,-�S I dECLRRE TMAT THE FQ��OWING STATEMENTS ARETRUE TO THE BESTOF MY KNOWLEDGE 1 I AM THE ENGINEER OR ARCHITECT RETAiNED BY THE OWNER TO BE iN RESAONSiBLE ��PROF�gsf� CHARGEFORTHESTRtlCTURA1.68SERYATIONINAGCORDANCEWITHTHEREQUiREMENT$ k,�'� tA•�E� �y OFTHE � 1L � 2 I,OR AN6THER ENGINEER QR ARGHITECT WN61 HAYE DESlGNATED ABflVE AND IS UN�R � �B�2�s m MY RESPONSIBLE CHARGE, HAS PFJtFORME6 THE REQUIRED SITE YISITS AT EACH � Ekp�,3w� b � SICaNIFIGANT CONSTRUCTION $TAC+E TO YERIFY IF THE STRUCTURE IS IN i3ENERAI C6NPORMANCE WITH APPROYEp PEANS AND SPECIFlCATI�NS, �'� � 4 �! 3. A��pEFIGENCiES WHICH REIIWIN TO BE CORftEC7ED HAYE BEEN IND{CATED ABOVE, r�{7F��L`FaRl1�p" 4 I RECOMMENp THAT ACCEPTANCE OF THE STRUCTURAI.SYSTEMS BY THE BE WITHHEI.D UNTII All OBSERYED DEPICIENGIES ARE CORRECTED `µ""~`"""�y�.�-'-"�. CJ! j� �f y STPMP QF STRUCTUflAt 085EftVEft OF flEfAHD SIGNATURE QATE Reviseo�aa-2roa