HomeMy WebLinkAbout015 W BAY AVE CITY OF NEWPORT BEACH Qo ➢a
COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION
i STRUCTURAL OBSERVATION GENERAL NOTES #
1. STRUCTURAL OBSERVATION IS REQUIRED FOR Vila PROJECT IN 7. IF THE DAYS FOfW IS NOT USED,REPORTS"CC DE ON SIRUCHURAL k'
! - ACCORDANCE WON COG 1110.STRUCTURAL OBSERVATION IS THE VISUAL Oi^ENVERS LETTERHEAD,STATE SITE ADDRESS.PLAN CIECK$PERMIT
--1 1 I - OBSERVATION OF THE BIRUCIUTAL SYSTEM BY A LICENSED DESCH NUMBERS,STAGES A ELEMENTS COSERIED,DATE OOSERVED,$COMPLETE W I
PROFESSIONAL FOR OF1fRAL XW CONFORMANCE TO THE APPROVED CONTACT INFORMATION FOR SIFNCRLOSSE VER. Z
! I I I I I I I I I I COWITUCTIONCOCUI,EMS. - a ALL STRUCTURAL CBSERVARCH REPCRIS,REGARDLESS OF FORM USED, 1
7. STRUCI URAL OBSERVATION DOES NOT WAIVE THE RESPONSCUTY FOR THE. SKULL INCLUDE THE LICENSE STAMP$SIGNATURE OF THE STRUCIU AL U C9
RECNREO INSPECT IONS BY THE CITY OF NEWPORT BEACH. OBSERVER HESPONSIL'IEFOR THE PROJECT.
I III I I I I 1 I I 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROF ESSTCHAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GNEA TO I I E OWNER o �By F
�STRUCTURAL OBSERVATION SITE VISITS,AND TO ISSUE ALL STRUCTURAL OR OWNERS REPRESENTATIVE,PROECT COMRAC/UL AND DE BUILDING I„ �4 v
. I I III 1 I I I I I I OBSERVATIONREPCRTS. INSPEC70R Z 0 bbb
T I I I I I 1 TH, THE DESIGN ENGINEER SMALL IDENTIFY E REQUITED STRUC'1UAL 19. THE CONIHACTIM UW.L RE$OLVE ALL DIEFICENCIFS $ THE FINAL 0 a %S z I OBSERVATION ME VISITS ON THE STRUCT URAL OBSERVATION SCHEDULE STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR In U
PARTIAL FOOTPRINT OF THE--------,- I t 1 I I S. THE REQUIRED SITEVISITS SHALLATAMMMIM INClUOE THE FOILOWNG ACCEPTANCE OF STRUCIUALWORM BY THE BUILDING INSPECTOR >
I I I11 II, ✓ 1ST FLOOR OF THE I I 1 A OBSERVATION OF HE FOUNDATpNSYSTEM FbORTO FINAL CONCRETE 11, THE FllA STRUCTURAL OBSERVATION REPORTS ALL STATE THAT THE Ld z a
r FOUR; STRUCTURAL SYSTEM CONFORMS TO THE AFPRPIED CONSTRICTION
I III I PROPOSED STRUCTURE `I I I^ f i a OBSERVATION OF BUILDING FRAMING PNOR TO CALLING FOR TIE CITY DOCUMNTS$THAT ALL PRE'AWSLY OBSERVED DEFICIENCIES HAVE BEEN o `!s
ADJACENT NEIGHBOR - - OF NEW POW BEACH-COMLETEFRAMNGNSPECDOM,AHD, - CORRECTED. 5
1 ADJACENT NEIGHBOR —� I I �I I rI (UNDER SEPARATE PERMIT) I I 1810 W BAY AVE C. FNALDBeRaTo OF THE coMCLETEDs acURE 1t FNALINSPEcrUNoamNERnccEPTAicEOF Esmuc STRUCTURAL
806 W BAY AVE ^i I ADO TOM SITE VISRSMWYBE NEEDED AS DETERMINED BY THE mom BYTECHIfftIIllLDINGOFFICNLOROESIGNEE WILL NOT OCCURUMLTHE
I IS RECEIVED.
Lu 1 I ( I I W I S, TIME STRUCTURAL BEN 9NLL PREPARE A STRUCTURAL OBSERVATION 13. THE UCENSED DESIGN PROFESSIONAL OVER. FINAL STRUCTURAL OBSERVATION LIIN RESPONSIBLE CHARGE$HALL
REPORT T.O.S.= +9.50'NAVD88
I p I I I I I I pQ I O I STAGEOBSERVED.THE CITY OF PREPARE ALL
NEV"RTMACH 'STRUC LqK OBSERVATION REPORT' FORM OR A SITIMUR I.SYSTEMS. CHANCES REVIEY/&APPROVALOF.RICH CA TNG T NDIES BY THE B
I I I pl I I I I I I Lh I I SULARLY FORMATTED OBSERVATION REPORT. REPORT,$A L BE USED FOR ALL S RUCf AU1 T PROFESSIONAL ANUOR CONTRACTOR PRIOR O INSTALLATION MUCH pxp5�
CONSTRUCTION OF SAID CHANGES
I tl I I I I I Z I I STRUCTURAL OBSERVATION SCHEDULE �s
I I ZIII I I I I I I slTeanDlxess:808 WEST BAY AVENUE rca o 411 3p
. I I I I I L I I 1 I I ' TO BECOMPLPTEDBY INEDESIGN ENSWEEN,ANOINCLUSID ON TNECONSTRUCDONDRAWINGS.
i I I L RASED ON THE PROJECT SCOPE,PLEASE IDENEFYTHE E3EMENTSAND,CR CONNECTIONS THAT REQUIRE STRUCTURAL QHBSERVATIQNL SPECFYTHEWTERVAL
OR STAGE OFOONSTRUCNOR WH INITHE STRUCTURAL OBSERVATION.WILL BE PERFORMED.
I I I L I TYPE STRUCTURALELElENISANDIOR SCHEDULED HIERVALOR STAGE OFCONSIRUCTION QRaESS/�y,
R{$$ F
CONNECTIONS TO BEOSSERVFA
I I I 3'-0" 5'-0" 5'—O' 3'-0" , ' I — `;'$C�'Cy,
1 I I i 1 ...I L.- ..— _ — - — — � � ❑FOOTINGS.SLAB FIXINDATICN.ANCHORS � ���OO U GA�n
! I I I, • • .J 1 C_ — _ — _ — _ Ell MAY FOUNDATUN,PAEGTRESSFD CCNC.SLAB _— (, <No.0 66947 �J iTH
DE ADMEN, h TIE-BACKS * O
❑CAISSON,PILE.GRADE BEAM
i I I I 1 — — — — — — _ — I I 1 (N) COAT CONC 9 QIHER: coHNEcna s m THEM PRIOR TO POURING CONCRETE rT9 I V
OEADMAN - N CONCRETE SEEM WALLS PRRIOR TO POURING CONCRETE Te OF CAL1F� 1
I I I I I ❑MASONRY
— J I , ••• I - I I I 1 - � ❑WOW CRMPNUFACTUBEDSFEARPPNEIS 05 D6 2D7 9
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❑STEM MOMENT OR BRACED FRAME
r,rr L ❑CONCRETE MOMENT FRAME 11
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(E) TIE—BACK AND II+ �• TIE—ROD TYP ❑OTHER;
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TYP
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jY I I LINE TYP o FINAL ®FINALOBSERVAI AI$RE OHT P U Cl C4
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(E) PL BLOCK II '`'• I I SITE WALL BY
WALL T.O.W. ELEV I ' OTHERS T.O.W. GO
+11.44'NAVD88 i i : ,`, ELEV=+10.6'NAVD88 G
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APPLY DETAIL W- a (Cf >, U
I EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN AT THE ENTIRE PERIMETER OF ANY co �
I I COMPLIAQNCE WITH ITEM 6 UNDER "EROSION CONTROL
I I NOTES" ON SHEET S-0. a
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i (N) CONC STEM WALL C,6
, PROPERTY LINE TYP U Q
(E) PL BLOCK WALL (N) ANCHOR CONN TYP
T.O. JqLCONC STEM WALL ELEV=+10.60't 0 m 17]
NAVD88=+10.78' MLLW LL Q >� O
T.O. (E) COPING ELEV=+7.42't z U > w
- _ - - - - - , O O 1- - - - - — - NAVD88=+7.60't MLLW - T _1 oQo Z (A
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