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Home My WebLink About2005 CASSIA RD; BLDG 1; CB053801; Permit02-02-2006 Job Address Permit Type Parcel No Valuation Occupancy Group 11/04/2005 # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB053801 Building Inspection Request Line (760) 602-2725 2005 CASSIA RD CBAD RESDNTL Sub Type APT 2150202700 Lot# 0 $2,850,444 00 Construction Type V1 Reference # SDP02-13 Status Applied Entered By ISSUED 09/02/2005 KG Plan Approved 11/04/200524 Structure Type MF5+ Issued 48 Bathrooms 40 Inspect Area CASSIA HEIGHTS APTS BLDG 1- Orig PC# PC050097 21,679 SF-2,352 SF DECKS-13,712 SF PRKNG/UNDRGRND-24 Plan Check# Applicant DAVIS GROUP ARCH Owner 'CITY"OF CARLSBAD 3434THAV 92101 619-232-5990 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee/ Plan Check Discount j Strong Motion Fee / Park in Lieu Fee i, ^ Park Fee LFM Fee [ j r] Bridge Fee '- " \ \ Other Bridge Fee l BTD #2 Fee 4( BTD#3Fee \ - Renewal Fee « "" Add'l Renewal Fee >? Other Building Fee ^ Pot Water Con Fee \ Meter Size \ Add'l Pot Water Con Fee, Reel Water Con Fee N ^$6,805 32 , ^ $000, ,423'46x/ $0 00 / $000 - J28504- -4; "^-$000 "-*vA — Ho 00 $000 A'$O 00^/1 $0 oo i:,| J<$ooo V '. '$0*00 *, $000^"-^, $o"oo\ $20,405 00^" ~'N ~ $000*^ , "^$000 Meter Size c~ „ " ->s -\ > \! Add'l Recl^Water'Con Fee/x Meter Fee """** \ 'SDCWA'Fee \ V- CFD Payoff Fee ' s "; PFR(3105540) .-V7 \" -Pf F (4305540)^"^' \ ^Licehse'Tax (3104193) ] License Tax (4304193) ^~^- 'Traffic Impact Fee (3105541)' 'Tra'fficjmpact Fee (4_30554,1) Sidewalk Fee/" x™^X"r ^ IPLUMBING TOTAL\ \S / , EliECTRICAL-TOTAL (/ / MECHANICAL TOTAL' / .Housing Impact Fee"' / ^Housing InLieu Fee '•Housing^Credit Fee ^Master"Drainage Fee ("^*- SewerFee ^^ ^\ \ ^, ^Addjtional Fees ^ \\^^ \ j TOTAL PERMIT FEES, \'' $000 $470 00 $21,51800 $0 00 \ $51,878 08 \ $0 00 3 $000 Jt $0 00 $10,08000 $0 00 f $000 ^ '$1,55600 / $31000 / $679 50 $000 $000 $000 $000 $44,256 00 $000 $162,66640 Total Fees $162,666 40 Total Payments To Date ^:$l'62,666 40 Balance Due.$000 Inspector FINAL Date _Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions " Vou have 90 days from !he date this permit was issued lo protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66Q2Q(a), and file tte protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified tees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as lo which the statute of limitations has previously otherwise expired. Page 1 of 1 Christine Wauschek - Cassia Heights Family Housing From: "Michael Elliott" <mikeelliott2@cox net> r To: "Barbara Kennedy" <bkenn@ci carlsbad ca us>, "Pete Dreibelbis" <pdrei@ci carlsbad ca us>, "Michele Masterson" <mmast@ci carlsbad ca us>, "Christine Wauschek" <cwaus@ci carlsbad ca us>, "Michelle Lenkowski" <mlenk@ci carlsbad ca us>, <donahoo@allgire com> Date: 02/23/2007 1 36 04 PM Subject: Cassia Heights Family Housing Cassia Heights Family Housing Project Number SDP02-13 Drawing Number 433-2L Building 1 -2005 Cassia Road-CB053801 Building 2 - 2011 Cassia Road - CB053802 Building 3 - 2017 Cassia Road - CB053803 Building 4 - 2023 Cassia Road - CB053804 Common Building - 2029 Cassia Road - CBO53806 Landscape inspection comments are attached Approved - Permit cards were signed on February 23, 2007 ^J^L*^^* C file //C \Documents and Settings\Cwaus CARLSBAD\Local Settmgs\Temp\GW} 00001 02/23/2007 j|j$pS| City o! Carlsbad Final Building Inspection Dept: Sutfcfing Engineering 'Planning CMWD St Lite Fire Plan Check # Date Permit* CB053801 Permit Type Project Name CASSIA HEIGHTS APIS BLDG 1- Sub Type 21.679SF-2.352SF DECKS-13.712SF PRKNG/UNDRGR Address 2005 CASSIA RD Lot 0 Contact Person NA Phone 7608015615 Sewer Dist CA Water Dist CA Inspected /? J Date / / Bv Ixfmtfa* Inspected lA^t'i &fr Approved *^ II 1 'Inspected Date Bv Inspected -Approved Inspected Date Bv Inspected Approved Comments - 02/22/2007 R€SDNTL APT " Disapproved Disapproved Disapproved Q_f\ CitvoICarlsbal Final Building Inspection Dept: Buildfng 'Engineering 'Planning CMWD St Lite Fire Plan Check# Permit If Project Name CB053801 CASSIA HEIGHTS APTS6LDG 1- 21,879SF-2,352'SF DECKS-13,712 SF PRKNG/UNDRGR Date- Permit Type RESDNTL Sub Type APT Address ^2005 CASSIA RD Contact Person MA Sewer Dist CA 8vST^ 'AcUf Inspected By Inspected Bv Comments Lot 0 Phone 7608015615 Water Dist CA Date ; , , Inspected (TWltl 0^ Approved is Date Inspected Approved Date Inspected Approved Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 02/22/2007 Permit# CB053801 Title CASSIA HEIGHTS ARTS BLDG 1- Inspector Assignment PC Description 21,679 SF-2,352 SF DECKS-13,712 SF PRKNG/UNDRGRND- 24 UNITS STE 101-112&201-212 2005 CASSIA RD Lot Type RESDNTL Sub Type APT Job Address Suite Location OWNER CITY OF CARLSBAD Owner Remarks Phone 7608015615 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# PC050097 PCR05229 ISSUED CASSIA I ILIGH1 S APIS REVISIONS, CONS I RUCTION CHANGES PCR06056 ISSUED CASSIA HOIS APTS-REV ELECTRIC, PCR06168 ISSUED CASSIA IlblGHTS DEFERRED TRUSS, Inspection History Date 02/01/2007 01/22/2007 01/09/2007 11/29/2006 11/29/2006 11/27/2006 11/27/2006 11/15/2006 11/08/2006 10/30/2006 10/30/2006 Description 39 Final Electrical 12 Steel/Bond Beam 23 Gas/Test/Repairs 17 Interior Lath/Drywall 18 Exterior Lath/Dry wall 17 Interior Lath/DrywaH 18 Exterior Lath/Drywall 84 Rough Combo 84 Rough Combo 17 Interior Lath/Drywall 21 Underground/Under Floor Act PA AP AP AP AP PA NR AP PA PA we Insp PC PC PC PC PC PC PC PC PC PC PC Comments EMR ramps -stairs UPPER FLR OK LOWER FLR 1ST LAYER OK WILL SUPPLY INSUL CERT DW @ TUBS City of Carlsbad Bldg Inspection Request For 05/30/2006 Permit* CB053801 Title CASSIA HEIGHTS APTS BLDG 1- Inspector Assignment PD Description 21,679 SF-2,352 SF DECKS-13,712 SF PRKNG/UNDRGRND- 24 UNITS STE 101-112&201-212 Type RESDNTL Sub Type APT Job Address 2005 CASSIA RD Suite Lot 0 Location OWNER CITY OF CARLSBAD Owner Remarks PWl PLEASE Phone 76 Inspect ,198 Total Time Requested By RICHARD Entered By CW CD Description 11 Ftg/Foundation/Piers 12 Steel/Bond Beam ict Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# PCR05229 ISSUED CASSIA HEIGHTS APTS REVISIONS, CONSTRUCTION CHANGES PCR06056 ISSUED CASSIA HOTS APTS-RCV ELECTRIC, Inspection History Act Insp CommentsDate Description 04/28/2006 22 Sewer/Water Service 04/26/2006 65 Retaining Walls 04/26/2006 66 Grout 04/03/2006 11 Ftg/Foundation/Piers 04/03/2006 12 Steel/Bond Beam 03/08/2006 22 Sewer/Water Service 02/22/2006 22 Sewer/Water Sen/ice 02/15/2006 12 Steel/Bond Beam 02/10/2006 22 Sewer/Water Service 02/07/2006 11 Ftg/Foundation/Piers 02/07/2006 12 Steel/Bond Beam AP PC WC AP PA PA PA PA PA CO AP AP PY PY PD PD PC PD PD PY PD PD SLAB U/G AND RECEPTOR UG GROUT 1ST LIFT NEED PRESSURE TEST < *OI1. t TEITIMQ WC SOUTHERN CALIFORNIA SOIL & TESTING, INC. ., 6280 RIVERDALE STREET, SAN DIEGO, CA92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO 56780 PO NO PL NC FIX PAGE OF 1ELD INSPECTION REPORT FOR "*g REINFORCED CONCRETE Q REINFORCED MASONRY Q VOIDING Q FIREPROOFING C CONCRETE D ROOFING / WATERPROOFING D PT CONCRETE / STRESS Q EPOXY ANCHORS QMS BOLTING Q PROJECT TRIE ^ECTAODHESS DSA RLE NO DSAAPPNO PERMIT NO PIANFILENO ARCHITECT ENGINEER GENERAL CONTRAi SUBCONTRACTOR »££4OCATON OF WORK INSPECTED (7 WTERIAL CLASSIFICAnON DATE :RlPTIONt)F WORK INSPECTED TIME ARRIVED.TIME DEPARTED r ) . / PE REVIEW UBC I hereby certify Ihot t hove inspected the above reported woik Unless noted otherwise the wotk Inspected Is to the best of my knowledge In compliance with the approved plans, specifications and applicable sections of the governing building laws Inspector Initials DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents Sampling and testing were conducted in accordance with the requirements of the DSA approved documents. The work inspected complies with the DSA approved documents. Yes _ __ No . Inspector Initials _ 'SUPERINTENDENTS SGNAIURE *sfgncrture authorizes the above wort DATE < SOIL * TESTING I lie SOUTHERN CALIFORNIA SOIL & TESTING, INC . 6280 RIVERDALL STREET SAN DIEGO C A 921 20 • Phone (6 19) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE SUITE G 1NDIO CA 92201 • Phone (760) 775-5983 r.ix (760) 775-8362 SCS&T FILE NO . 56776 PO NO s PL NC FIX PAGE IELD INSPECTION REPORT FOR Q REINFORCED CONCRETE Q REINFORCED MASONRY Q WELDING 0 FIREPROOFING C CONCRETE Q ROOFING / WATERPROOFING "0 pr CONCRETE / STRESS Q EPOXY ANCHORS O HS BOLTING Q ROJECI TIRE.'DSAFnENO DSAAPPNO s /TX»^ PLAN FIIE NO OJCHITECT ENGINEER GENERAL COMIRACIOR SUB CONTACTOR OCAIION OF WORK INSPECTED V <WT5RIAL CLASSIFICATION DATE DESCRIPTION OF WORK INSPECTED TIME ARRIVED TIME DEPARTED f ?.$ fry- PE REVIEW UBC I hereby certify thol I hove inspected the above reported woik Unless noled olherwise the woik inspected is to the best of my knowledge in compliance with the approved plans sniecificattons arid applicable sections of Ihe governing building laws Inspector initials &'/',_/$- -^,1 DSA l heieby certify that! have inspected the above reported work in accordance with the requirements of DSA approved documents Sampling and testing were conducted In accoidance ^wrth the requirements of the DSA approved documents The work Inspected complies with the DSA approved documents Yes No inspector Inrtials „ INSPECTORS SIGNATURE \^~Sn ,_ *<£ j r>^? nEGlSTRATION HO "SUPERINTENDENTS SIGNATURE rizes iho utxji/e wortc DATE SCSSl 205 ft£V 2/06 < SOIL ft TESTING INC SOUTHERN CALIFORNIA SOIL & TESTING* INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE Q 1NDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO - CCSV/ 50622 PO NO NC FIX PAGE OF IELD INSPECTION REPORT FOR Q REINFORCED CONCRETE Q REINFORCED MASONRY Q WELDING Q FIREPROORNG 3Q C CONCRETE Q ROOFING/WATERPROOFING D PT CONCRETE/STRESS D EPOXYANCHORS Q HS BOLTING D TOJECT TTFLE PHASE*DSA FILE NO DSAAPPNO ROJECT ADDRESS PERMIT NO PLAN FILE NO \RCHFTECT ENGINEER GENERAL CONTRACTOR SUB CONTRACTOR OCAT1ON OF WORK INSI^CTED W\TER1AL CLASSfFICATDN DATE DESCRIPTION OP WORK INSPECTED TIME ARRIVED i/•*TIME DEPARTED 5" HA. PE REVIEW UBC I hereby certify that I have Inspected the above reported work. Unless noted otherwise the work inspected is to the best of my knowledge In compliance with the approved plans, specifications and appjcable sections of the governing building taws. Inspector Initials _ DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents Sampling and testing were conducted In accordance with the requirements of the DSA approved documents The work inspected complies with the DSA approved documents. Yes No Inspector Initials ERINTENDEftTS SIGWOUJE "s^jnafure authorizes tfie otx»e worK SCSSI205 REV 2/06 1 SOIL ft,TESTING IN "SlC* SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280RJVERDALE STREET POST OFFICE BOX 600627 SAN DIEGO. CA 92)60-0627 Phone (61L» 280-4321 FAX (619) 280-4717 SCS&T FILE NO._ P.O. NO ^7"/ 7 / PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR' ^^REINFORCED CONCRETE a REINFORCED MASONRY a WELDING n FIREPROOFING OQC CONCRETE Q ROOFING/WATERPROOFING D PT CONCRETE/STRESS D EPOXY ANCHORS D H S BOLTING D PROJECT TITLE DSA FILE NO DSA APP WO PLAN FfLE NO ARCHITECT ENGINEER GENERAL CONTRACTOR SUB CONTRACTOR -&£ I* LOCATION OF WORK INSPECTED MATERIAL CLASSIFICATION DESCRfPTfON OF WORK INSPECTED TIME ARRIVED TIME DEPARTED T~7 UBC I hereby certify that I have inspected the above reported work Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans^- specifications and applicabtejsscjigns of the governing building laws -= Inspector Initials ~"V/Q _/ - .. DSA I hereby certify tha/I/nave inspected the above reported work in accordance with the requirements of DSA approved documents Sampling and testing were conducted in accordance with the requirements of the DSA approved documents The work inspected complies with the DSA approved documents Yes No _ Inspector Initials _...__. signature authorizes tile above work SCST205 (REV 8/04] DUE TO THE POOR QUALITY OF THE FOLLOWING DOCUMENT, THE ORIGINAL HAS BEEN RETAINED IN THE BUILDING DEPT. FILE SOIL • TESTING IN- st SOUTHERN CALIFORNIA SOIL & TESTING, INC 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, PAX (619) 280-4717 SCS&T FILE NO. & - P.O. NO.: PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ^'REINFORCED CONCRETE n REINFORCED MASONRY n WELDING a FIREPROOFING D QC CONCRETE D ROOFING/WATERPROOFING D PT CONCRETOSTRESS G EPOXY ANCHORS D H S BOLTING D ROJECT TITLE _ ,H f-Z, t-PHASE #DSA RLE NO •*>/*DSA APP NO ^ / ,,- PLAN FILE NOX r 1 • ,',' f e ENERAL' CONTRACTOR SUBCONTRACTOR 1 fj ^ t LOCAT.ON OF WORK .NSPECTED MATERIAL CLASS.F.CATION-/I/"f DATE, y / 7 DESCRIPTION OF WORK INSPECTED TIME ARRIVED j 2" &<'TIME DEPARTED ~i f i*-' L, ^f~ UBC I hereby certify that I have inspected the above reported work Unless noted otherwise the work inspected is to the best.o! my knowledge in compliance with the approved plans,/ specifications and applicable sections of the "governing building laws Inspector Initials ftf'J^^**^ ' ^ ' DSA 1 hereby certnvthatI have^ inspected,the above reported work in accordance with the requirements-'of DSA' approved ^documents.- Samplingxahd testing iwere -conducted in accordance with the'requirefnents'bf the DSA complies with the DSA approved documents Yes _j No r.V._ Inspector lnitialsl_l__ ' uaiik|jiiMy -OHM \C^\ITI^ T vv^ii^ w^/iIUU^L^U ui A approved documents The work inspected' 7 REGISTRATION Ho •SUPERINTENDENTS SIGNATURE authorizes the above work. •< _ 'yf ' DATE SCST205 (REV MM) SOIL & TESTING INI 5 ./SiC, SOUTHERN CALIFORNIA SOIL & TESTING, INC, 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO. P.O. NO.: PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR: ^REINFORCED CONCRETE a REINFORCED MASONRY n WELDING a FIREPROOFING D Q C CONCRETE Q ROOFING/WATERPROOFING D PT CONCRETE/STRESS D EPOXY ANCHORS D H S BOLTING D ^ cu DSA F1LE DSA APR NO ARCHITECT ENGINEER r> GENERAL CONTRACTOR /,SUBCONTRACTOR LOCATION OF WORK INSPECTED -#,,-** MATERIAL CLASS.F.CATION , DATE DESCRIPTION OF WORK INSPECTED: TIME ARRIVED TIME DEPARTED. I i > ™ff /f /-*/" - i , 1f--"1(4 *** t- (I c^. N. e . // i-Cf-i ///.,. f,'/p. // UBC I hereby certify that 1 have inspected the above reported work Unless noted otherwise, the work inspected is to the best of my knowledge in compliance'with the approved plans, specifications and apoitcabje^ections of the governing building laws inspector Initials s^fM**T^ „„_ DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents Sampling and testing were conducted m accordance with ,the requirements of the DSA approved documents The, work inspected complies with the DSA approved documents -'-"'->•* ^ , ; ^ Yes Jj No JCx.T^ Inspector Initials,,^,'..L^_L..............J-.^......^,-^,-^-.-.-^..-,....^....".,.„ REGISTRATION NO. SCST205 (REV 8/04) * (OIL & TEITING INi 36594 SOUTHERN CALIFORNIA SOIL & TESTING, INC, 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO CA 92160-0627 Phont, (619) 280-4^21. FAX (619) 280-4717 SCS&T FILE NO. ^Li P.O. NO.: J PL NC FIX PAGE OF FIELD INSPECTION REPORT FOR:D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING DOC CONCRETE D ROOFING/WATERPROOFING D PT CONCRETE/STRESS DEPOXYANCHORS D H S BOLTING CJv/ ( PROJECT TfTLE 1' uJ ' "I• -v- H U\ t> MS \ '^l PHASE #-DSA FILE NO DSAAPP NO 'HOJECT ADDRESS A -^ <-^,-\ '•_' < fi V.' PERMIT NO o PLAN FILE NO ARCHITECT ENGINEER iENERAL CONTRACTOR 1-otfe.g SUB CONTRACTOR--f-<ig f. LOCATION OF WORK INSPECTED Tr^ - i^*C 4'f Ci v/ MATERIAL CLASSIFICATION 0 4- _r v T.-^M . DATE -i DESCRIPTION OF WORK INSPECTED TIME ARRIVED.TIME DEPARTED. „„A .'J.'U f iU / »a / JrJO L-* ?: ?t-? r ds> ,o . TC^ I'^v UBC I hereby certify that I have inspected the above reported work Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws Inspector Initials Id * s / DSA 1 hereby certify that I have inspected the" above reported work in accordance with the requirements of DSA approved documents Sampling and testing were conducted in accordance with the requirements of the DSA approved documents The work inspected complies with the DSA approved documents Yes .-No Inspector Initials •SUPEFUKTENDENTS SIGNATURE •Ignature autborlzes the abow* work- OATE7/ .SCST205 (REV 8/04)^ 4 SOIL f. TESTING INC sc ST SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO, CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 - ' SCS&TFILENO. OMl P. O. NO.- NC FIX PAGE <_ OF i SOILS ENGINEERING & GEOLOGY FIELD REPORT. D SITE OBSERVATION D GRADING OBSERVATION n PR-GRADE ,0 FOOTING OBSERVATION D PIER OBSERVATION D PROJECT TITLE DSA FILE NO DSA APR NO PROJECT ADDRESS Y~V-.~ PERMIT NO PLAN FILE NO ARCHITECT-ENGINEER U- GENERAL CONTRACTOR SUB CONTRACTOR •K LOCATION OF WORK INSPECTED DATE:DESCRIPTION OF WORK INSPECTED TIME ARRIVED. > MINIMUM CHARGE: TIME DEPARTED- Vl SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THOSE ASSUMED IN THE SOIL INVESTIGATION REPORT FOUNDATION EXCAVATIONS EXTEND TO THE PROPER DEPTH AND BEARING STRATA FOUNDATION EXCAVATIONS DEMONSTRATE AN ADEQUATE AMOUNT OF COMPACTION FOR THE PROPOSED BEARING PRESSURE. FOUNDATION EXCAVATIONS SHOULD BE CLEARED OF ALL LOOSE SOILS PRIOR TO CONCRETE PLACEMENT D COMMENTS: V -W t PE REVIEW -\/\ INSPECTOR S SIGNATURE: '' ,"• ^ "^ "**K~J<x~ •"'/*' S$'' ' J^-" _^f-Aj*' f -r '?£Z-t*&?-- 'SUPERINTENDENT S SIGNATURE •signature authorizes the above work. REGISTRAT1ON No , f •' f ' J*> /,' j DATE ' SCSI 200 (02/04) STRUCTURAL ENGINEERING SOLUTIONS October 17, 2006 Mr Wayne Davis AIA .Davis Group Architects 610 West Ash Street, Suite #1103 San Diego, CA 92101 Re Structural Observation - Wood Framing ' ' • Cassia Heights Apartments Structural"Engineering Solutions, Inc performed its structural observation of the wood framing of all five buildings on Wednesday, May 11 The following items were noted and addressed in the *. field i* , 1) -'At the 2nd floor framing level of buildings 1-4, where the 6x10 beams frame into the adjacent walls, gaps were found between the floor sheathing and the top of the beam this would prevent adequate load transfer for the post above We advised that additional blocking be cut and fit in these gaps to provide proper load transfer to the foundation 2) At the roof framing level of buildings 1 -4, we noticed that in several locations top plate splices occurred in close proximity to DSC4 drag connections We instructed that additional nailing be provided at the splice to ensure adequate load transfer between plates 3) Shear wall edge nailing from the low roof to the balloon framed walls on gridlmes 3 & 6 of ^ the commons building (see detail 7/S8 2) was not provided The contractor was instructed to provide the proper edge nailing 4) i The specified LTP4 hardware as show in detail 5/S8 2 was, not provided at the upper roof of the commons buildings The contractor was instructed to provide the hardware as specified 5) In the commons building, the additional diaphragm sheathing that was specified in revised details 12/S8 2 & 13/S8 2 was not fully placed and the shear wall edge nailing as specified in detail 13/S8 2 was not provided The contractor was instructed to complete the sheathing of the diaphragm and to provide the proper edge nailing We also instructed that blocking be provided in the walls adjacent to the 4x10 beam'and that the "16d @ 8" nailing as specified in detail 12/S8 2 be provided over the length of the walls Sincerely, Tony Serna, EIT Professional 05-0l()fr3 45901 Sandia Creek Dr * Temecula, CA 92590 Phone 951-699-2666 Fax 951-699-2655. wwtv. SE-Solutions.net POST-TENSIONING INSTITUTE s. Professional Page 1 of 1 STRUCTURAL ENGINEERING SOLUTIONS May 30, 2006 Mr Wayne Davis AIA / Davis Group Architects 343 Fourth Avenue, Suite 204 San Diego, California 92101 Re Structural Observation - Post-tensioned Podium Cassia Heights Apartments Structural Engineering Solutions performed its structural observation for the post-tensioned concrete podium of Building 1 on Friday, May 26 The following items were noted and addressed in the field 1) The continuously distributed reinforcing steel (#4 at 48" max ), as specified in note 4 of the "Post Tensioning Notes" on sheet S1 0 of the plans and was also shown on the approved shop drawings, was not provide over the full length of slab in the short direction The contractor was instructed to provide the additional steel per plan The contractor was also informed that the distributed reinforcing may also double as chair support bars 2) Mechanical/electrical conduit was found passing over a column and drop head at the southwest corner of the building This would reduce the shear capacity of the slab at one its most critical locations The contractor was instructed to re-route the conduit so as to bypass the column and drop head 3) The tops of several of the interior columns were placed short of their proper elevation Some of these columns appeared to be patched after the fact while others remained shy of their proper elevation Severe cracking was observed at the locations of the patch work and appeared to be a source of potential spalling of the concrete This was • discussed with the contractor in the field The contractor was advised that these areas will require re-working, either remove and form for inclusion with the slab pour or remove and replace with a non-shrmk polymer modified patch after the slab pour - contractor's option 4) Some of the support bars, including one constructed out of metal conduit, were sitting directly on the form deck The contractor was notified to that all reinforcement and support bars must be placed a minimum of Y* up from the bottom of the slab Sincerely, Tony Serna, HIT 45901 Sandia Creek Dr Temecula,CA 92590 QKPOST-TENSIONINGECS INSTITUTE Professional Phone 951-699-2666 Professional Fax 951-699-2655 05-oiofM www.SE-Solutions.net Page 1 of 1 sc Southern California Soil and Testing, Inc. 6280 Riverdale Street, P O Box 600627, San Diego, CA 92160 (619) 280-4321 Masonry Prism Compressive Strength Test Report File Number Project Title Project Location Architect Engineer Contractor 0511279 Cassia Heights 2005 Cassia Rd— m Davis SES • ' , Permit No BOS Allgire/Earl K Powers Plan File No - Location in Structure Material Supplier Mix Designation Admixture(s) Time in Mixer Air Temp Truck Number Samples Made By 1st Lift Pour@ PD/P1-P10 - 8x8x16 Prisms Palomar 38620,1 ~ 55 Mins Slump Inches 7 00 70 ° Ticket Number 11 2990 313 ~ Samples Tested By CN , BA , Laboratory Number Mark Date Made Date Received Date Tested Nominal Size, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days Required 28 Day Strength, psi * 5650 02/16/06 02/18/06 03/16/06 5776 183,750 3,180 28 2,000 5651 03/16/06 5738 177,250 3,090 28 . 5652 03/16/06 5814 .174,500 3,000 28 ! - ' Specimen sampling, transportation and compressive strength testing were performed by this agency m_ accordance with the applicable ASTM C1314 standaVds This agency makes no other warranties express or implied Distribution (6) Affirmed Housing Group-Laura Barlow KaCit^marisbjadHr 1 ., t '"" . V Reviewed By 1^25^ S7 s^±~--^-^'~£K..(/&eTj...- . ' Edward C Trasoras, RCE # 44233 3/17/2006 ' Southern California Soil and Testing, Inc. Riverdale Street, P O Box 600627, San Diego, CA 92160 (619) 280-4321 Masonry Prism Compressive Strength Test Report File Number Project Title Project Location Architect Engineer Contractor 0511279 Cassia Heights 2005 Cassia Rd Davis SES Permit No BOS Allgire/Earl K Powers Plan File No Location In Structure Material Supplier Mix Designation Admixture(s) Time in Mixer Air Temp Truck Number Samples Made By 1st Lift Pour @ PD/P1-P10-8x12x16 Prisms Palomar 386201 55 Mms Slump Inches 70 ° Ticket Number 313 Samples Tested By BA • 700 112990 CN -> Laboratory Number Mark Date Made Date Received Date Tested Nominal Size, Inches Area, Square Inches / Maximum Load, Pounds Compressive Strength, psi Age Tested, Days Required 28 Day Strength, psi 5653 02/16/06 02/18/06 03/16/06 9048 295,750 3,270 28 2,000 5654 03/16/06 9240 314,250 3,400 28 5655 03/16/06 9570 338,250 3,530 28 " - Specimen sampling, transportation and Compressive strength testing were performed by this agency in accordance- with the applicable ASTM C1314 standards ( This agency makes no other warranties express or implied Distribution (6) Affirmed Housing Group-Laura Barlow CUCity of Carlsbad Reviewed By ___^^ 'Zpr [/. £~—<jaCs'^l**~+.~.!/#<*?%„ - Edward C Trasoras, RCE # 44233 3/1 7/2006 Southern California Soil and Testing, Inc. 6280 Riverdale Street, P, O Box 600627, San Diego, CA 92160 (619) 280-4321 Grout Compressive Strength Test Report File Number Project Title Project Location Architect Engineer Contractor 0511279 Cassia Heights 2005 Cassia Road Davis S E S - Permit No Allgire Plan File No i Location In Structure Material Supplier Mix Designation Admixture(s) Time in Mixer Air Temp Truck Number Samples Made By H: First Lift Pour PD, P1-P10 Palomar 386201 * ^ * 55 Mins Slump Inches 7 00 70 CC Temp 78 ° 313 Ticket Number 112990 BA Samples Tested By CN ,. Laboratory Number Mark Date Made Date Received ' Date Tested Nominal Size, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength; psi Age Tested, Days Required 28 Day Strength, psi • 5647 02/16/06 02/18/06 02/23/06 10 18 22,500 2,210 7 2,000 5648 03/16/06 • 1063 40,180 4,010 • 28 5649 "• 03/16/06 992 34,580 3,450 28 A i - Specimen compressive strength testing were performed by this agency in accordance with the ASTM C1019 standards This agency makes no other warranties express or mplied Distribution •> (6) Affirmed Housing Group-Laura Barlow • * •, Reviewed By: ^^r_. (f&cg . _ Edward C Trasoras, RCE # 44233 t 3/17/2006 '