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Home My WebLink About1830 MARRON RD; 124; CB052690; Permit1, City of Carlsbad '' ' , , • 1635 Faraday Av .Carlsbad,' CA 92008 . - 07-212005 - - '-. Commerciai/industrial Permit' Permit NoHCBO52690 7' Building Inspection Request Line (760) 602-2725,,' J - - - - . • Job Address 1830 MARRON RD CBAD St 124 Permit •- ', Ti , Sub Type: COMM - Parcel No 0000000000 - Lot # 0 Status ISSUED ' Valuation:,$112,640.00 'Construction Type NEW Applied -'07/21/2005 Occupancy Group: Reference #: Entered By: MDP - 'Project'Title:.. ' TEMECULA VALLEY BANK -.' Plan Approved: .' 07/21/2005.' ,.41 .' . 3,520 SF OFFICE TO BANK '- - -. Issued: 07/21/2005 - -• -. -, . I ' - Inspect Area: '- •- Plan Check#: -•• , - Applicant: Owner * ;.:J:-c "' •'. :'• -': tT TEMECULA 42583 /. \\.J) :-.• '., - '(') \ .,- Building Permit / '—' $58660 Meter Size.$c, (\J J \ Add 'I Building Permit Fee ,/ $0 00? Add 'I ReckWter Con Fee' \ .$0.00 ' Plan Check' •-'. / .,. ,/ '$381.29 Metere\ - N- - \ $0.00-, "- 'Add'I Plan Check Feef ' $0.00/ SDCWA Fee ': $0.00-, Plan Check Discount! " $0 00 CFD Payoff Fee \ $0.66. Strong Motion Fee / $23 65PEF.(3i 05540) ' $000 Park Fee I $0 00 'PE- (4305540) $0 00 LFM Fee .Ø!!ç tLMetei Size JIuII!!5 Add'l Pot: Water Con. Fee -' ' $0.00 Redev Parking Fee '. '. / • $0.00 Red Water Con Fee '$0 004corAdditional Fees / $000 \ (7 TOTAL PERME $1 05054 Total Fees $1,050.54 Total Pamdnts ojDáte rn. \$OOO Bie Due $1,050 54 - 3093 07/21/05 0002 01 02 - '.' ,.. •- ,. .- , '. - ' 'COP 105054 .' .. , '. I ' .t ' I '. , .I %a_,. ,, - - ' - -- - ' ,-' - 4 • - ,-a' •' ,• . - • . , • .' , • '• a. FINAL APPROVAL ' <- inspector 'Date__ Ciearnce NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter, Eollectively, referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follovith6 protest pr6cedures~set forth in Goy~mment Cod; Section 66020(a), and file the protest and any other required information with the City Man~ger,for- processing in accordance with Carlsbad Municipal Code Section 332030 Failure to timely follow that procedure will bar any subsequent legal action to attack review, set aside void or annul their imposition 3 -' I / Yoi,i are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to 'water and sewer connection fees and capacity - - - - - - change,- nor planning, zoning, grading or other similar appliatioñ processing or service fees ih connection with this project. NOR DOES IT APPLY to any 'fees/exactions of which' you have peviously been given a NOTICE similar to this, or as to which the statute of linitations has oreviosly otheiwise expired. ,. - - - _, - , - - '-- a i- - _', •,,*, - - --- •-:-, - .a- -' ..-( • -- - .-- - ,I_ •, •,, ,', . 1' ' - -, ' - - -t - .- •a, ,- - - ' ' ' - ' FOR OFFICE USE ONLY /'PERMIT APPLICATION . PLAN CHECK NO CITY OF CARLSBAD BUILDING DEPARTMENT EST VAL 1635 Faraday Aye, Carlsbad, CA 92008 Plan Ck, Deposit - Validated By__________________________ PROJECT lNFoAiATöW .. /2 ig 2 iaI Lr.I,I V4LL . Address (include gilt? usiness Name (at this address) - . . c : • ¼ , ., 4.. -: -' / Legal Description Lot No S bdivision Name/Number Unit No Phase N9 Total # of units Assessor's Parcel # Existing Use Proposed Use L Description. of Work:............................. ' ';-. FT. APT #of Stoiies - - 4 of'Bedróorns ' #'of Bathrooms — * __ 51 TvT Name.............................. ! V Address City - State Z a . TeIephone'#,.- Fix #- APPI'LICANT nt tar Aèiit'iC trãtor O a r Ag at far 0 ner - it N ame. äfh 6I' TcYflEcu/ 94JJ /&0a.qF - ame................................- - 'Adress-'.-' --'- ct'- Step -,P T!ephone #-- AA Name Address City Stat Zip Ti' phone # QT,ACTOR cA&L(A T.. (Sec 7031 5 Business and Professions Code Any City'or County, which requires a permit to construct alter, improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file ,a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Ch apter 9 commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name Address City State/Zip t Telephone # State License # License Class City Business License # Designer Name - Address.,. State/Zip', . Telephone " StateLicense# ................ '- ,' ,•..' ' ,, , ;, .•/'.i,..t' :.'TS ', 1 ORERS]CP.MLSAT(0N Workers Compensation Declaration I hereby affirm under penalty of perjury one cf the following declarations o I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued 0 I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are r lnsurane Company ' Policy No Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001-OR LESS)' C] CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to'cririinal enaItis and civil fines up to one hundred thousand dollars ($100,000); in addition to the cost of compensai damages as provided tbr in Section 3706 of the'Labor code;'inerest and attorney's fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: .e '.- ta .................. . - . I as owner of th" property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of proprty who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpise of sale) I as owner of the property, am exclusively contracting with licensed contractors to construct the proJect (Sec 7044 Business and Professions Code The i Contractor s License Law does not apply to an owneP'of property who buildsor improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement YES NO, 2 (hay / have not) signed an application for a building 5'ermit for the proposed work 3., I ave contracted wi h the follow g er on (firm) to provide the proposed construction (include name.! address / phone nurtber1 / contractors license number): - t7CJ/fl.RA. ) 4i1 ' - .. • •• •-•. "- '-. •- •; 4" I plan to'prdvide portions of thè rk but.] vè hir the'fOlIOwing pirs 7i to coordinate, super- and pr Id - the-"" r.work(ihclude n è'i ddress / hne number! contractors license numberOhj' I. fde4a g .O 9 5. I will provide some of the work, ut I have.contracted (hired) the following persons to provide the work indicated (include name,/,address'/'phone number ty'pe PROPERTY OWNER SIGNATU A "DATE'.- I Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under, Sections 25505,-,25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? 0 YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? 0 YES NO IF ANY OF THE-ANSWERS ARE !YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET' OR ISMEETING THE-' I: REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE'AIR POauTIoN CONTROL DISTRICT..: - --- -- • - - // •• - -• • ttttS'i/.. - I hereby affirm that there a construction lending agency for the performance of th cik for ihich this permit is issued 5 097 C C do S LENDER'S NAa1E S ,2't9 , • - - 1ENDER'S'ADDRESS. . : .. : - • - . -, tAPPJ!ICANTZCERTIEIcATION " f5L'L . - - - "• - P I certify that I have read the application and state that the above information is correct and that the information on the plans is ac cur atr' I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the Cit, of Carlsbad totenter upon the above mentioned, - property for inspection purposes. - I ALSO AGREE TO.,, SAVE, INDEMNIFY AND: KEEP HARMLESS THE 'CITY OF 'CARLSBAb AGAINST, ALL LIABILITIES, • - JUDGMENTS,-COSTS'AND EXPENSESWHICH MAY INANY WAY ACCRUE AGAINST SAID CITY.INCONSEQUENCE OF THE GRANTING: 00 THIS-PERMIT: - -------------------------' - -, . . . .. • H:, - •.. .. - e- - OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 Stories in height EXPIRATION: Every permit issued by the bull g10 icil ünd' he provisiors'6fthis Code shall expire by liri'ritaioñ 'and become null ..and void ((the building or work is WHITE File YELLOW Applicant PINK Finance W . City of Carlsbad Bldg Inspection Request For 10/26/2005 Perrnit# CB052690 * Inspector Assignment: RB Title: TEMECULA VALLEY BANK Description: 3,520 SF OFFICE-TO BANK Type: TI-' Sub Type: COMM - Phone: 7607161133 Job Address: 1830 -MARRON RD Suites 124 Lot 0 Location: . Inspector: -. APPLICANT SCHEMPP DON • '. - , :. Owner Remarks: PAUL WILL HAVE INSP. RECORD CARD • Total Time: - Requested By: JOHN . Entered By: CHRISTINE CD Description Act Comment 19 Final Struciral 29 Final Plumbing 39 Final Electrical 49 Final Mechanical,.,. / S. Associated PCRs/CVs Inspection History' . . Date Description '. Act. lnsp Comments . 10/06/2005 19 Final Structural PA. RB TEMPCOFOGRANTED - SEENOTICE : 10/06/2005 29 Final Plumbing AP RB 10/06/2005 39 Final Electrical AP RB . 10/06/2005- 49 Final Mechanical , AP RB - - 09/19/2005 51' Excav/Steel/Bonding/Fence CA RB wrong permit number entered. 08/18/2005 21 Underground/UnderFloor * AP RB . 08/18/2005 22 Sewer/Water Service - •WC RB 08/18/2005 24 Rough/Topout ' AP RB - 08/08/2005 17 Interior Lath/Drywall • AP BN • D.W. ONLY S • 08/04/2005. 14 Frame/Steel/Bolting/Welding - AP, RB SEE NOTICE FOR ADDED STORAGE RM 08/04/2005 34 Rough Electric • - PA RB CHECK FOR GRND SWITCHES 08/01/2005- 14 Frame/Steel/Bolting/Welding CO RB STOP SEE NOTICE - - 08/01/2005 • 34 Rough Electric ' CO RB Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San liiëgo, CA.,.92177-8403 ,.1nt SPECIAL INSPECTION REPORT Project: T'e. c 15i ct//d, .&..,k' Address /?3 C City: Permit Number (2 8 OS2 (, 9 D Plan File Number TYPE OF OBSERVATIONS: Reinforcing ,Steel Reinforced Concrete ____ Structural Masonry Field Welding )( Epoxy Prestressed Concrete Shop Welding Bolting Fireproofing Number of Samples Type MaterialslDesignMixlPsi_'lJ 6it 77 J-- Date 21- Oi— REPORT fe r e.' /1 c €ic c / c -e, 7, e. 4J i 7a'r ~2L 7 14. / 7 /'o I cA. c6), 6 WORK)SPECTE) CONI ORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHWI ERSE NOTED qZ Tam IN: TIME OUT:_____ Inspector (Print) Certification # (:Z2/2Y6 GCIIth! Coitractor Inspector's Signature City Phon:,________________________________ Authorized Job Site Contact Signature y - rLrUjNMNIjL Carl Schmidt Inspection Seres, (ne. P.O Box 178403 San Dk; CA 92177-8403 (619) 855-9252 SJ'ECJAI INSPECTION REPORT Proje* 7 iç Jg i"c. //ev .i ft Address. /3 C 147j.. r-o , ,L) 'F. - Cily PeruitNber - TYPE OF OSRVA1JONS. Reinforcmg Steel Reinforced Concrete - StmctutJ Masonry Field Welding Epoxy - Prestressed Concrete '.Shop Welding - Bolting -fireproofing---, Number of SampJes Type:_ Mte1sfDegnMix/P_ 13 (, 704 - REPORT i',t 7i, e Co /7ecf' ciit/cLr " _ ti/7" p L7'b_ 2 ae/ C P1 ec..T 7L6: b'ooj, co sc '-i z_x'z '-' A.ZT //c,ps.1-fc c/ce'/i.j C, 4,4.; I/'c/f r WORKSPECTEi? CONFORMS WITH APPROVED PLANS AND S)'ECEFICAflONS UNLESS OTHERWISE NOTED ç,J in, 'I Z TM IN TIME OUT Inspector (Print) -; Certification # - 1 ".V44 Gener&iContxac Inspector',; Signature City - Phone: Authorized Job Site Coitsct Signature - - : DATE: 06-Jun-2005 JOB Temecula STRUCTURAL TECHNOLOGY SHEET ' Valley Bank 651 Arroyo Dr. 1 San Diego, CA 92103-6401 . BY: LR . No'. V001-44 (619) 296-2096 , of 3 -------------------- . CLIENT: Ford Financial Equipment, Inc. C_HoR-17 . '1997 CODE: UBC/2001 CBC fOC LOCATION: Carlsbad , CA " Y WALLS '(Outside dims) . .' ' ' 3 -'1&298 /2 252 ,54,-# , Wall Thickness = 5.0 in 60.4 psf I Top Thickness 5.0 in 60.4 psf ' --+ S51 5M •i-oa - 2324 D = 9.8 ft ' ' L = 21.8 ft I (3) (2) ' I - ' 0 I ' (4)1 DOOR Width = 4.1 ft Height = 7.1 ft. -I- ::::::::: -> NI 'coo Weight 3900 s 0,0 Dist from axis to CL door = 16.2 ft Design max superimposed load = 40 psf 4t- CONCRETE PLANK Thickness 5.00 inches Bar size II . 4 dto bars 350 inches Bar spacing 5.0 -QRP ORJC 24 17Co ,= ( Fy 60000 psi Steel % = 0.0114 ' Span 9.42 ft ' Insert spacing = 102.00 in ' ' - Min 14 Ga ASTM A36 steel inserts omega = 0.0114 *'60000 / 10000 = 0.0686 Ku = 9* 0.0686 * (1 - 0.59 * 0.0686) 592 F = 12*3.50"2/12000 = 0.012 Mu = Ku*F 592*0.012 7.254 ft-ku/ft Wu12/8 ' - - . ' ' /' ' I4400 Fix. 3,V& ',o_7o7x CD ?(..f..33 Wu = 654 psfu ' W dl 60 psf 85 16 2 Wu = 569 u= 335 / . Plank can support 335 psf superimposed load Design superimposed load = 40 Deflection Mcr = 7.5*(10000psi).5*(12in*(5.00in)3 /12) '/2.50in - 3125 ft-lb ' ' ' ' • Ma = 100psf * (9.42ft)y/8 = 670 . (Mcr/Ma)? = 101 - ' FE j [(pn)2+2pn]'.5-pn = ' 0.286 ' Icr = [0.286'3/3 + O.0114*5.0(1_2*O.286+O.2862))*12*5.03 le = in4 - Defi = 0.023 in ' ' ' 4o45994 • DATE: 06-Jun-2005 JOB Temecula STRUCTURAL TECHNOLOGY SHEET . Valley Bank 651 Arroyo Dr. 2 . San Diego, CA 92103-6401 BY: LR No. VOO1-44 (619) .296-2096 of 3 LATERAL ANALYSIS (SIMPLIFIED BASE SHEAR) (PER UBC 1630.2.3) Ca = 0.57 R = 4.50 3*Ca/R = 0.38l/ . V = 3Ca/R W 11967 lbs OTM = 101723 ft-lbs . . . MASS X Y- MASS MASS . (lbs) (ft) (ft) * X. * y .. . . . . . ROOF . .• AREA #1 . 12965 10.92 . 4.92 141510 63722 . R*dx RIGIDITY . dx = dy = or DOOR MT ADDITIONAL 2160 16.17 0.21 34923 450 Rx Ry R*X R*Y X-Xcr Y-Ycr R*dy R*d2 WALLS . WALL 1 5605 10.,92 0.21 61182 . 1168 . 3.91 0.81 6.08 23.75 144 WALL 2 Lo 5605 10.92 9.62 61182 53932 7.12 68.52 3.34 23.75 79 WALL 3 2524 0.21 4.92 526 12406 . L93 0.40 10.71 20.67 221 WALL 4 2524 21.62 4.92 54574 12406 1.93 41.74 10.71 20.67 - 221 Total Mas 313831 . 353897 144083 3.86 11.03 42.14 69.33 666 Location of C.G.: Xcm = 11.28 ft 8718 Ycm = 4.59 ft Xcr = 10.92 ft US R(L[I. ' RS.L- M12 ' ,AMC_HOR_ 15 Ycr = 6.29 ft Fv R*V Force Force Force F = . Trib Max Corner Weld ( tc.'O from -from from Fv+ OTM = Unit roof Pier Net Spacing \ . sum(R) mm. Mt Mt(x) (if) (if) (if) Mt (y) (if) Ftor (if) F*ht (if) Shear width Mr T or C (if/i ) . () (if) (if). 6.0" weld •. (' 0/c) _ '-''' I WALL 1 4240. 466 723 WALL 2 7727 466 0 154 154 4964 -42191 8193 / 69640 351 4.92 80910 0 375 4.92 193119 0 NONE NONE. ,'LLo T It-1-' L 33 WALL 3• 5984 405 629 134 6389 54307 650 2.00 30649 2407 8.50 - IP52 WALL 4 5984 405 629 134 6389 54307 650 2.00 30649 2407'/8.50 • ALLo Weld based on 3/16" leg & E70XX electrodes 4f 33 4 /Ac,oi Torsional Moment (Mtor) mm 13062 - Assuming 6.0" welds, calculated spacing = Torsional Moment X direction = 20288 ft-lbs V14400 psi*3/16*0.7071 in 6.00 in / 650 plf = 17.62 ft Torsional Moment Y direction = 4328 ft-lbs use 8.50 'ft 0/a max spacing, welds stressed Torsional Moment (Mtor) max = 20288 ft-lbs continuous field inspection is not required. Seismic Stresses Between Vault and Door Frame Cp = 0.57 Ip = 1.0 . 4CaIpWp = 2.29* 3900 lbs = 8923 lbs 'ROVID 2 ANC.41OR.5 Miki e. Assuming the door is open during seismic event .a .M3900 lbs * 4.08/2 ft = 7956 ft-lbs kALL. HIt'&.7A.ftL& Bending stress 7956 ft-lbs / ((7.06 ft - 1 ft)2/6) = 1300 lbs/ft , Direct stress = 8923 lbs / (7.06 ft - ift) = Reaction at top of vault = 7956.0 ft-lbs/7.1 ft + 8923 lbs/2 1472 lbs/ft = 5589 lbs = 2794 plf . . . V REGUR.D- Structural Technology Consultants.lnc. .651 Arroyo Drive, San Diego, CA 92103 (619) 296-2096 • (800) 681-8106 • FAX (619) 296-2196 PROJECT: TMCUL-A V,ALL AA1KI I PROJ. NO. V00 1` 44; DESIGNER: 1.-v., AsuM ALo: i AI PRE 6 .. OOO Psf Fx 9. 83 /2 (Io °1 Af - 31 . 85S/1-25 r • . , .7.! r •< : 1000 rsr S - DO NOT REPRODUCE THESE DRAWINGS AND SPECIFICATIONS NIII4C*JT THE EXPRESSED WRITTEN PERi1I55ICN OF 5TJC1'JR4L TECHNOLOGY CONSULTANTS INC. (SIC). THE DRAWINGS AND SPECIFICATIONS ARE IMSTJF-1ENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF SIC WHETHER THE PROJECT FOR WWICW Ti-lEr ARE MADE IS EXEOJItD OR NOT. TWESE DRAWINGS OR FOR ADDITIONS TO THIS AND SPECIFICATIONS SWALL Not BE USED BY ANYONE ON ANY OTHER FORD ''FINANCIAL - PROJECT BY OTWERS EXCEPT BY THE EXPRESSED WRITTEN PER1I55la.l OF &TC • Ill AT - - kELD PLATE CONT.• - - I. CC*'CREIE ic • 10000 PSI FOR STRENGTH TO SE EA. NAY. MIN. i \ - I \ - _ç •• -'- - - — . VERIFIED 41FRECA&I PLANT. 2. CONCRETE ic • 2500 PSI FOR S IO2T1 SLAB ON GRADE. . . REINFORCING ASTM AIS, GR. 0. ASTM A36. . ROLLED STEEL LESTEEL — ON L2x2x3/IG 10: BASE, PLAN E 3/Ia STRIP, . PROVIDE PERIODIC SPECIAL. TIP IF GAP> 1/4 H %1,:,l " INSPECTION FOR FIELD WELDING 3/Is V- 02 PER USC SECTION 1101 1 ALL WELDING SI-IALL SE TYPICAL PANEL JOINT ' PERFORIED BY CERTIFIED WELDERS WELDS USING E1O CEILING TO CEILING "-' E>11 . . CONC.SLAB REINF. ELECTRODES OR HIRE$ AND MS, APPROVED SYSTEMS AND NALL TO NALL .-EA.T BY OTHERS PROCEDURES ARE ACCEPTABLE. 8. ANCHOR SPECIFICATIONS: TYPICAL CORNER CONNECTION TYPICAL BASE CONNECTION CONCRETE ANCHOR PER ICSO CEILING TO WALL - 381. S • - WALL 10. HALL : NO SPECIAL INSPECTION IS . REQUIRED. INSTALL ANCI-1ORS AFTER - - - - -. - CONCRETE WAS ATTAINED DESIGN - 21-10 * CONCRETE PLANKS - . STRENGTH./4 -. - : ll? / . I • CEILING i - 8 S I0.NO LOADS IQeE PLACED ON. - ••= TOP OF VLT WITHOUT REVIEW BY ENGINEER i ONNER. 33 ANCI-ORS ' I I ): -I TIP SPACED AS SHOWN ANCHOR DETAIL L_ 1 ________________ ___. __-. . - STRUCTURAL TECHNOLOGY S - TIP - - . . - S - FE,- CONSULTANTS INCORPORATED WALL I ARROYO DRIVE2 - / N COrsi' R' PANEL TIP. - - - / SAN DIEGO CA 32103 I4-° I I S 2%20 4-I .- -- o' No C46994 TEMECULA VALLEY BANK - BASE PLAN - S - ROOF PLAN - - 830. MAPRON DRIvE. S - S - .- . - CARLSBAD CA 92008 #--• - DATE 0(o-0-0E, - - Y00I-44 I DNG NO I SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION 1 -° fqpy- PLAN CHECK NUMBER7 'iOWNER'S NAME I, as the owner, or agent of the.ówner. (contractors may not employ the. special inspector), certify / that I, or. the architect/engineer of record, will be responsible for employing the special.. inspector(s) as required by the Uniform Building Code (UBC) Section 1701.1 for the• construction pr ject lo fed at the site listed above. UBC Section 106.3.5. . . . SigneQ/2 I, as the architect/engineer of record, certify that I have prepared the following special inspection program as required by UBC Section lY6 3 5 for the construction project located at the site listed above Architect's/Engineer's Seal and Signature required 4 : Signed 1 List of work requiring special inspection Soils Compliance Prior to Foundation Inspection Field Welding 0. Structural Concrete over 2500 PSI . : . High Strength Bolting . .. Prestressed Concrete 0 Expansion/Epoxy Anchors Structural Masonry , 0 Sprayed-On Fireproofing Designer Specified . . . . 0 Other. -. . : . • 2 Name(s) of individual(s) or firm(s) responsible for the special inspection listed above SC C. 3 - Duties of the special inspectors for the work listed above . . •.. . - Special Inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site: