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Home My WebLink About2231 RUTHERFORD RD; ; CB021161; PermitCity of Carlsbad 06-26-2002 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB021161 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2231 RUTHERFORD RD CBAD Tl Sub Type: 2120701900 Lot #: $103,890.00 Construction Type: Reference #:. SPEC STE-2845 SF LOBBY/CORE Tl PHASE 1 & REROOF BUILDING INDUST 0 VN Owner: Status: Applied: _ Entered By: Plan Approved: Issued: Inspect Area: GRANT EVANS-SMITH CONSULTING ARCHITECTS BECKMAN/CARLSBAD I L L C ISSUED 04/16/2002 RMA 06/17/2002 06/17/2002 -C/0 WILLIAM R SECKMAN 0130 06/26/02 0002 01 02 12220 EL CAMINO REAL 92130 858 793-4777 Total Fees: $1,146.47 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee . Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3.Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee lnspecto~ P O BOX 484 ii-.".~-::;.-_-., · J-, • · -i... :S_,rJ! ll..J::J..6 RANCHO SANTA FE CA 92067 Tbtal Payments To Date, $1,033.31 Balance Due: $558.88 $0.00 $B63.27 $0.00 $0.00 $21._82 $0.00 $0:00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00. $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CH> Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL {=lECTRICAL TOT AL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee · Ad<-iitional Fees TOTAL PERMIT FEES $113.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $139.00 $20.00 $43.50 $0.00 $0.00 $0.00 $0.00 $1,146.47 FINAL APPROVAL Date: a -Z-----Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have OO·days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set.forth in Government Code Section 66020(a), and file the.protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f · s/ xa ti n f whi h ti v r vi I n iven N TICE similar t this r as to which the tatute of limitations has reviousl otherwise ex ired. \ 0t\t\~. ' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN cHEcK No. (jJo,l, I I il EST. VAL. ~' s-; 5.:'20 Plan Ck. Deposit. Zl't 2-__J Validated By,;.....,~~~--1,+:,,<".f/--- Date._-1--1--?-=.~+---------- ff· :.<.,•Rorcr1NFORM'i•:rio'rr·-·, --~·=·,----·,-,,···---,···:--.-~,-----.. -;;"'-:s.,,, ------", .:r::;::::-::·:i ~~ ",• .. , ,fu! •• .,,.FL -. -·-------~, ... .-, , .... , -. -.. , ......... -... -.,, . :, ..... , _ .... , "----.. ~--'--\:t' o,c -·---~~ ,.,_,:, I\ ·--2,.'l....;,I o Pc:ANT Address (include Bldg/Suite #) Total # of units_ ame Address . City ?$~:::~CQ,8,JJlAC:!.O.fl_•!J~PM,AN)~ f',4M~, ~~,, -~; __ "__::~, v,J~,_;""': .,-----,,~-,-;.-.v-:,_,;_~-<:--. ~ :~~~-~-~"-t.:_~-~: L~'t:~~:~i~r:~:l.'.;_> -~ll-, :· ~~~~:;,:~, ~-'v~ y-4~4-~,)>.}ti:, -.~\<0,;~;;~0~.,:_;~ (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 • [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, arid 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 [$500)). U)~c::'l"Ul•.r"'l'""t--.... , ~c.,nl Y ~ 110 :~LAH... Gob ,,'lo\6 (M;6)1£S- ·O Address B City State/Zip Telephqn~ # Q State License# 501/5'°() 7 License Class_-=-==---~~--City Business License# / 2_ 0 '-( <--0-- $w,tn+ ~T\H<. hrr1>0'¥s"1"; V'l.'2.1.o e\e Ofl1tU>S?iN .,.o. 0>, 4:\1-1~0 l@&ei) ~~"-'·U".'\ Designer Name Address City State/Zip clephone · State License # C \ \ ;J.O \ ~~~6RKTwoo'"J1lENw@N:7-~= '':' -.,~~-, ~v, ,, y ~~-:-V ,w:,--M~, ,w~-~-«;;~~~:~. ?r;S~,:~=zr~.$-~~~i?~::~:r~:::20;:'{:,\:::~-,'7%;-ry~:;:5"~:~~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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 t')g work for which this permit is issued. [!¥' 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 compen tion;nsuranc rrier an1 policy number are: _ / /_ 4 Insurance Company ~-11.e N ~ -Policy No. ¥ "Z-o z Expiration Date Lf/£ J_'V / (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$10QJ OR Ll:SS) D ~ERTIFICATE 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: l'ailure to sec e workers' co*ll}l)atio coverage is unlawful, and· shall subje9t an employer to criminal penalties and ci_vil fines up to one hundred thousand.dollars ($10 ,0 0) • ·on t c of compensation, damages as provided for in S_ection 3706 of the Labo code interest and attorney's fees. SIGNATURE·---.r-F--f-7"5~&---~----------_:;.-::::::;:::-::-:;-::-:.:::-:-::-----------:::-: DATE O 2.-, . ·(ii -,, OWNER:aui' DER'.OE ': --.• ION· ' ,· '' ' ; '.": -:-.. , -'"': :·: '1 hereby affir~ that I am exem t from the Contractor's License Law for D I, as owner of 'the 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 ,property 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 purpose of _sale). 'D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds· or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [I 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. 0 YES ONO 2. I (have /-have not) signed an application for a building permit for the proposed work. 3. I have contracted,_with the following person (firm) to provide the proposed construction (include name / address I phone number / contractors license .number): 4. I plan-to provide portions of the work, but I have hired the followipg-person to coordinate, supervise-and-provide the major work (include name/ address/ phone number/ contractors license numberl=·----------------------'------------------------- 5. I will provide some of the work, but I have contracted (hired) the followlng persons to provid!! the work indicated (include name/ address / phone number/ type of work): ________________ ~'------------------------,---------------- Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management arid prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES O NO Is the applicant or future building occupant requirec! to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. i~<!mi§..TRV9-iJQ_tf~NR!~MEtl_gy~:::_==:;~,::.:.E.-::.."::~ .. ,: :!J: ,;.(~:1==~ ;;;~;,;.~ 'L~";::::;11:L:,-.:-~:.-t;'.';;:;,,t ~i'.-ii>L:~;~-~-~{fl!":::W:&;'f:i~;~:-~~?:.~:::~::~7: . .c·;;r'.!~1 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME I certify that I have read the application and state that the above information is correct and-that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize rep_resentatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP ARM°LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY: W ACCRUE AGAINST S CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5' authorized by such permit is not commenced within at any time after the work is commenced f - APRLICANT'S SIGNATURE ==------....!...----'""""-=-=~-~=---------- WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 10/23/2002 Permit# CB021161 Title: SPEC STE-2845 SF LOBBY/CORE Tl .Description: PHASE 1 & REROOF BUILDING Type:TI Job Address: Suite: Location: Sub Type: INDUST 2231 RUTHERFORD RD Lot 0 Inspector Assignment: TP --- Phone: 7602472669 Inspector:~ APPLICANT GRANT EVANS-SMITH CONSULTING ARCHITECTS Owner: BECKMAN/CARLSBAD I L L C Remarks: Total Time: Requested By: DAVID Entered By: CHRISTINE CD Description Act Comments 19 Final Structural -IJl2-----'-------- 29 Final Plumbing 39 Final Electrical 49 Final Mechanical -- Associated PCRs/CVs PCR02173 ISSUED PCR02195 ISSUED PCR99302 ISSUED lnsgection Histor!l Date Description Act lnsp Comments 09/23/2002 89 Final Combo co TP 09/19/2002 14 Frame/Steel/Bolting/Welding AP TP ELECT CONDUIT SUPP@TJI 09/19/2002 24 Rough/Topout WC TP 09/19/2002 34 Rough Electric WC TP 09/19/2002 44 Rough/Ducts/Dampers WC TP 09/18/2002 14 Frame/Steel/Bolting/Welding NS TP 09/18/2002 29 Final Plumbing NS TP 09/13/2002 14 Frame/Steel/Bolting/Welding AP TP T-CEIL 1ST FLR LOBBY 09/13/2002 24 Rough/Topout WC TP' 09/13/2002 34 Rough Electric AP TP CEIL LITES 1ST FLR LOBBY 09/13/2002 44 Rough/Ducts/Dampers AP TP puers 1ST FLR LOBBY 09/12/2002 14 Frame/Steel/Bolting/Welding AP TP T-BARCEIL LOBBY 1ST FLR 09/12/2002 24 Rough/Topout WC TP 09/12/2002 34 Rough Electric AP TP CEIL LITES CEIL LOBBY 1ST FLR City of Carlsbad Bldg Inspection Request For: 10/23/2002 Permit# CB021161 Inspector Assignment: TP 09/12/2002 44 Rough/Ducts/Dampers AP TP DUCTS LOBBY 1ST FLR 08/14/2002 14 Frame/Steel/Bolting/Welding AP TP LOBBY WALLS 08/14/2002 17 Interior Lath/Drywall NR TP 08/14/2002 34 Rough Electric AP TP SUB PNLS Tl B, C, D 08/14/2002 34 Rough Electric AP TP LOBBY WALLS 08/05i2002 84 Rough Combo co TP T-CEIL 08/05/2002 84 Rough Combo co TP T-CEIL 1ST f.LR 08/02/2002 12 Steel/Bond Beam AP TP ENT.SLAB 08/02/2002 14 Frame/Steel/Bolting/Welding co TP T-CEIL 1ST FLR, PAT 2ND FLR. 08/02/2002 17 Interior Lath/Drywall NR TP 08/02/2002 24 Rough/Topout · WC TP 08/02/2002 34 Rough Electric WC TP 08/02/2002 44 Rough/Ducts/Dampers WC TP 0.7/30/2002 11 Ftg/Foundation/Piers AP TP DRYPACK 1ST FLR CLMN BASES 07/25/2002 11 flg/Fot,mdation/Piers AP TP INT. CLMN FTNS & STR FTN. 07/25/2002 12 Steel/Bond Beam AP TP 07/25/2002 14 Frame/Steel/Bolting/Welding WC TP 07/08/2002 11 Ftg/Foundation/Piers AP TP SLAB PREP @ PLUMB TRNCHES 07/08/2002 12 Steel/Bond Beam AP TP ELEV. PIT FTN & WALLS Nov'26 02 10: 14a ~ICHAEL A ROWLEY 858-454-5892 Mars Inspection Inc. CITY OF CARLSBAD 13uilding Inspection Department CARLSBAD CA. . "A SpP.<:lnl ll1Sp(ICtf0<1 c;cmp.1ny" !112'1 Cantillo l>d. Sr,,l l.11 Jolla Ca. 92037 rc1epho11e 61Y-JJ<J.j3J II l'ax 8:'ill-4:i-l-5<i92 SUBJECT: SATISFACTORY COMPLETION OF JNSPECTION PERFORMED UNDER: PERMIT NO.: Cll-021161 PLAN FILE NO.: NIA AT Tl IB FOLtOWJNG ADDRESS: 223 I RUTHER RD.OBSERVED WELD- ING UY CERTIFIED WELDERS ON STAIR STIUNGERS AND TOBE STEEL ANWINGS. ALL WELDS WERE SINGl.E PASS FILLETS AND SQUARE GROOVES.PROCESS USED FCAW ANU NR-232 WIRE. Director of Building Inspection: To the best of my knowledge, aJJ the work requiring special inspection, testing, construction observation or off-site fabrication for I.he :1Lructurc constructed under the subject permit is in confonnance with the approved plans and specifications and the applicable workmanship . provisions of the Uniform Building Code. I I I Nam~ (print or type): Mich~el A. Rowiey Title: REGISTERED SPECIAL INSPECTOR #708 ._ ~ Signature: _ ~~-.... · ______ ·--_____ _ _ .,,.,,. p.2 :~ I C ' < MARS INSPECTION INC. "A Special Inspection Company" 8124 CAMINO DEL SOL LA JOLLA CA. 92037 Cl;:LL PH. 619-339~3331/ FAX#BSB-454-5692 Inspection Report Project Name::~/4,.~-rJ /5.·:h'·',,"fi,.,,.t,( (~:~7~;'{.. 2... ,. Page: ___L of_/_· _ Report #: C) (J / Project Address: /{) r::. -t: er---_s C),-~.;;J:,,,. /,/ /r{/i A.f: .. ·;..~ .. /,,~. r l ;_.; .. : / Architect: /·;{/e:., Permit#: _______________ _ .._,.-'-"',;"------------------~- Engineer: /Z-ztc? /(, ... II (:_,'(.1]•·:'L I..~ r/ -~· Contractor: 2""'<--~~ J ,:-,.'..-, 1 ••···· -~ I" File#:----,,-------------~ DSA #: __.,..._-,1-,· ,_//_,-____________ _ Other: ,...._·IJ1 J ·- INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST Structural Steel H.S. Bolts H.S. Bolts .___.Plans/Specs -.__ --,:.__ Masonry Prisms Cone. PSI _clearances -1------Concrete Mortar/Grout Grout PSI _Eositions -----·--'------sizes Fireproofing Cone. Cylinders Mortar PSI -==-Other:/;~·::< '--------,-- Fireproof Steel Laps i--,.;;--' --- .__ ---'-Other: Other: Elect./Wire Consolidation ---·-·-i:---Other: other: Fireproof Torque Ft.Lbs: -----Other: Other: .,r-Other: .. /~;,/ ?C~• _-,. ,..;:.~-,'7 ... -Other: -----Other: Other: Other: / _},~· . Other: /,._--·>/,·· --;· /1(', ) . ) ' ,-/ ,. • I '? /I • I/ , ... . ,• ,' J ./ / ., ~·.,,. {,,.. // ·l . ...-:; ..)-f'/·,,·C'} ;,,·r_'--1 . .,) c'..>C.. L /,r...-.1,,· . /V I.~ r.:,-, ,::),,,,,, , .. ,. r 1/.///C.. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work ins·pected and does not constitute opinion or project control. Inspector: MICHAEL A. ROWLEY Cert: SD #708 ~,........_,___ __ ·~-/1> ;I.;,'--------------~---_.._. -----'"'--------'-----Signature ''---. Date· ' ... ---.:) ·' ~:~ ~:~; Dav 1: _ .... j_~_·:_~_?_-_+,-o_a_y_2: ______ , ..... _o_ay_3_: ________ +l-o-a_y_4: _______ ,1-oa_~_•_: ____ .-i Time Stoe: ............ _ _,____,,.f./[J/...S. .... ____ · ..., _______ __,_ ________ _,_ ________ .......__ --·-· ____ ____, Copies of. repo!t submitted to: - MARS INSPECTION INC. "A Special Inspection Company" 8124 CAMINO DEL SOL LA JOLLA CA. 92037 CELL PH. 619-339-3331/ FAX#858-454-5692 . . . Inspection Report Project Name: &~clH/1,;o #op~us . Page: _L of_c_ Report #: 0 ° I Project Address: 2 :2-!} l<k.-1-//ig_JvK-d ;ec/_ Permit#:c'6u 2// C,3~-______ _ Architect: r>"'1d'~ ~4".l/2'::1--C(, File #:~'------------ Engineer: /4,,~c_ 1 0 DSA#: ~A-- Contractor: /4'~~/ ~vv.i//4u Z/6-.S Other::_/c..> _«c..,~:~:===================== INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION tructural Steel H.S. Bolts H.s. Bolts .....-Prans/Specs --------11--~ Mas_pnry Prisms Cone. PSI __.clearances --------11-"--Concrete Mortar/Grout Grout PSI ...--Positions -------n--Fireproofing Cone. Cylinders Other: Fireproof Mortar PSI . ,..---sizes -------11-'--__,---steel 4,.5c)6 Laps ...;__-~=--'----J~- Other': Other: Elect./Wire Consolidation Other: other: Fireproof Torque Ft.Lbs: Other: Other: Olh(;lr: Other: other: other: Other: other: CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. Inspector: MICHAEL A. ROWLEY . Cert: ·_s_D_#7_0_8_-,...------~ L ~S-v S~m,lure "S Date MARS INSPECTION INC . • 11 A Special Inspection Con,pany" 8124 GAMINO DEL SOL LA JOLLA CA. 92037 C~LL PH. 619-339-3331/ FAX#858-454-5692 Project Address:.-'""=~C-:-J'~~:.ue1ci.......lf-'>':.u::.::=--~---~----- Architect:_..,~!LL..cr.:___!:-:;;.;....:;_..2,~;z:::~.,,..---~----- Page: _L ot_f_ Report#: 00 · Permit#: Cf({ CJ:2 // ( 3 File#: __ ~---------'---- DSA #: ¥ Other: ¥ . _.---sfructural Steel Masonry Goncrete Fireproofing Other: Other: other, Other: Other: MATERIAL SAMPLING QTY · H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: other: Other: Other: MATERIAL DESCRIPTION H.S. Bolts Coric. PSI Grout PSI Fireproof Other: -Plans/Specs --------U-___clearances ______ _,._ ___ ositions --------11..-::::::-- --'-------''--- izes Consolidation Torque Ft.Lbs: Other: -------...JI-- Other: Other: CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. · Inspector: MICHAEL A. ROWLEY Cert: __;;;.SD;;;....:.;..#_70;;..;:8'---______ _ Date lnso. Date: Dav 1: i Time Start: .;;;;-ti TimeSt?.e: ................ Copies of report submitted to: ~ ' I ··-;y~·· ...... ........ . ................ 1 . -DaY. .. ?.: ........... J · Day 3: · i I P~Y. .. 1: ......... ...i ................... , o_a:_s_: ----1: ;A.'-_ .. ---!i...l./i2...;:,................ ····································'---. -MARS INSPECTION INC. "A Specl11.I Inspection Company" 8124 CAMINO DEL SOL LA JOLLA CA. 92037 CELL PH. 619~33~-3331/ FAX#858-454-5692 Inspection Report a, Project Name::::~~~M.~/?0.)~o./£: <;, Page: _L ot_L_ Report#: Project Address:~ LJ _ ____:_.!/U/!ii,1t...cl le,/ Permit#: CLf -0 2 JI cg Engineer: ,-2~L~ --5 M ~ __c_ . DSA #: _ _£_/4---:___7P'.---MA~=---------Arc~itect: ,~='~~/. ~5ut (;~ File#: . L#l Contractor: t--1 d. ~ cL--r-Other: __ ,,a...<,L.;,""'"'"'------------ INSPECTION ...,.....--Structural Steel Masonry Concrete Fireproofing Other: Other: Other: Other: Other: MATERIAL SAMPLING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: Other: Other: other: ·MATERIAL DESCRIPTION H.S. Bolts lans/Specs Cone. PSI ------Clearances Grout PSI ..,...--Positions Mortar PSI ----Sizes _>steel .!../;L'J_:.Le?..::::O~O::.....,:..,tq..~~--ll-'--Laps Elect/Wire / Consolidation Fireproof Torque Ft.Lbs: Other: Other: Other: Other: CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project cori!rol. Inspector: MICHAEL A. ROWLEY Cert: _SO_#_70_8 ______ -'--_ Signature Date ~:~ ~=~~ Day 1: L;fX: ....... f pay2: ......... L..tY.::7 ···1 Day 3: .-............ _· ... ~-~.a--y-.. 4-:-----1 Day 5: ··1 ... Time.Stop:..... Lf_'R.7C -I £/J/72 2. ......... ::: .. -_-_-_-_::~---... ..J..... ... -----i Copies of report submitted to: MARS INSPECTION INC. INSPECTION c uralSteel Masonry Concrete Fireproofing Other: Other: Other: . other: other: 11 A Special Inspection Coinpany" 8124 CAMINO DEL SOL LA JOLLA CA. 92037 CELL PH. 619-339-3331/ FAX#1358:454-5692 MATERIAL SAMPl,.ING QTY H.S. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: other: Other: Other: ('.)O 2 File#: ____________ _ DSA#: ~I/J~--------- Other: Ai/d-. I MATERIAL DESCRIPTION I INSPECTION CHECKLIST H.S. Bolts Cone. PSI Grout PSI ~ans/Specs Fireproof Other: other: ------llf-- --~~--,- -------it--______ ___,,_ learances osilions Consolidation Torque Ft.Lbs: other: Other: Inspector: MICHAEL A. ROWLEY Cert: _S_D,__#7_0_8_~-'------ Date --~:~ ~~;~; Oa 1: ~,::"3.-;2.. ·1 Da;2: . .L~:: .. 5-::::: I Day 3i: ... ...!.a.::::.l; 1· .. ·o~y·4·: ........... TY:::..7..~ .......... 1~-. .\?.~>.'..?-.i ........... ::i§ h .... ;:;5 ... ,..fj._::3 .. ~ . -...... 7-J?J"(" ...................... "'2]°1?:?i ....... :~= Time St(?e: t".'. ....... _/~ .. ....... ........... . 1,fZ<-d ................ '/I//~ ........... . ................................. . Copies of report submitted to: MARS INSPECTION INC. "A-Special Inspection Company" 8124 CAMINO DEL SOL LA JOLLA CA. 92037 <;;"ELL PH. 619-339-3331/ FAX#858-454-5692 Inspection Report Project Name:Jlcc-KJV1~&~£z;-£~S, Page:-L ot_l_ Report#: _O_O~(,__ __ ProjectAddress:~? ( RJ-tLl-id&.d.d_/<cL d-:tel.s.LJ4=/ Permit#: ___________ _ Architect: ______ ~---~------~- Engineer:,__ ----::c--------,-~----,,=,-,,..~----~-- Confractor: .pc:.:::u.~f-ki~..1...Jr.c:&.,::...!--L..:..,,,£-''.:.--L.L.,C!::::...!.-=....!==--~-- File#: ___ -,-__________ _ DSA #: _~/1--'._-..,,,:jd_~~'---------- Other:~:::tA~&;..,..· ________ _ I INSPECTION MATERIAL DESCRIPTION INSPECTION CHECKLIST Plans/Specs -------If_.__"". Clearances -------lf.s,c;_ osilions Masonry Concrete Fireproofing Prisms Mortar/Grout Cone. Cylinders Fireproof H.S. Bolts Cone. PSI Grout PSI Mortar PSI ~izes ... Other: Other: Other:· Other: Other:' Other: Other: Other: other: ..,,_--Stsl31 Elect./Wire Fireproof Other: --+--,,-......-----11-- -'---------11-- -------it-- ---------11--Other: Laps Consolidation Torque Ft.Lbs: other: Other: CERTIFICATION OF COMPLIANCE: All reported work, unless otheiwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected· and does not constitute opinion or project control. ..'"'e-Dalee _ 0ay__1_: __ .J -;,) j I = 2: ... . / I Day 3: / I D: 4 ,_;:_;_:_:_:: .... rt; ___ _...._ ___ ... z~--......... -·~· .... . . ................ ,.. ______ .... _ ------ Copies of report submitted to: MARS INSPECTION INC. II A Special Inspection Company" 8124; CAMINO DEL SOL LA JOLLA CA. 92037 CELL PH. 619-339-3331/FAX#858-454-5692 Inspection Report Project Name:~dls /2',4Ldy..d V~c! Page:-h, of_(_ Report#: _,__(5..,__,0"'-'-/ __ ProjectAddressd-S.!LR0 t71i~-;;-d ~ Permit#: ca o;;J../1<.. s · Architect: .7,,,.,,;1-/t d,...,r~~i File #: Engineer: k.~c ~/4~i---'C; . DSA#:~-~~-,¥1~---------- Contractor:. __&_12__ -~ __ _.t:_ ~ . OIiier: /t-PL--'--7~~----------- uctural Steel Masonry Concrete Fireproofing Afier:Eji~ Other: "-.). Other: Other: . Other: H.$. Bolts Prisms Mortar/Grout Cone. Cylinders Fireproof Other: other: Other: Other: II c.-Pfans/Specs -------11-~ c...-Cfearances -------11-- ______ __,,_~c,Jtions H.S. Bolts Cone. PSI Grout PSI Mortar PSI Steel E;lect./V\lire ~zes Laps ---------Cons o Iida ti on --,------11--- ---,.,-----11--Torque Ft.Lbs: Other: 0ther: --------"-~--'----'----'--..-11--Other: 0lher: ,,, I'( CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the iocalions of the work inspected and does not constitute opinion or project co11troL Inspector: MICHAEL A. ROWLEY Cert: ~ ------~----Signature ~ SO#708 ?--_?-C)'"L__ Date ~~~ ~=~; Da 1: ; .... ;?;:__,.._+,_.o_av_2_: ----t .... -.Da_y_3,._: __ ! ____ ,!-_oa_y_4: _____ ···l--r-Da..,...y-5: ____ -II Time SI[! : ..... ..f<.t:1£c. .. 2_..__ _______ . --.......... Copies of report submitted to: EsGil Corporation In Partnership with Government for Building Safety DATE: 6/5/02 JURiSOICTION: City of Carlsbad PLAN CHECK NO.: 02'!'1161 PROJECT ADDRESS: 2231 Rutherford PROJECT NAME: Beckman Properities -TI SET: III [J ~l~T ~ D PLAN REVIEWER D FILE · ~ .The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: r:gJ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: . Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person r:gJ REMARKS: Applicant to make change to note on sheet M2 marked in red. By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 5/30/02 trnsmtl.dot 9320 Chesapeak~ Drive., Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ')', "' EsGU Corporation In ~artnership with Government for Building Safety DATE: 5/28/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.:. 02-1161 PROJ.ECT ADDRESS: 2231 Rutherford PROJECT NAME: Beckman Properities -Tl SET: II D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list ·and should be corrected and resubmitted for a complete. recheck. [;8]-The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person: ~ The applicant's copy of the check list has been sent to: Grant Evans / Smith Consulting Architects 12220 El Camino Real, San Diego, CA 92130 D Esgil. Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check tias been completed. Person contacted: Grant Evans l Smith Consulting Architects Telephone#: 858-793-4777 Date contacted:S/zs-/oz_ (by:FAx) Fax #: 858-793-4787 Mail '--1'elephone , Fa~ In Person D REMARKS: By: Doug Moody Esgil Corporation D GA D MB D EJ D PC Enclosures: 5/16/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,, ' City of Carlsbad 02-1161 5/28/02 RECHECK PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2231 Rutherford DATE PLAN RECEIVED.BY . ESGIL CORPORATION: 5/16/02 REVIEWED BY: . Doug Moody FOREWORO (PLEASE READ): PLAN CHECK NO.: 02-1161 SET: II DATE RECHECK COMPLETED: 5/28/02 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws reg1:Jlating energy conservation, noise attenuation and disabled access. This plan review is based oh regulations enforced by the Building Departm$nt. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformc;1nce with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit three new sets of prints to: B .. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this. sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes ONo "J> ~' City of Carlsbad 02-1161 5/28/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of pl~ms for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. · 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning,. Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Please provide plans and catculations signed by the California State licensed engineer or architect for the elevator shaft penetration, elevator pit, staircase, exterior metal canopy, alteration to the existing concrete exterior walls. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Please revise the landing of the new staircase to show the minimum dimension to be equal to the width of the stairs. Section 1003.3.3.5 of the UBC. 4. If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713.10 of the UBC. Please indicate on the plans the location or provide a note indicating the location of the smoke detectors. ·" EsGil Corporation In Partnership. with Government for Building Safety DATE: 4/29/02 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-1161 PROJECT ADDRESS: 2231 Rutherford PROJECT NAME: Beckman Properities -TI SET:I ~ANT ~\ D PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The· plans transmitted herewi_th have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [ZJ Th.e check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is en~losed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Grant Evans / Smith Consulting Architects 12220 El Camino Real, San Diego, CA 92130 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [Z) Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Grant Evans/ Smith Consulting Architects Telephone#: 858-793-4777 Date contacted:'-{ 1 :;o{ez. (by: FAr) Fax #: 858-793-4787 Mail ~elephone D Rl=MARKS: Fax.,/ In Person By: Doug Moody Esgil Corporation D GA D MB D EJ O PC Enclosures: 4/18/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + Sari Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ~ City of Carlsbad 02-1161 4/29/02 PLAN REVIEW CORRECTION LIST TENANTIMP~OVEMENTS PLAN CHECK NO.: 02-1161 OCCUPANCY: B TYPE OF CONSTRUCTION: VN · ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/16/02 DATE INfflAL PLAN REVIEW COMPLETED: 4/29/02 FOREWORO (PLEASE READ): JURISDICTION: City of Carlsbad USE: Office ACTUAL AREA: 2845 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: N/A DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/18/02 PLAN REVIEWER: Doug Moody This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 USC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or 'city law. To speed up the recheck process, please note on this list (or a copy) where each ---' correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. . ' TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot City of Carlsbad 02-1161 4/29/02 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City Will route the plans to EsGil Corporation and the Carlsbad PlanniRg, Engineering .and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. · 1. Please provide plans and calculations signed by the California State licensed engineer or architect for the elevator shaft penetration, elevator pit, staircase, exterior metal canopy, alteration to the existing concrete exterior walls. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Please provide construction details for the new hard-lid ceilings. 3. Please revise the section of the lobbies to show the 1-hour protection to extend to the roof structure per section 1004.3.4.3.1 (1) of the UBC. 4. If smoke dampers are required, the plans shall show the locations of the smoke detectors (installed in accordance with the Fire Code) listed in the options of Section 713.1 O of the UBC. 5. Please note on the plans "AC Cable is not allowed. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits". Per City of Carlsbad. 6. Please revise the waste line diagram to show the urinal and the water closet drain on the second floor to be reversed the urinal to be 2" and the water closet to be 3". , 7. Provide complete energy designs for the proposed changes in the envelope. Provide the completed ENV forms showing energy compliance. 8. Please provide the completed energy compliance forms for the new WHP to be added. City of Carlsbad 02-1161 4/29/02 9. The completed and signed ENV-1 and MECH-1 forms must be imprinted on the plans. 10. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. · 11. Show that grab bars comply with the following, per Section 1115B.8: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calcul~tion page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No CJ The jurisdiction has contracted with EsgiJ Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. · · ~ City of Carlsbad 02-1161 4/29/02 VALUATION AND. Pl:.AN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 02-1161 DATE: 4/29/02 BUILDING ADDRESS: 2~31 Rutherford BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. 'Tl 2845 City Vqluation Air Co11ditioning FirE3 Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 UBC Building Permit Fee j .., , 1994 use Plan Check Fee I,.. I Type of Review: 0 Complete Review D Structural Only D Repetitive Fee ==:EJ Repeats Comments: D Other Hourly I I Hour*. D . --------. Esgll Plan Review Fee ($) 85,350 85,350 $483.661 $270.851 Sheet 1 of 1 macvalue.doc PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB 0-)_-//(;/ DATE 4-J-/t? 2-- ADORESS i2-3; ~/n/L 6ol. RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00} OTHER /(j_y_d __J...::::..<.....::..:;___:.._~ PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING --------------'-~~--------~ .. PLANNER DATE ----------"-------- oocS/MisformS/Planning Engineering Approvals 1, (') 'lie -~ 0 ., ,:: t.) C: C: C: "' m m a: a: a: ODD ODD ODD DOD PLANNING DEPARTMENT BUILDING PLAN CHEC!< REVIEW CHECKLIST /) ff / /) Plan Check No. CB O d: //6( Address · :J J f ( ,-.U fCl&-ht1vf ft?l!f/ Planner Brandon Nichols Phone (760) 602-4625 APN: ---------1"--'--.-----'-,------------------- Type of Project & Use:_.---<[f,l...t::!....:.---=:'--__,,.-Net Project Density: DU/AC Zo~ing: C~ Generaf Plan;,=----· Facilities-Management Zone: ::5=------ CFD (in/out) # _:Date of participation·: Remaining net dev acres: -- Circle One (For non-residential development: Type of land used created by this permit: ______________________ ) Legend: [8J Item Complete D Item _Incomplete -Needs your action Environmental Review Require~: YES NO TYPE ---- DATE OF COMPLETION: ---------- Compliance with conditions of approval? If not, state conditions.which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _______ DATE,------ PROJECT NO. ------------'---- OTHER RELATED CASES:-------------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ---""'-'---------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES __ NO __ CA Coastal Commission Authority? YES __ . NO If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 · Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Forni .already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: / 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log. as needed. lnclusionary Housing Fee requ'ired: YES NO (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ , NO __ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) . H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 DOD DOD DOD DOD .DOD DOD DOD DOD Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right- of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1 . Applicability: YES __ ___,,._NO ___ _ 2. Project complies YES NO ___ _ Zoning: 1 . Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 2. Accessory structure setbacks: I Front: Required ------Shown ------Interior Side: Required ------Shown ------Street Side: Required ------Shown _____ _ Rear: Required ------Shown ------Structure separation: Required ------Shown --,------- 3. Lot Coverage: Required ------Shown ------ 4. Height; Shown ------ 5. Parking: s·paces Required Shown / e; Cf -----t--t - d industrial projects required) Residential Shown ------ I} !~ tmcuz r . DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsbad Fire Department 021161 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _o4_I_1 a_I2_0_02 __________ ____ BQilding Plan Reviewed by: Name: SMITH CONSULT AR.CH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job#: 021161 Job Name: Beckman Properties · Bldg#: CB021161 --------------------------.----- Job Address: 2231 Rutherford Rd Ste. or Bldg. No. [ZJ Approved LJ Approved Subject to LJ Incomplete Review FD Job# 1he item you .have submitted for review has been approved_-The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions·. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attacf;ied. Please resubmit the necessary plans and I or specifications to this office for review and approvar. 1st 021161 2nd FD File# 3rd Other Agency ID PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS Beckman Properties- Rutherford Rd. 2K2-90 page 1 -85 ',.,. ) J -~ ··- L .. -.t .• _.._ ---" J. • J -. -.. J. -j_ ~ (¼?bl bl 2-{J 0. f ~~ ,e. loA-0 s , . :f1Nl$tt ~ _ , _ 11 I J aAin uu.-- 0/f!5 ff)/l)JD. . J01'i51§, . 51{'c.1_C{0_ M~I? .... 4fttN,l'.:~~-. Mi~ .. - ~ ... o 0,1 IJ,-/? 5..0 I.~ t,G t.t; 0/t,,~ A, ~~-.aP.f«'_/ • • --• ...I • Ar ~~otl lOl?l?fr.xJ.l?;_ r1 NI ffift.Je-, . . .. l'l'l No~µ)r_w~. 1?/cpt PW tu P JQ1~.-sugy7~_ M1~ __ .. 'Sf?t7lN ~-v2£ MLCv117LG J.. ·---....! ,. --;._ ........ -- 1-._0_ .. l i,'l1$ .. 'f:-c'!J. 0,0. 1-¥ t.5 /.5 11.16 -~!pf.~ -· b ~1~0 • PRIMEJ0 : · - S-c,2 · STRUCTURAL Date: ____ . ENGINEERS Sht: I . .:. -. -- PW111Q.N~~.1/J.O~ . _ . -~~f5P.O_ Pif., 1l(f. l/.ON kl rNTer4o? l.0~-~ -. OW:f PMJ17JO!y_ ~~ . l.L-:;,-J 00.0 rX/IY -------r_Jo ! -- _.. ---.. .. ~~/0-0.Q f({P. -' -···----~-------------- '~---'---.J. --i--, ___ ...._ _ _J _____ ..,.:_ *_;,_ --J.._ --··•-· L ···-·-·• • .• --l. _ _....,__,__ ' ' ' ___ J ___ _____.. _______ .,. ___ --1, ____ J ___ ...., __ ' . .' • ' I ' -~ -+--..J....l --'--'---'------'----'- _j ___ ;___J . .., .. J_ ____ , ___ _j ___ 1 ____ ~_1 ____ ; ___ , __ : __ • ____ 1 __ • L. _ j_ ___ L_J ___ 1 ___,__ __ i_~_j_ _ __,_:-·-L __ L ___ _! ___ j _____ i-: ___ ; __ _; --: ____ : , __ : __ ~_ 1 ~. --'----'----"---->--------"-' -~-. ..J-~----'"---~-__J_ _ _j __ : __ 1_ ________ 4 _ _L ____ • ____ _j _ _i_ ; ____ '. ________ I ~-_; ___ ~ __ _1_ ______ ,r ' . -,-+--,..J..;-··!-~=--~-; . I : : , •• +-·_:0-----i---+--;---~--~--~-~~--+-.~---~-_,.,. I i ' I ; t ' I 1 f ' ' I : ~ ' :·--~--~.& __ _, ___ , _____ _, _ __,_ -·'----'---'·--· ' -'-:·-. _,__ .J._ -'---~----'··-··--····-~--'------: __ ' ;~ ·-1--~-;%-_;__ _.,_ -' -1..---~ __ ..J_ __ j___~ -' ' ___ ;_ ___ ' -' ' ~---· ~. ___ ..:.__,_+ rAPRIMEJob: 21(2.~~ STRUCTURAL Date_: s--0'2- ~ ENGINEERS Sht: 2 p,Q,o VI O l:; AQO I T7 0 "1 kl-s / 0--/ ~ rs vJ/k~ ex/ ~, C,,O f!:IU l)t}J'Z_, WI t)l?JJ w 6~bb~ GtNB © 1@ A-ND @ 4«2J 1{p kN v 1,,41,g I/ vJo ~ z,1-J Pf{Py &/rv _:;;. ltf.?;JPif > <Ji_ofvP' ~Jv:'./' ftJ7J P~-? x ~trv ~ fllP,1 Pif V rvwt ~ g 9-Pr.-0(241/ 1;. :; V, q 84--fv . Mtv1AY~ o.o _g,1J,,, {2f) ~ ·0. qoLf-~·f-b g- U_Si; {&11 TJ( I p12.01;57J V ,ku,rn) <" I. GD~- M A1ho-vJ 'l t a t -I-~ &r-==' {t/'2,-IZ---1 I os'-1 v l o '? +-12-{1t6,_1J)(v{)i-_ ::-0.571,vtLWS ~ fa-L J=:r 11 _ 1.s y ~~ X (0 ~ 4-q/ ;p-rV At,_:; 0.51q>< ~ ::-D. 4-1 I ti---- Ll---~f./0 WF { fl{ TJ_t/PRBQ57J_ ' IM_ .. 6rn0W. ______ ---~----· . trt..n-R}/v1_~S_@.,, JCi/b"O. vt 1 ----. • -; • . ·---~-----------, --·-----------,.--------~--~- ~-~. ----~--t-----·------------------------·-------------------·--------· • __ -----·------------------------·-·· ---~ ----------- ~~----------___ . -, __________ ... ·-------. ~ ----· ·--------. --------·---·--------------------· .. .... . . .. . . :tt . .. , -·· ':~ . '•, REAC:TIOUS (k) LOAJ LEFT L.ive TGt.al, li;--e TOTAL Defi I I !8(1 1- l I 240 L I 360 ; U\'E Defl Li 240 L / 3&(1 i 480 {},184 t~.B(:{l 0,984 512!11/E! 4:,7~13iEI EL 38257'3 s1010s: "Jt-5158 El 414927 6223131 RI8HT {l.180{½ o;siw 12,eo .... ~ -~· -l •• '. -.· -,.; "tl"-'--: ,• •. :_ ..>"'.... •• ,' •, A PRIMEJob: :z.k1--~o STRUCTURAL Date: 5-o2. ENGINEERS sht: 4 ~ ~&TGr{)b ~ utJ~@ ~~ (§) -t(@ c~, q;,-u !, 14 )I~ 11-> 1 11 11 I.,[ / hi ti . •. I o. Cl 1))1 / ' FY I l,U:Z, Lf':-iy vJ~ . 1F-,-----i---p_f-~-,~-J 4 . wo, ~ 2-:0 P<;rfy 4t.1s"-1/v ~ ,4-g--v pu;::; 1 )r :r 1{j_cf ~ ,.si + tz!'ill t.,d ~ ..f ~t..f1>C4-J;1 1 -;--~q rp ,.: --LL::;, --Z tt, 7J P tP' lJJ U :;;, 1 t?/ • 9? )C 4-t 1 f;t,c I/ z,., ~ / ~ !:Ef l.P-' {)Joi, f, VJ p>f0,c /v V ~1~Pif. w~i,,;,' 1q .1; Pff',C fi, 7 qr;~fw --.. -------I -- /)J()?,J t:, P. f ~ {I-¢1 ~ i:5!6W~P {).)i,?J ~ ,1-7? fef X ?-cf _-r !?/ OP? fif CJ/~? ~t~r-·&-1AA!:> e_ UNE"°(f) 6lql,08faJ @ 1 {fiJ _ [ftL~T&tLJ!; -~?fr../ 'f?ll Yz.j ~\ f-1,;4 +-_--,(p-,;;..;...,?..> __ .....,+ T}r::, rzc,l~QzJ *~'} ~-lJ~O qJ --·-Ll-;;;. 8cf Pif •;. ~·· ,, .... •. . =· LEFT 2~831::5/Ei X ( it) -ti :)•j .1.: -·.:. i 1 % 92 Live-= L/SE{~ Desi~n per 1991 ~DS fr;jU§l a~ f i r-Lc.r ch .STRESSES {psi) Sh-ee.r ~ 'd' V = 1Gi:Bl k@ 2~00 ft fb' = Zi5(i f. •. l· t' I (. 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' • -' -V -----·. -i---~ ·-~---,--~-----! .. t. _________ -·------- """·-·----·· __ ) ___ ------------~--·---·-----.. --,o ---• .. -----------j ____ : ___ _ ----..,., __ _,_ ___ .. ______ -·---··-·---~~--------i ____ J.,. ____ ... ----·--.... _ ._ _____ ·----'··-------------------~----- -.' •.• : .,_ --• •• ___ ...., __ -~ --L----·---«··-·-~ ...... --,,.._ -··-'- .~ ' !,;! ' :\,' ?!}: ~: . ' f~··,__. ~--~ .. ,.,, ..... ~ -ti,• ,.. REACTH.if~S ~k) i..OAD LEfT ti'!~ TGta1 Li-YE . -. . · E:rmi S~adng n~83G 0~ 1363 1t792 !4356/EI i28{t3/EI :: 7,2511 .Dc;i gn. ptr l 3131 HDS ·ri~Ugi,~-s Fi~~Larcb~- STRESSES· RISHT X { f~) .,._' . ' ~ ' ... r'*~~~t4~:v,,.-,-:~-"' 1"; ~3'~t.': @'~' t::4-cr it~~~,~~~~~~·~~~~~$~~~~P-~,.~,,_.~ • * . -. f · -f, = ~5 fv = BB_ n % ~ . t~}r Fb'". -. 12·~8 fb = ·1221: $5 %.'. .·.· '~\ . 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ENGINEERS Sht: · 'f' .,. .......... , •. ,,'~ .... ~ , .. -~~---~: "'::.6-"'.;;.J.7-· ..,,,,.., •. •i·-:~-:;::~1:'~~--~~r~- .. •:• -::;:•. ·········· ......... ··-. ..t··· -----.. •' \!'--__ Ji ____ , .. h.~ PRIMEJob ~1<1-qo ~SETNRGUICTURAL Dat~: '-7-o.t NEER . {O :n - .... ...... ·, . , ____ ··.1 ., ' ( ::{ : ~' J':l~ ft oir? ftkM, IN &1 D\llitf_ f t Pv1 .,,. 0t5 P£fv hr Y: 11 :;-O.f~ Pt,i ~ /(}7)plf ;c // 'x i' ? I ,iaJ:_, A PRIMEJob: 2 ll--i-qo STRUCTURAL Date: s--02 ENGINEERS Sht: _1_1 _ P():V '/ ?JC f z;fy t./ xV .}-1/lJf~ l/,F;)>C 11 ::;;,, 0,51] Jc_,; p~ ;7 l {!?) f 07 ~ t::/ C '2) ,f-I (Jo -p~ h' & ~)CI ( ~ I.~<..; Wo~ 2J? fgfy I~ ~ 'V7Pif KJv7' J([f) ref' )CI :;/ /DO fL,Y VM4Y ~ tf;?J1~ Iv( 1JvW :;;; I~, U2 r .-14:: S~ rd-=-IQ. tl.-0 x: /2 _ ,,.. r;.1tr r~ ~ #,lP y L{-h u~n8-k~1(<-P t-x::;. ~I IJA:f ~ }{ ~ It. ~iri_,5 f2E=-- ------~ --·-----·. . ~-~ --.~ .. 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SINGLE SHEAR DRAG CONNECTION W/ A36 SIDE PLATE SOLT DIAMETER = Fyb (ksi) = Per chapter 23 of 1997 U BC and 1991 NOS 0.75 45 LOAD FACTOR = theta max = A PRIMEJob: 2K2-90 STRUCTURAL Date: s--0.2. ENGINEERS Sht: Is, 1 90 tm (in)= 6.75 0.25 depth= depth= 18.5 inch 8.5 inch Fes = 58000 psi ts (in)= MAIN MEMBER 'DOWEL BEARING STRENGTH Fem (per Table SA) = 2500 psi SIDE MEMBER DOWEL BEARING STRENGTH Fes A36 Bearing Cap. = 58000 psi Nominal Bolt design Value Z = D*tm*Fem/(4Ko) Z = k3*D*ts*Fem/(3.2(2+Re)*Ko) Z = O"2/(3.2*Ko) *(2*Fem*Fyb/(3*(1+Re))"0.5= Z = k2*D*tm*Fem/(3.2(1+2Re)*Ko) Z = k1*D*ts*Fes/(3.6*Ko) (Bearing Capacity) = = = = Em= 1800 ksi Am= 124.875 sq.inch Es=- As= 29000 ksi 2.125 sq.inch 2531.25 883.47 1192.42 1453.68 1158.99 Z min= TOTAL# BOLTS= ROW OF SOL TS = SOLT SPACING = 4 SOL TS (SOL TS/ROWS) n = 883.47 Pound 2 2 ROWS Group Action Cg = 0.994 6 INCH CONNECTION GOOD FOR = 3.51 KIPS L__ f, ~ 2-f fc-~ r. !'· r I J i rA_ PRIMEJob: 2~...qo STRUCTURAL Date: S-o.2. ~ ENGINEERS Sht: t 4 ~a.rs Wo ,;.t'f~ PctH 11.s{:z._, ~ 2:01 Pif t fsP<t'f->cto 1~ 28;1 P0r we,? 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' -----'------~-L-~---·---,------'--'--~~----- ====--·-----~-------~~-=---~--:·_·=--~~~~ =---------------L=-t~----------------·---.. -- •,t, ,\.• ·~-· ,,. t-{"' - i'}; PD1NT LDADS {k & ft) Pl ' 1 REACTI1NS {kl LDAD Deid Live MAXIMUX-fDRCES LEFT 2.!Si L8SB @ 34.27 kft@ V ., DEFLECT10t~S CEI = kiri"2) . :~_ ,, .. fo_tal t.iv2 Dead' L I 180 L I :;.~,, J.."t;l,,l L I :::cr1 ,.h.'\' LIVE Uefl l l 240 l / 350 L / 480 Defl l'1n) 17_25681/Ei 13i&782JEI l3',92t)8 1865510 27S3415 CT !-l.'· !4-23548 2135322 2847-0% o. b7f; 2. -~so 2.B55 X (ft) ~.::.-~~...,.,,.~~~,~ ... ~,.y..,. #>T-_,., •• .., .... ~ ::-·•'l-,.,.~1-""""l.M¥"1'~~~.,._.~-,__.,..~~-= ""·""""-"*'~-i~~ ... r.....,<;>..,.'•,•••·~r.r.1....__tt-•\~~<w,~,~.v-,,,..,-\i)'\I0..,&,,~~~-~...,._.,._.,,,.,~,...._~-~""1-"'1-"'" .... ..._\..lo,..,... ""'"' •· ...,. • .,,,_,N·"""'"'j !:-:. !,'I ~ I. ~ ij r 1 "-. . •!tim r rii1'nillili11',#t11Wfli'1'11 ..• :eit1'.t.lAW~H'•'"~~~~~~'Aii~Ouw.;Ui~ . , ' "; '· ~$!M-..-;)t~~~i,\/)c7*,;,; '.;_; ;;~s;;;.c;Cl, ·. · -~. = •~ · ---•··· · · -.··· · -· · •· ' "'-·-•,-, ~ POOR QUALITY ORIGINAL S •;,, .. : !,,, -CDL HT? Lx= 11. f!Ci ns · COL.HTS Ly=, Ji.00 ns LOAD Ff::011 FUlCR ABOVE= ·tt{n .: ~ LlJ P2ii1 P1L, e2 = 1), 1}(1 .P3D'1 P3L,-E3 -1)JI t)O P4l:\ Mx=· My= 0~90 0,i)Q INCH-XlPS F-y = 46.00 KSI (:b =i,00 =LW L()O 1.00 LCAµ LOAD GASE 1-· CASE ·2 - PT= folloo 10,00 Mx= 0.00 0,00 i-Jy= (l, 0(1 0, 00 flEIGHT= i'2-ii21 LO~Q:JA.SE= Fa= -··~-' :, ' -~ .. ,,.,,... ,· ', :-i ..... . • -1 --• ··: ..... '4,-.,. '.,\._..._,., •• , .. ,, .. ,"';"_' 0,00 0, (H)_ 0,(l(I 0.00 LOAD (:RSE :3 01(:0. 0,00 0,00 / LDAD CASE 4 ''""··" ---.': --.,,. •.' ' ·.:-.. ~ .,_ . ,-.... ', .,;:._ ..... ,, -," : ~ --, .. · ,j'r,__, {t,·:.Jt}~t::\;{x~~;:~~--,,,·;·i?:-··· · .. , . :--J. . .' ,-... ~. •, ... ~.:. ·~-~ z}c :·:, .,,,. •:,_ V :if_:.,_; •,, .•• ;">.,, ---:'~ :~ --' .. --· ... , .... ,;'-, ..... .,··· .· .. ,,. ~~~:·':~·;1·~~~~:;~.~~·.2'.~-~.·. ___ ,._ ''.·::_:,.· ~ _.,..ENGY --. · ·'·l .... ~:_.'-~--~---;_:.t_r:~_t-_~_:=_·-·,-.-. ,··:_ --~--· -,-.. -~ .. . __ NEERS Sht:" « --. --~: -:·~:-::_~(;'."~.?·.Y'::t:·-~,--~ . k '.. ---•• -.--.-i•··,. ::· . ., ..., . ~· • ·~ ~-• • •• ;.,~--=t~ ............. !.: ,._; ~~ .-.,. • -.,..,. -~ • •• ~, o•;.~.,...,., r, :.. J •• ~ ~- ~·-»~13 'mt;!,~•••·t,.' ... ,.__~~-~,,-~1~.,,,....,.--.-.--~~~~~~~~(i"~,~ll'i',? .,:, #Zl1lt':.::1J i/P:kl·' ~i.e''·~ .b -~• •• : I.la~• 11°z;.qt,..···;,1~.·it~~~"1"'!'.J _::,: --~>:·_,~ .·--sPRE!iD·-,----·-. (15/02/02 ·t····~·;.·· ~·--\ -·-· .. ··, ''·· ' . ' -.., .,. .... ~. . --. -, , ..• ; •• -...•:<'":<" ..... ~-f,-.; .. ~,:::~~;;,::-:._...,,;::,--· .. ·--. """~-r :2K2-$0:.;..,!• ~-: ... ,____;.,;."'"' :--.-:~~~,.~~~~~:~:·~.;,.,.~;,.--~.~:,., .. ""''"·',.:..._,~~ ... ~ ... ~"ti'{" ... ~·.:.· .. ,,,t,J,l...,.,,,--::-.,,,,1(_M.;, ~-.. · J • .: • _,._, ··-.····~-~.,17., ...... a00;.;,1.,"1,•~ •• :~--: SPREA~-fUDIINB PROSRAH t (ft) .!j c-r~ :..·:•..:,.- ! C:l\ "!':,-.1\,, 0 C'f1 .;., -J'.J ;8,(H) 2!:. (H) Z4t (~(i , .. :.'i {;,!1 .:.-rs\.'I..• ,. .: .. -. .,~ .. --v< :~ ... :u; ,_;~·~.J~;~~-·},....:,1-.:-· .-., ... -~ ~' .... ~ ·,_.,:: ..... ~ , . ..,, 4~--- ii-'! ··.r-:. • .z As (in2} f-'---:~.-.. 22 !~ 5 i£:;;:;I,:~ ~,w,---.-.~ • J ,. V _:; .. :.; •-.:.:: "'";,::.:.:.·•be=,':-··!, .O>,:;o<' ~-:;':'.'~:. ,;.,;~ •• : • _'.. ~ -~-..,,,~---..... , ............... _._ .... .I,'(_..;;..,~~?"~-'"?',' .... , .. • ...... """..,.-. ... ,~~ ....... ,.,.,...,. .. ,_ ---i .... ~~ :,,-,,'~•o;.-._.~---,~·-.;~'•f•. ~•.-.~;,,, . .-:.,.~-""-~~$~r-:~~~~._Y5""~J!Q.!~1.~~~t~~ •. ,•""--i, :·:~~~~.-~~~~--~ .. ---------· ----·~---~~~=-=~: ,,~_-::.~:.::-:::·~::.~:.::::=~~~~=:=::·~=·~7::e~~:::E.~:~ - ~ ~~~*..)>fAMU~ .... ~-~~~l~t''lil(tqil~.,~~~~~~~~~~k~t;:~ 0'11 ~Qtl,Jl:glf~11i~.~i,ottA;i,ia~at~ -. -. ;:, '·-~· ';: ' "' ~-,· ,. ,,' ·a . -,' -,4: s3B " "-..:~::.. ··;ut:ItURM LCADS {k/ft ~ ft) ·REAfTIGNS ( k) LO?.D LEFT l}.875 1. 076 Tvtal 25-35£i/EI 2i~C2~iE! X1 Pqs.1 !1c:[2:1t ·L-u = 1, f)O f ~ Br2~2 S~~~ing = 1~00 ft 4 :~ 12 t2sOB RiiJHT 1, (>75 (!~(!() 7t 8, 75 ft 8,75 8.75 s()P.05/.02iC:2 2K2-90 .. .APR\MEJob: ~2~ S'tRUC1URAL O~te:~0'½- ENGlNEERSsot _-,~~ J;;·ilir;: .. ·:·.:_· ' t, ' ... ) '!/:~ . _!..::.. .. . .,'.. . :1.f-YI~:~{E:~i;: ; .• ~..:::.-. ' • ,,., < .. f',.1.:...• • , -~ I",---.. :"~ )'. j\·, :-.. BM 4 · sOBOS/02/02 .A PRIMEJob: ui-qo · STRUCTURAL Ciats: S/.!.k... ENGINEERS ~h.t ~:! ~---=--· ~r'· ,·~ . ., -. :-·-: ~ ,·;d·\.~-• _.,, .... ~ ... ":-,,~ '' . - ~WWMi-::!i-~ ~i-Jo".i t, rOll:1;:i'l:f~~~~~~.......,._.~.-,..._!>¥~·--~~~.,..~_,_.,.,......._,_...,..._~'l"t'l'~~,..,.~-...~~.,.~,.._~<i,t-~-.. 1>"-',- --.· .. ~1ni?\,1-~L~·1'ioTDt1µ f,!JJ;• 1f,;,, ...... 1-., .••. ,--·:.p1 ..... _ ~~":U1'-:_i.JiJ..l;i..n:I ANALYSIS PRDG~AN;-1p,9v1s0b414BT ',.;l.~t'?"~'T.;,,\~~'1. >ri,:,·.:;, '~~<'z.'t-"!i.l.:.:,.~~-~ ~;: • ...::-, 1 ."· ,..;.._ q,;., -..'·~'ll. .,.. '''.: • ..._ fir· . . :·: .. . ··.:, :· . .:..,...;_1-l ...... ~8i--. • f,/\ '~_:.r.i.:_:·.: • ·.:~1~ .. ~~--~"-"'· ':!. ;·-·,:~----~ ,,. --·~ ~fnn l:Jt!H • :. ·•· bi tJV ft . " ~ (Sifilp1e Span) ·, LOAD. Live Tctal Live LCA.DS ckin &. ~tJ Xi" {1,i(H} LEFT Defl Ur;} 3587/EI 29]6JEI £71/EI P:)S, Mi::~~n'; Lu = 1,(H) ft· Br~=:E Spccin9 = !" {10 ft t1 ·';;~".f• :..•iy._ .... ~I_ ~:v2 = ~i~C/ !45BO kin:.2 ~ ...... "· ~I~ s3B · Design µtr i9S: f;~s Ik,~g,lBs fi'r-Larch STRESSES (psi) •• l ...... ,, ...• : ' ,. :· .,.; ~-,_, ·~ • (6,60)s0p10,00h12vOsCb3T V ... • <, • v;, ' ~·· ,_.,.._ ....,., ,k.~~,>W;,..~~~~_,. ~-}!~.,.-~ ,& JJ. k ... Q Q, .-0.J,,:2'9.,.. .it,...,-"·, t • ~,-_,, ......._... _...,.,,..,..,..,,. •• .-....,...,,.., .• ,,.. .~.f;,'WJ,.f,4,.• --~)'/• ~,,,,,.-"'•~ ,. _,.._,.,,...,.,OH •. ,.,..._..~.t.-~'~1--~-H ..... ----~~o.:.~l-1'>""-"'.-,,., -,__.,.~..,q~~~~ •" ~~--rv = 95 fv = 41 43 ~l ~11~ ~~ ·.;...-Fb 1 = 1313 -fb = ii Livr LDF := 111001 CJ = 1,50 I:>.. . · ,~r-1 ,••rr, !" ,;·,, rr: -;/;,: k-i °I ~"--· :..:.: ... :': -0 , ·.:· .. ::··-De., ~E--1,..iN.L ~.h,. ,,.._ -:--· ,SvO ,.,,_, _ ~:~-.,-~~::;:~.~-:~:~ •• ~:~_~---~~-r, .. _-~:.: ·Tcita-i~ :;.,;._~{frla::~.:~.t,7-]';402;~., 60· X-.-,~P~--~1 • • . ·,_.,,_ -·-----------------------------------"" l.t q'' !I_:_ __ · -t ---.\ ~ scAe> 1)? ~9;~ ~~~_kt?] , I , f I ' !• t ,.. A PRIMEJob: .2.K:2-qo · -STRUCTURAL Date: s--o2. ~ ENGINEERS Sht: l'l • I J I I .. ---·--·· ---· . -------------_.._ --. -------------------------0------------ --------··· -···-· ---·-·-·--···-·-··-·--···---------::.--'_"~_-;-;;r_, -----·------------· ... _ ... , jiF ' ~,:. f fc·. t~ ;;;, .. - i~! ff- 1~~ ~ } ~---' ~~~ it,J. 'f~. ."f: ~"'· V "t:t ,-· ,. ,',>t ... . , '" -,:,-,:,---·,, ~; STRONG-BACl< PR f ME Job: 2-1C2--o, 0 STRUCTURAL Date: 5'-0.2 ENGINEERS Sht: 2.0 -ASSUME TD TAKE All LATERAL FORCE I.fl 0 p w_1 =-(o,38-4)( 1~{2_) (!£"apcf )(25') :: lbB-plf' C,J .2. ~ ( 0384.) ( ~112..) ( \S-0 pcf) (8:£; ,½) ~ lb 3. 2 p(f TRY W/ W l2.7<7C/ CAN OP'( (DL t SEISMIC-Z) (Lu.-:: 3:3.3 ). SEE CONPLlTER OUTPUT USE. V\J('2><1'1. W/ 2-l''q> (<8-.IT: @ l2 ''O.C. (MIN. fi·" EMBE:b) .. -. ·--- ·-~~----------, .. -~: ... --· . -re ''· p RIME Job: !?..l(_2 -0,o STRUCTURAL Date: i,-0 2 ENGINEERS Sht: 2 \ LATERAL FORCE ON ELEMENTS OF STRUCTURES, (SEC. 1632 OF 1997 U.B.C.) Seismic Zone 4 N :r: <---Roof Fp= ap Ca IP (1+3*hx/hr)Wp Rp h1= 26.38. ft Seismic source type = 2 ,.... :r: h2= 1.20 ft (A=1, 8=2, C=3) ap= 1.00 Ip= 1.00 <---1st Fir Rp= 3.00 Soil Profile Type = Near Source Factor Na= Ca= Fp= Fp= Fp= Fp= Total Seismic Load= Roof Reaction = Base Reaction = Maximum Moment = Maximum Moment occurs = Etiui~alen_t Uniform Seismic load = for Wall Design 4 1.0 0.44 0.15 0.587 0.308 0.607 11.13 6.62 4.51 33.35 14.24 ~ Closest distance = 10.5 km ($A=1, SB=2,SC=3,SD=4,SE=5) (When soil properties not known, use Type SD per section 1629.3. Exception) (if Na >1.1, check w/ section 1629,4.2 for special condition) *(1 +3*hx/hr)Wp 0.7*Ca*lp= 0.308 4*Ca*lp= 1.76 *Wp at hx = hr * Wp for hx=0 to hx= 9.495 ft * Wp at top of wall Where Wp=weight of wall psf *Wp *Wp *Wp *Wp-ft ft from base weq;:: 8* Max. ':J/.Y.r). hr"2 Anchorage Force at roof= for _flexible diphragm 12,661 ~ ap= Rp= 1.5 3.0 Anchorage Force at roof= for rigid diphragm ap= 1 Rp= 1.5 for shallow anchorage ,.,..... .-t; :,r '• ·,, :o ,: . . (); 153 F'fHNT LDADS ; ~,. r~ ; • .i.li"!-li Dea~ Live Teit~l 10:: 58(r · 0:\H)O' 10ir~80 ~IsHt~~-~ 9:: 37:J,; ___ :~-~ '• · i:1. ooo<>_. · tj, 31.3 ~--: i "fl"'A~·X-=!;.;r.:;f~"'if~l....:..F.:;tl"'R"'C"E"S'-·,"": __ .-___________ :..,; j·:~~~: 19a5B·k: t-Os-00 ff' .> \! ,,-~·· t ,uQ:,11 = 10~-58 K. {t · 'O::.Q-0 ft. llffLECTiOtrn LOAD {~f Defl = :?iii-~2) \ ·. Livi: D2ad 8738748/EI 0/£.I ·a:28321/E'I Fc,s, ~.:,tent ~u '= 24a 00 ft Er-c.~:E Soaciria =· 24:(lO ft . i~ 1'.t x 79· .. Fy = Fb . = 29-Al8 . fb = ... ·~:· ' DEPLEGT rnns .: X fftr ' ' ~ ~, ' . ·~ ,. ' ; '~-': •• --• ","' ', !-~·~, • ~ <>, ' • .;:'. - ,i. ~ -• • --~ _, :~/--._ ... , --~·;..:\:·. ~(.:~} :~~: '\ - ~-. ~-'· ,:,.• ..... ,,• .... ! ' .,;_.r _, ll i· l, ii I j, I' /1 l l . <irf".t,''.'¥;·:·, ~',:;':¼..,,1"?'' : -· . . . . . ': \::~_~:/'.;~~ p R IM°E Job: = 4 ' ''.fa:?"jt'W JtR:i}~f ~.;;_ , . , . _ . -·· _ • : .. ~ j:-½1/ ''. STRUCTURAL D~te: ~:: ~~.,,1:?,1;1,s~.P;i;~.:t;.~.!..x.i--i.:.:,~h<,,.~ ... k • },'-•• _. : • __ , • __ -: • • • --_ ,. • • .... --.. :,-:/.;-..:~::~tr ... _Jt . ENGINEERS _sht:· ~f..~1:3/.J?r!rii~t~t#~ctii:t~t .. ~ng~Jl'.~ic:;~~>·· _M,:_@DAD''DceOtDX . . · · · ' · , · ... · ·:.: ···i·'>' 'f!i:};.1\~k~:::)~f:';~~l~.1~\~·:::{~-;~·:r:~~~::~~\-:. : .. , ... · ., -· . . , ri~tfi\:~~-~ rie;ign Res·ult.s· ~~···~• BASE,PLATE,J'OR. STEON~ ElACK .. ,.:~:~,c_.:,:,'.··., • .. . ... . -· · .. ,~, ......... ,., .. · .... "'5/ 3/02·.,. 9:. 1 ..... ,., ... , ... . -.;:.._ ;-... -.... -t~: 1-i- ... -•. , ..•. ;,""" ........ ,._.,,..::...l-'.~: ·~~ ... ~.:.-~.,,.,.01'"!,";,,. \;. ~.~~ C • ' . "··-~---~ ~ t~ -.-' ' • ..... -. ~ ..... ~ "··"'""!~~...,,~, """t-' _.,..:_ -.. ,-:,..::. ••• ',.,. '~ ........ .:. ~ - axial only compression load on plate. t/ ·,'·:·.,: : ,:~ Use ASD 91:h to check plate bending ·,t·i·'.· ··--: '""'', ·, Max· concrete· bearing per AISC J9. 'j,/' .. :_'·' ,Anchor Shear Check Per AISC Specifications. J'lf:<'. .. ~::.. ,?mchor Te·nsion Check Per AISC Specifications. i:~t,:~,_?:·_·,,~ ' .. · .. ',·:/~· l,:.~-;i;··· INPUT DATA:. ,Ji,.f. Column }:/:;.: Column Size. .J'.: :: Dim: BfTop. (in) 12. 08. Base Plate TfTop 0.735 BfBot 12.08 Plate Fy (ksi) . . . . . • • •. , ~ (Parallel to Web) (in) 13 (Perpendicular to Web) (in) TfBot 0.735 Wl2X79 TW Depth 0.470 12.38 36.000 13.500 13.500 P_lai:e Thickness (in) ....... ; ............ . 0.500. · ·Anch0r· ·. . -Anch9r Size ...... . .··· Anchor Area (in"2) Anchor Material. ........ . Ancho~ Modulus. (ksi) '· ·:. AnGhor Strength Fu ( ksi) -'· ':' ,. Thread Included in Shear Plane · -./ · Fo.Otin9". ..~. . \ .. ~ >· :~ Footing Strerigth f' c ( ksi) : . . . · Concrete Modulus (ksi) •....... 3/4" 0.442 Other 29000.00 50.00 :l'i;'.. ·'·.· Dimension (Parallel to web) (ft) 3.00 3122.02 4.00 5.00 f{.· .. · Dimension (Perpendicular to web) (ft) •. Design Load Building Code:. No Load combination: Axial (.kip) vx· (kip) ... Mx (kip-ft) Code Generated Combinations Single Load Case Allowable Stress Increase Factor 2.13 10.58 0.06 1.33 l'· /s 1,:, I" .1.,1 j, • .. ,,, , .. t,;. Ji,, f; f ,, r t /., t-· i<..1 f; ._ :-_,) ;• ;! . ~ ': , .• ..-, ,, RAM Base Plate Vl. 2 . : · . _ Pf.ify~-~~.-~ii:~st:'=!;t;.aJ:,,,:?11g:j.J1~_ers, ··=·· J' .,:\?}<2:~~P .. t-:t·\· -:-:·.,._ : .:· .: · ''t"'!'''_·"'~-BASE'· PLATE'· FOR STRONG BACK· -- t:-::_:'·--·--.:::/\_:i:~r::\.- ~·~i -·_ -': '. ' ' ' -·.t.,, .~-t<-< ,' : RESULTS: Analysis · Unifo~m Load on Base Plate. Plate Bending Max bending moment from concrete ··compression Allowable Stress Increase Factor •i - N Eff (in) ................... . B Eff (in) ..... . m [N-0.95d]/2.0 n [B-0.80b]/2.0 Lamda.-....•..... (in) (in) n I • • ·• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -t -',,. ·-••• ,.,"' 1.33 13.288 12.090 0.763 1. 213 0.069 3.057 C::ontrolling effective width to resist moment Controlling plate bending moment (kip-ft) (in) 13.288 0.01 0.23 35.91 0.01 0.040 ;it: ,t: -=·ti· \:- ~- ~- fb ('ksi) Fb (ksi) fb/Fb: .......................... Thickness Required (in) _ Thickness controlled by cantilever action. . Anchors . . .. ·.,-.. '-:':·:..-. Anchor · ·x(in) Y(in) V(kip ) 1 -3.50 4.50 2.64. 2 -3.50 -4.50 2~6( -~~-~-::·~-t;~ -!:;~ t~!- Bearing. T(k.ip 0.00 0.06 0.00 o·. oo Interactic;>n 0.53 0.53. 0.53' 0.53 Eff Area of Support A2 (in"2) ...•.................. 642:s9 160.65 2.00 2.79 0.01 Plate Area Al (in"2) ...... . Sqrt (A2/Al) ........... . Ai.iowable Bearing Pressure_ (ksi) ~~ Actual Bearing Stress (ksi) DIAGRAM:. 0 () 1 . 3 .... , . I ;-~•.,. -•, # 1 2 3 4 xcin) -3 ._500 ·." -3.500 3.500 3.500 Y(in) 4.500 -4.500 4 .5oo· -4.500 •• ,• .,.r-<'~,t-.-; ... -, -; ••• ....-;.,."!-~ - .. --:: .. ,., . ,,~...;.., .. ~'~;i.'l)~ ~~~"'i,.l. ,,,,_ ,v,. -l'<l~?o>'l~~~--~~.....,....,_--,..,,,~~--;t;,,~j-~~. ~ ,,,._ ~~fi;;a,, ....... ~---;.w~·"'•~'t,p,:1 ... ,\-':,-... ..........-~<l'---~---,'!,'.o~ --~ ............ ~ .. , ........ __ ,. __ ,.,, __ ... t""'_.«l'f~-·11: .. ~-..,....,,.-··,,..-,,i ~t:;, :~i: f;; I_; .. W12X}9 t, ~/;·: ··--'.:,._ :, ... _--\t__~. :: '.;:..-· -·.= .i' • ··, ' .... ' ,,,, "· •• _.. .~ .... -ii _,_ , -,~ _ ... ; • . ~..;.,:::t '~-;.',;-_' '.;_}:: ,:, ,;.;_·~ j :.~':··~ :, ~-:;;>•:; _ ,: ·~ :' ,' w;.~_ ~ -~~,; ::-~ ,.,,.,::~:~:-~~:!~l.::~::::_~;_-:.: .. 7~:;:;;t_.,~,.J;:.:..: ";·t:_'"; ~ ,: .._ ..;..:::_O:i•: 1' ,::. ,_.,.' I . --1 ! --------··· ··-·. <-' ·;;, (. :1{ , ~-f: " :~f..... - tcJ.t ·~~ .) -i -#, ~ ---'· .... ~ . ~-' r·· , . .±L-..... . t 'i ~~ --. ,·' ~-.J, fl . ' t r --- i.' . I:·· l·:'. ~ ··-' .. . -· . . -· ., . '· '$f i ':. r- 1¾ L,.;. ... ~-~: ~-- "':.~ IJ.·; .... J ~ \•' . J ,., '--../ P1 Pv ,irt1'' l VAi . 1Y---~l/ i' · APRIMEJob: ;1..t2.-q-o STRUCTURAL Date: ~ -:2- "SJ. ENGINEERS sht: ...:?:§_:. Pi~10.o~ P1-~ 0.0 ~ ~ CJ>MP ltTb-f_ {)lj:ff'u;, US& TS {p,<{t ~ ~Ir;, ~ CO/vl81N/3V srter~ !)JI i0r10rr£AM1rJt.q WtJ = Io (yfy;?J 1+ ~o ft_,F-=-YJ Pif M; IJ~O(JJ(R') 2---. O. 4g f. 11+ .::--G.1(.p F ·in t rfh'"P :::-G:7 & ~ 0, Lf-!c.f ;:-s-,_; t~.q A~.::-ii:11>c!2---n.&v J;%lJ /Q.q f-/q_(pb (). IP X 1/-1.P )( t.//? + ... ~ ----,· --• ,... ---- ~---'-···. ---·--------· -··-·----------···--------~ --------------------------- ij :~~ .; ~ .. -......... - f1· ' ~ ~-f . ··---'------·. . .... --·. -.. ~~-+--'---~· --. -·· ----' il .yif. ·1 ~ $;. .. ·:7 ,' . -· ·.· FurnT LOADS -ti;'& frf:-'' ,·-: ., Pd . Pi X REACTIONS I tH T\ i...tihLJ Dsad Ii u-. 1-,1. 1-::- LOAD Tc!t al UV? Dead ... TDTAL Defi L f 180 L / 24{1 L / 350 2.75 r: ··:r .JrL"\.1 LEFT Ri6HT 8.28 k @ 22.77 kft @ 22,77 kft '@ Defl (in) Oc(!Cr ft 2, 75 ft 2;7~ ft ·x ut) 240443/Ef 3. 88 (1/H _: Cl.0(1 2401 'ii9'tff -mi d;p~n _ fl 45083[1· 6(lit(l7' 901550 zl~ l-/wo ~ 8->cl1/2;;,b() --o.i,J 1,f-qlrf--~o lf,tjq 21 m (!. i 7) A PR IM E Job: 2!c-2.-ci 0 STRUCTURAL Date: ~-02.. ENGINEERS Sht: '-1 SINGLE SHEAR DRAG CONNECTION W/ A36 SIDE PLATE Per chapter 23 of 1997 USC and 1991 NOS __ c»n.nt~ DP-TS ,b tA?tS-f-Lf>C!~ fU,r{L~ 1.33 rJtta& ,qj<;o,) BOLT DIAMETER = Fyb (ksi) = 0.75 45 LOAD FACTOR = theta max = 0 tm (in)= 3.5 0.25 depth= depth= 15.25 inch 8 inch Fes = 58000 psi ts (in)= (Bearing Capacity) MAIN MEMBER DOWEL BEARING STRENGTH Fem (per Table 8A) = 5500 psi SIDE MEMBER DOWEL BEARING STRENGTH Fes A36 Bearing Cap. = 58000 psi Nominal Bolt design Value Z = D*tm*Fem/(4Ko) Z = k3*D*ts*Fem/(3.2(2+Re)*Ko) Z = D"2/(3.2*Ko) *(2*Fem*Fyb/(3*(1+Re))"0.5= Z = k2*D*tm*Fem/(3.2(1+2Re)*Ko) Z = k1*D*ts*Fes/(3.6*Ko) Em= Am= Es= As= = = = = Z min= TOTAL# BOLTS= ROW OF SOL TS = SOLT SPACING = 4 SOL TS (SOL TS/ROWS) n = 2 ROWS Group Action Cg = 10 INCH 1600 ksi 53.375 sq.inch 29000 ksi 2 sq.inch 3609.38 1572.50 2157.95 2189.08 1632.64 1572.50 Pound 2 0.995 CONNECTION GOOD FOR = 8.33 KIPS -< <i?. '22-f ~ ·-~ A PRfMEJob: ~"-:2.-90 STRUCTURAL Date: t;--0.2.. ENGiNEERS Sht: 2 2 SINGL~ SH~R DRAG CONNECTION WI A36 SIDE PLATE SOLT DIAMETER = Fyb (ksi) = Per chapter 23 of 1997 USC and 1991 NOS 1 45 LOAD FACTOR = theta max = 1.33 0 tm (in)= ts (in)= 3.5 0.375 depth= depth= 15.25 inch 6 inch Fes = 58000 psi MAIN MEMBER DOWEL BEARING STRENGTH Fem (per Table 8A) = 5500 psi SIDE MEMBER DOWEL BEARING STRENGTH Fes A36 Bearing Cap. = 58000 psi Nominal Bolt design Value Z = D*tm*Fem/(4Ko) Z = k3*D*ts*Fem/(3.2(2+Re)*Ko) Z = DA2/(3.2*Ko) *(2*Fem*Fyb/(3*(1+Re))A0.5= Z = k2*D*tm*Fem/(3.2(1+2Re)*Ko) Z = k1*D*ts*Fes/(3.6*Ko) (Bearing Capacity) = = = Em= 1600 ksi Am = 53.375 sq.inch Es= 29000 ksi As= 2.25 sq.inch 4812.50 2835.23 3836.36 3282.00 2242.30 Z min= TOTAL# BOLTS= ROW OF SOL TS = SOLT SPACING = 3 SOL TS (BOLTS/ROWS) n = 2242.30 Pound 3 1 ROWS Group Action -Cg = 0.990 4 INCH CONNECTION GOOD FOR = 8.85 KIPS ---- ' . );;., .. ~-·-·--·-·--· --. -- LATERAL FORCE FDR O\NOPY ~. PRIMEJob: :i.J<.~-qo J:f£. SiRUCiURAL Date: S-o.l ..f:F.&\~ ENGINEERS Sht: :z.cr WIND LOAD :: c~ · C.;.· 0:-.S · Lv . ~ ((.06) (1~_4) ((2,b) Ct.OJ =-(8.1 psf.v SEtSMIC LOAD. so lL Pr<o Fl LE TYPE s D N °'-:: I. 0 ,: NV . 9 Co.. =: 0. 44 , CV :: 0, G 4 ----f< ~ 2.2. ( CAN Tl LE V'cR CDL.U fv1 N -TI PE: 0, ((1 Se.c. STRUC.T(..{ l~E-), T =-0.02. (to.s_ ')¾ :: I. ::c_ 1.0 V-=-Cv-I R-T W == (0.64 ) C.1-Q) · W =-2_ 486 W (2,2.') (OJ\l) MA-X. V == MlN. MtN V ::: V= . . . 2,S-RCo..· l W ::. (2.S-) (.DA4-) W ~-o.s W v 2.2. ---·--· -. ' . . -. . O.l\ G· I-.W :c (~JI )(0,4~J.U.0) ~-==. o,o~4W OJ?~ -Nv · I W=-· (0.8-) (0.4)(\.o)(JO) W =- R 2.2 · o.P ::. 2.5 ./ . R..P :: ~-o ~ h:x ~ hr , Ip :.. I. o 0.[4S-W. Fo ::. °'f" Co.-Ip ( l*-1 . ..!23_) W ··· ~ (2.S-) (0..44)(1.0) (_ Ii '.2) Wp ~ ! 4-r7 Wp.,,. i Rp l ...) hr f 3.0 · 7 • -o · MIN. F=p "' O.l G-Ip.· 0Jp ;. (_~,l )(0.441U,01 ~p = __ a,308 Wp M_A-X. Fp_ :: 4 Co--_ Ip· W p ~ ( 4J)) (0. '4:4) (I.OJ W p ~ _. /. 7 6 W-p . .. MA-X. LATE=RAL fOR-:CE ~ 1-461 V\Jp. 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(l,(l(I 2 4 ·,~~,.,-,.,A,>.;•·.-.,. • .,,.•.., • ,. ;, i1 l; ti ti fl j1 11 i I I ., I l'' 1; _, ·-t r i~ fl ~ ;; I• Jj .•....-.{_ ·.,:.. . ~. :··; •. . . :.::;~ ,:;,: : ' -~·--- . " '_;-,\.:.. -- .;..' . ~ -~ ~.,.·-_::,;,-... -----------------~--"--~~--~~---------- M @DA!J'' DreOtDX CRITERIA: Analysis Maintain Strain Compatibility A PRIMEJob: :z.~-.qio STRUCTURAL Date: s;-02 ENGINEERS Sht: !3"h Detailed Design Results 4/30/02 15:58 Use min. effective plate area for axial only compression load on plate. Design Use ASD 9th to check plate bending Max concrete bearing per AISC J9. Anchor Shear Check Per AISC Specifications. Anchor Tension Check Per AISC Specifications. INPUT DATA: Column Column Size ............................. . Dim: TW Depth (in) 0.322 8.63 Base Plate Plate Fy (ksi) ...................... . N (Parallel to Web) (in) ............... . B (Perpendicular to Web) (in) •.......... Plate thickness (in) ................... . Anchor Anchor A,nchor Anchor Anchor Anchor Thread Footing Size ............................ . Area (in"2) ..................... . Material ........................ . Modulus (ksi) ................ . Strength Fu (ksi) ............ . Included in Shear Plane Footing Strength f'c (ksi) .......... . Concrete Modulus (ksi) .............. . Dimension (Parallel .to web) (ft) ....... . Dimension (Perpendicular to web) (ft) .. . Design Load P8.00 36.000 14.000 14. 000 1.250 3/4" 0.442 A325-120 29000.00 120.00 2.50 2850.00 6.50 2.87 Building Code: No Code Generated Combinations pty,o-,x Load combinat,ion: Single Load Case / Ax,ial (kip)........................... 7. 53 / I}_-;(. V'rn.CAX. Vx. (kip).............................. 6.14 to~. x S Mx (kip-ft) ...................... ,..... 30. 24-<.-O, 'q Allowable Stress Increase Factor .... r 1.33 ( 2. Page 1 :. O.bi-36" (G.8 { 2. .•.. :. :~/' ,f;~ A PRIMEJob: ,2¥:2.-'!o STRUCTURAL Date: s--0 .2. ENGINEERS Sht: 51 ro,· RAM BasePlate Vl. 2 ~ · Prime Structural Engineers M @OA.D'' lliCtOX ~-2K2-90 1f-· PIPE COLUMN FOR CANOPY A Detailed Design Results 4/30/02 15:58 ?J' ::~· ft~~ ., f t RESULTS: y_ •" -·'· Analysis YBar (in) ........................................ . Resultant Angle ( 0 ) ••.•••••••••••••••••••••••••••••• Plate Bending Max bending moment from anchor/s #1 in tension Allowable Stress Increase Factor ................... . m [N-0.80d]/2.0 (in) ................. .-.............. . n [B-0.80b)/2.0 (in) ................................ . Controlling effective width to resist mbment (in) .. . Controlling plate bending moment (kip-ft) .......... . fb (ksi) ........................................ . Fb (.ksi) ........................................ . fb/Fb ............... ;, ............................... . Thickness Required (in) ............................. . Thickness controlled by cantilever action. Anchors 3.77 0.00 1. 33 3.550 3.550 3.550 2.43 31.52 35.91 0.88 1.171 Anchor 1 X(in) -5.50 5.50 -5.50 5.50 Y(in) 5.50 5.50 V(kip 1.53 ;1..53 1.53 1.53 T(kip 14 .21 0.00 14 .21 O.bO Interaction 0.55 2 0.12 3 -5.50 0.55 4 -5.50 0.12 Bearing Eff Area of Support A2 (inA2) ....................... . Plate Area Al (inA2) ................................ . Sqrt (A2/Al) .......................................... . Allowable Bearing Pressure (ksi) ................ . Actual Bearing Stress (ksi) ...... ···~· ........... . DIAGRAM: • 1 • 3 PL 4 # • 1 2 2 3 4 • 4 14.00 X 14,00 X 1.25 (in) 3/4" A325 Anchor Bolts X(in) -5.500 5.500 -5.500 5.500 784.00 196.0.0 2.00 2.33 1. 36 Y(in) 5.500 5.500 -5.500 -5.500 ,,.,_._. I• ,·. ,. ..... _:., ~.-. ' .. -.· ,, FTG DESlG-N FOR P{ PE co l.lA MNS --'. p--. · 4· PRIMEJob: 2.Q-cio • -STRUCTURAL Date: 1;;--02 . ~. ENGINEERS Sht: ;-a ----4M.: -, -:. =i-==~~~~~,I----~-~-~ - ----·----. ,__. ... ~-.. - SOIL BEARING CHECK. --... ---... . ---.. CASE.· .I.) DL O~L'i:-_____ (LC 3) p = S-.\4 -0,21 :: 4_g7 ---------·--·· --. ---· -.. V ::: t.SS -+ 1.41 = 2._96 1< . . --. . --. . - M'" B.5St-7.13 ~ !G.2G~-ft. -t (2.q~1::)(2 1 )::: 22.18-ic--ft CASE JI) DL t SEISMIC . . - P = 7. S3 -2, 43 :: t;. I ic. V ~ 3.07 + 3.34 == 6,4(tc' -.. . .. ·---.. ------. -. {'/I ~ .ll~}'L-t-_ (8._?2 ___ =_ }_6. ?I K7'tt + CASE ]I[) 0,9Dl __ -t-_S~JSH!C ~~c:. i) p =-o, '1 >< S. [ l< = 4. S', 1<-·· ----· ·-·. . M-::. 49y3~~:ft ... FTG-DESlGN CASE IV) 1.4 DL .. . P=-/_4~4_21 = 6.8!8'1.: --. . -' . . M:. !.4 x 22.1& ~ 31.0;-kft 0-?E:-V) o_q D + SE.ISM le p = j-.59 ~ M = 1.4 t<-49 .03 = b8', 64 !-(-ft ---. ... ·--· --, '-q ". L )( 6~ lo,, W )( 21.0 "·'(1-11( . W/ :· -· ·,-~-:-: 4~-#s ·iEA-.: wiY ; @':-~:T-~-..... ------. ---·-·-·· --------· ; -·:--· ···--· . -· -.. . .. -----·-----------·· ------------'--~~ ---··--·---------... I· 1 . .,_.,..fi -•I I-·~ 1 -...... ~~i~--, •. ,-• 1 .; . . ' -·------.••·-·-·-·----·-.--) --·-------'-·-'·--•4·•-----•• ·-4•-•--·-I-•• r, ... l \.;-:-,, . f';§-, ... ,.,:.,~:..- , .. ,· :_,',:~':·,{·;~,-~: ·:,.- Sui'charge r-:.;.,~; ,;,. ·,.:-~u-:rti f½_!v~uJ;:e 1. 'I.,• r -I I '.~ •'.. -.~. ~: -r; POINT LOADS (k ti m ·-· 3 ~~ ~ , s>:": .. ;:: r .. · .. ~.. -~ · ~ ·. , .. · 4,9J:· ._ E,-B_2;'.,::::,J[~:t:.~1~.:;~~~°,;-/}h~:'i·'.;;:, _ _;:./:t~; 1mn~NT lDAD.$ . Hf t & ft): 1-2 3 22, 18, 49.03 RESULTANTS CASE (k,. ft & 1 . Pt 1· .~. -Q .fil2X -~ JT!fo 19.98 3,28 0,58 _ {l,21 20,21 1.04 -0/H). MAXIMUM.FORCES CASE. V m~x M d;CX tt 1Lin . ~ .. = = = 65,.&5 kft·, -ir9S tft X 3i.05 6.0p. .. 4 C'-,-, ,J. ~. . :, i;< --~,. ·--_,.,,.,·,, •, -\' ·:... :r· ·.• . ... :,. .... ~ ·.,: ,,, _, Vn = h d " vs = Av = 0,78 si/ft 5 1ax = Vs= Oi ::tirrup:; are 01,tic,nal 2 ~ 3 Stirrups@ &:B~ 1 ~ -4 St~rrup @" bc2" 2 I 4 StfrrLlps-@ 10,-0" FLEXURAL DESIGN As mi-n = 5,20 si max:= 20.85 Ei Mt max= lfot = As stt: = As = M-min = 72.9 kft\ .. lfo- 20,00 in ~. " .. ' __ ., ., t,.!J. >.:1-.J li)\- 0.03 s1· Bottom Steel. St.~El ;:::,·::. -.--· -•• ;-+' ~ ~ :,.-:'~ •; , ,,>· '.,,., •}'• ;, ~··::;'~v.:-.. :::/.;•.:>, • ''-i '., '• '• -. ·-:--:i:-:·--:-~':i~·:~-.;f·~~::~<,.:;_;:; ~~-,-~.:.,\,-,,;:.. . ~~ ,· ' *'· -".>"_; ·-,- ,· -;: .... -. -· --; I·. , __ . . . ',rr---,-.,.,._ __ CANOPY -B. 11 J 4.14p1 4.1461 4.146' 8 A P Rf ME Job: :2.¥i-ei~ STRUCTURAL Date: i;--01 ENGINEERS Sht: G l Ill cc C'I) ~ Ct:> I'--~ co 0) @ If> @ -[n ~ 0 C\l -=::!" ~ 0 Ct:> 0 3.734' _.,.,._ _ f. Job·!-2K2-9(1 5/0L'(l2 -, ---._, -------------------< J~i i'!i ~:--.-of..;: H.;:,.tc;:> >==-========:::==========::::::==:: Joint V ,\ y z Nd C:i::.::rfinate ~:c,;::!rdinitc C:uc~rdin,;,t2 r::m~~r2.iur: ------------------ft------------ft------------ft----------~---~F------------ 2 3 4 5 7 9 1 (1 11 12 14 '" lJ 17 13 19 20 21 22 23 0. 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'-'"., ... •' · ' ___ ,,,,, '•'-":,~· ,,,'., ·,~ STRUCTURAL Date· s-.-0.2.-"i-"!;·:···-'-', ,,.; ... ! ~ -~· ' • :;::-1 •;/·~~l.~ ··; ~-~-.. ;--~ ~ :/:: ~~-... ~-!~ ~-,' ~• >t=~:l"f ~-~l.::t:.~ ,:1;_.,e,~,:~: y _.~ t1-. •. ::>·:~.~:~ij;,:~{j;t,~:. • -~'•' ~ "< N •''•• f • ,'• .;~;.,:_~i,~'; )".-!•: •;~:~fl:'.:~-.~;..,-•;1i-• •.·{ :' .. _.ffad1-u,, Pei .yn .. & A,,sc.c,-<:1t1:::ric-,-..,--<-·• ,,.~~ ,-r.. • ...... ,.-·,·r , ...... Job·· •. '.)k z-90,,.,.,.,_,.., f'-"'"" 'JiS ENGINEERS Shtf' ,1--.-~ .... ,.-.... 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Engineering Group . 4760 Murphy Canyon Rd., Suite 203 San Diego, CA. 92123 (858) 292-7894 Job Number: 02-011 Date: 05/13/2002 The EnergyPro computer program has been used to perform the calculations summarized 1n this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft .Job Number: 02-011 User Number: 3168 ' \ , it ,t CB021161 2231 RUTHERFORD RD CBAD SPEC STE-2845 SF LOBBY/CORE Tl fiirAS~UST \ Lot#: GRANT EVANS-SMITH CONSULTING Lf ///,/ o ?--_ Tu ~ -:-G 6 t<-1-f A/LL . /1,1 ,,.,~:;;::~iJ-\ /" / --.11,. / . ~ __ {/!<~ ~ ~o/ ~ S-7-62-CJ; ~ 'P-L-. . ·:;( w/;i~ Cl>/! 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ENG CORR ~ §LJ f::: I PLAN CORR _:: --11 · ~ ~~~:~~~::HEET ______ __._ ____ BLDG FEES COMPLETE L .... •·;·· .. ,,.,. -·····~··.:·· __ .. _.,, .. · .. -,.. . . .-·. b I I o L 1 ~-~<. :: j __ . -"".·, -•. ·.;. ;, · • , · .""'. ·,. ,'· . ; _, .. //c_ ', -. . r/AUJ .. ,&~ 6 2-r 7_j ·; I W~~ 1zJ £~ ~ ~~ ~{(1( 02- G (~ro( 01- ~ U JJl;u al r(!__ ( <; ,; u '0/1) ~ /&_-~cvl-Jo J1U4:J- \ ~ _,.:fa \ ' \ \ I 07-01-2002 J0b Address: .Permit Type: Parcel No: Valuation: Reference #: Project Title: · Applicant: GRANT EVANS 858 773-4777 Total Fees: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02173 Building Inspection Request Line (760) 602-2725 2231 RUTHERFORD RD CBAD PCR Lot#: 0 2120701900 $0.00 Construction Type: NEW REVISE 1 HR CORR & SOFFIT FRAME Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 06/14/2002 RMA 07/01/2002 07/01/2002 , ,Owffer: BECKMAN/CARLSBAD I L L C 0385 07 i01/02 0002 01 C/0 WILLIAM R ·BECKMAN· CGP P OBOX484 RANCHO SANTA FE CA 92067 $120.00 Tota,I Payment~ To Date: $0.0b Balance Due: $120.00 Plan Check Revision Fee Additional Fees $120.00 $0.00 Inspector: FINAL APPROVAL 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.• You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow·the protest procedures set forth in Government Code Section 66020(a), and file the protest an·d 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 fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning; zoning, g'rading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f f whi iv n N i ii r hi r · f limi · n h r v· I h rwi x ir d. 02 120~00 Plan Ck. Deposit _ ~- Validate~d ', r-__ Date :___ I&½[/ r,f -l t -. Legal Description Lot No. Subdivision Name/Number Unit No._ Phase No. Total # of units OJ='F \{ E: Proposed Use -. }x Description of Work #of Stories # of Bedrooms #-of Bathrooms fi~J~nu~r:Ar:,:ifc:asciii',,if.,~tt;.•11hl2.tro~Tn"1-1,t..-f<~•~:1zi1:ffi~'i'.i'.i':12,Ift:::'"'.J!J:.~~~1.;::t!lf:i?,t':<1ssJ..,i;,\_)'.,:,JJ,\4'i1~~!'tit~it'.'iftl:c/.&,t-Z:,:;'."0l.1!?-'~':~-7.i.?!:ft1''°...e.-,~~,it,-;,;,\'1JJ x ~,iHc=;~)i2;"~gs5,\WZ.o-&.:c,;;;INQ:2iNJ''~~,~e:e=~oru~~,c,,r14:1·-- Name Address City State/Zip Telephone# Fax# @h~&i!QK~~;;J[J:!:g_9~jficrto~BilF~1ii&Wi!:~Amt~~1GII<:!~I'miil~2t~~w,~'fflli~:fil~i;~~~F~,.{~iffi'.~~~;-'~~;z~~tJ~~~T;;tJ Name Address · City State/Zip Telephone # ~BtJiJfQ!!titti~~W,ijlliS~;~~\!::~:t:;~~s~t~~ ;~~tr~~-tl¾1i~~J~¥:~~t~~~ff~lLff~~~J~lrii1~~f~§f~~?iK4.bmf~~:;:;~~~~~it:!i~,t!t\~.,~-i\':.f~i~~\~i~t;l Name Address City S.tate/Zip l'elephone # 1s·ec. 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 tp the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) 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 [$500)). Name Address City State/Zip Telephone# State License # ---~---~--License Class~---------City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ t~~~§itJIBl:te~~e_ti{$~tl§):N~~~~~-/~3:~~1CU§.~5~~~~~~~~:::T:Y_:!~~~~~iJ~~~~~~~~f~;:\J;r~~~~~~\~_1E:~~~£~~G:1 Workers' Compensation Declaration: I hereby.affirm under-penalty of perjury-one of the following declarations: D 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 jssued. D 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: Insurance Company-------------"----------Policy No .. _____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D 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 t.he Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred ·thousand dollars ($100,000), in addition to the cost of compensation, damages as provided-for in Section 3706 of the Labor code, interest and attorn~y's fees. SIGNATURE·---------------'-~--------~--------DATE _________ _ li~~qwJt~liitJ1[JlltoJPCAtiMJb.N~:;;ft];:~1;~q~~~!;!~~~t!~s~a}l\~\tt2~:1~t:~:i£ii;~f~~£1~\:~:~~~1j!,C~~1~:~1~~~~;;t;7:~f:::}~11~~~~t-E~f(.:t:(}~ I hereby affirm that I am exempt fr.om the Contractor's License Law for the following reason: D I, as owner of the property or my ·employees with wages as their sole compensation, will do the work. and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not appiy to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such-improvements are not intended or offered for sale. If, however, the building or improvement is sole! within· one year of completion, the owner-builder will have the_ burden of proving that he did not build or improve for the purpose of sale). D i, as owner of the property, am exclusively contracting with licen~ed contractors to construct the project (Sec. 7044, Business and Profession$ Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed •pursuant to the Contractor's License Law). D I am .exempt under Section ______ Business and Prqfessions Code .for this reason: , ·1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have not) signed an application for a building permit for ·the.proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to pro)lide portions of the work, but I have hired the following person .to coordinate, supervise and provide the major work (include name / address / phone number./ contractors license number>=--------------------'--'-~-------------------------- 5. I will provide some of the work, but I "have contracted· (hired}-the following-persons to provide the work ·indicated !include name/ address/ phone number/ type of work):. ____________________________________________ ~------------ PROPE.RTY OWNER SIGNATURE-,---------,---'------,------'----DATE ________ _ f¢:<1ifi£E:t~1':filiijc,TJp'tJlf'si'rf,t!lii'fl.1ti~1IJi'llfflii:i.tii,~P.fNittffMJD'Tull,~:t:~:rllf:ai~~~1',~~£:1~r~~rr::~lrr'!~:t,1:1~~:?ilti21ir:~1i15£ 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 Act7 D YES D NO Is the applicant or future building occu1>aot required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O· YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANO THE AIR POLLUTiON CONTROL DISTRICT. r~-~~~~N8MPRQN~m:lPJ~~1f~ii~'.~:~~~~~~;t,~~~1{0:;:-s~;:~&~0~&~:~~~~~;~J;~~~~;~t117.~l~~~~1-~S~~~.~~7~~~~4~f:~~~~ri:-~~;~:(~~:~i~~~r-s~~~~~}~:i~ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ($ec. 3097(0 Civil Code}. LENDER'S NAME _________ ~----LENDER'S·A0DRESS_-,--______________________ _ ti~~~P'ii®~N~~~ft;}f..ei~V~~2~?f:~~Zl~~?2:~!;t::{fJ-:!ci~1~d~~~~~i;E!~~hl~~;~-,~tE=:;_~}~~:!~fS~r!K?&~:{~5~~~:':~~-~,'!¼.~ I certify that I have read the application and state that ·the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to buil_ding construction. I hereby authorize re _esentatives othe Cit\' of Carlspad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, NDEMNIFY ANO P HARMLES THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANY W ACCRUE-AGAIN$ AID CI_TY IN NSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" f structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official is Code s expire by limitation and become null and void if the building or work authorized-by such permit is not commenced within,_""9'M'" permit or· e building or work authorized by such permit is suspended or abandoned at.ariy time after the work is commenced''fqr a 10d Building Code). 1 J APPLICANT'SSIGN~JURE ~===---::::::=---L~=-~:::::...-=:___:_ __________ v~ATE lo· \ 4 · oL WHITE: File Y.ELLOW: Applicant PINK: Finance 'SmithConsu tingArchitects ARCHITECT'S FIELD BULLETIN DISTRIBUTION OWNER ARCHITECT CONSULTANTS Field Bulletin #: 01 121 1:81 D CONTRACTOR FIELD OTHER 121 1:81 D -------------Date: 6/12/02 Project No: 01331.50 Owner: Beckman Properties ------------ Contractor: Burger Construction Project: 2231 Rutherford Rd. Issued By: Grant Evans This Bulletin directs you to proceed as indicated: CHANGE AUTHORIZATION: D In order to expedite the work and avoid or minimize delays in the work which may affect Contract Sum or c:::::::::> Contract Time, the Contract Documents are hereby amended .as described below. . Proceed wtth this work promptly and submtt final costs tor Work involved and change in Contract Time (If any), cl for inclusion in a subsequent Change Order. · CLARIFICATION NOTICE: 1:81 Execute promptly the instructions given herein, which interpret the Contract Documents or order minor changes in the work without change in Contract Sum or Contract_ Time. Indicate your acceptance of these instructions as consistent with the Contract Documents and return a signed copy to the architect. If you consider that a change in Contract Sum or Contract Time is required, submit an itemized proposal to the architect immediately and before proceeding with this work. If your proposal is found to be satisfactory and in proper order, this Bulletin will be superseded by a· Change Order. REQUEST FOR PROPOSAL: D Changes described herein are being considered for incorporation into the work. Submit an itemized quotation, in format required by the Contract Documents, indicating your proposed changes to the Contract Sum or Contract Time. Do not proceed with the changes described herein until further written instructions are issued by the Architect. 12220 El Camino Real Suite200 San Diego, CA 92130 619.793-4m 619.793-4787 Fax , .. ' ., I,' 'SmithConsu tingArchitects ARCHITECT'S FIELD BULLETIN continued DESCRIPTION:-Listed below and attached are detail modifications per line items. 1. FB01 / Sht: 01 -Additional detail information showing ceiling to exterior curtain wall furring condition. 2. FB01 / Sht: 02 -Additional detail information showing ceiling to exterior curtain wall furring condition. 3. FB01 / Sht: 03 -Additional detail inf9rmation showing ceiling to exterior wall furring cond_ition. 4. FB01 / Sht: 04 -Revised detail for one-hour corridor with existing wood 2x ceiling joist at 16 o.c. Detail: 6 Sht: A7.1 5. FB01 / Sht: 05 -Revised detail for one-hour corridor with existing wood "I" ceiling joist at 16" o.c. max. Detail: 7 Sht: A7.1 6. FB01 / Sht: 06 -Revised detail for one-hour corridor with existing wood 2x ceiling joist at 24 o.c. Detail: 13 Sht: A7.1 7. FB01 / $ht: 07 -Revised plan showing area of one-hour corridor costruction with existing wood ceiling joist. Sht: A2.1 12220 El Camino Real Suite200 San Diego, CA 92130 619.793-4,m 619.793.4787 Fax EsGil Corporation In Partnership with Government for Building Safety DATE: 2/28/02 ~NT ~' JURISDICTION: City of Carlsbad D PLAN REVIEWER D FILE PLAN CHECK NO.: 02-1161.PCR02-173 PROJECT ADDRESS: 2231 Rutherford Rd SET:I PROJECT NAME: Beckman Prop·erties -Revi$ion to Rated Corridor Construction D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are res0lved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check .list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Applicant to hand carry the plans directly to the city and attach the revise details and make changes marked in red -to sheet A2.1 to the owners set. '-" DcJ'v'-e-- By: Doug Moody Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/19/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 r • '--City of Carlsbad 02-1161.PCR.02-173 2/28/02 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad 173 PLAN CHECK N_O.: 02-1161.PCR02- PREPARED BY: Doug Moody DATE: 2/28/02 BUILDING ADDRESS: 2231 Rutherford Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Revision Air Conditioning Fire Sprinklers .TOTALVAL0E .. Jurisdiction Code cb By Ordinance 1994 UBC Building Permit Fee ) • ) ~994 USC Pli;!n Chee~ Fee Type of Review: D Complete Review D Structural Only D Repetitive Fee [B Repeats * Based on hourly rate Comments: D Other El Hourly 1 j Hour * Esgil Plan Review Fee ($) $120.ool $96.001 Sheet 1 of 1 macvalue.doc Ca~ ~b£\d Fire Department 02173 I ~~cf Fire Prevention 1635 ,raday Ave. · . Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: ~~ -~~viewed by: Date of Report: _06_1_2a_12_0_0_2 _______ _ Name: SMITH CONSULT ARCH Address: 12220 EL CAMINO REAL STE 200 City, State: SAN DIEGO CA 92130 Plan Checker: Job#: 02173 ------- Job Name: _v_a_ca_n_t b_ld_g_. ___________ · _B_ld..,;:g;....#-i:f C~2173 Job Address: 2231 Rutherford Rd. Ste. or Bldg. No. IZI Approved LJ Approved Subject to LJ Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please-review carefully all comments attached as failure to comply with instructions in this report can result in ·suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or · specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 02173 2nd FD File# 3rd Other Agency ID 07-29-2002 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: HERB KRUL 858 755-1800 Total Fees: ·City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR02195 Building Inspection Request Line (760) 602-2725 2231 RUTHERFORD RD CBAD PCR 2120701900 $0.00 Lot'#: 0 Construction Type: NEW REVISE-ADD CONDENSATE LINE RECEPTOR Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 07/09/2002 RMA 07/23/2002 07/29/2002 BECKMAN/CARLSBAD I L L C C/0 WILLIAM R BECKMAN P·OBOX484 2299 07/29/()2 ()002 01 CGP RANCHO SANTA FE CA 92067 $120.00 Total·Payments To bate: $0.00 Balance Due: $120.00 Plan Check Revision Fee Additional Fees $120.00 $0.00 lnspegtor: FINAL APPROVAL 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." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file 'the protest and any other required information with the City Manager for pr9cessing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure 16 timely follow that procedure will bar any subsequent legal action to attack, . review, set aside, void, or annul their imposition. 02 120 .. 00 I _J ,. ' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 . ~~M~!: .r1: · FOR OFFICE USE ONLY PLAN CHECK No4c.1),/J 2.lfS EST. VAL. ------+-IJ_,__ _____ _ Plan Ck. Deposit ________ _ Validated By __________ _ Date ________________ _ -~Address (include Bldg/Suite#) Business Name (at this address) Legal Description L:ot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use · Proposed Use Name Address City State/Zip Telephone# Name Adc!ress City S.tate/Zip Telephone# r~:·iQJ'JJf:tm"]mifi.~~1tiViP~~I:;~_-,,,,~.:..rt::f{;~-P..::·:~:~~=~~~~~~~~~~-1:i~1>~t~~~;;,¼Z0\~~~~1ifm~~:,.~~~~~;x~1~~;{:i·~~1~? (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 [Chapter 9, commending with Section 7000 of Division 3 qf the Business arid Professions Code] 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 ($500]). Name Address City State/Zip Telephone# State License# _________ _ .License Class-~----~---City Business License # _______ _ Designer Name State License # Address City State/Zip Telephone ce.~~!!!«4aK~a~~f~ .. C?.Ml~~~:-~~::(·ti:):::E:Il~(~~3~~·1~-2~:t:2;s~:~~~~JI£l~~~i~~::?~J11£r·if~~~iE~'.~J~~"!!~~~~~tr~~:~~~~t~~~iff:q~~~:2~.~;~~ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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 h 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: · Insurance Company __________ ~-----------Policy'No._____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 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 criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor cod!!, interest a~d attorney's fees. SIGNAJ'URE _____ ~-------,-----~--------------DATE ________ _ it~[qV'{ij(ij~iji~QE~ij!D~~~R4JlQrf;\~'~~iI~~~::~~1;·:~::~[!]}~~kt;,~[~::1~itl:r!;Sj~~:~r-~:~~;._1t;?~Fff}t~r d\1t::/~: ~;}t*t~~¼~;·~r~·{it:1-\~':·I~?~~~~J;~~:~:~::~:i:?{1,i1l},;~~-~ I.hereby affirm that I am exempt from the Contra,ctor's License Law for the following-reason: 0 I, as owner of the property or my ei:nployees with wages as their sole compensation, will do the work and the str4cture is not intended or offe_red for sale (Sec. 7044, Business and Professions Code: The Contractor's 'License Law does-not apply to an owner of property who builds or improves thereon, and who does -sucli .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 purpose of sat~). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Conhactor's l:icense Law does not apply to -an owner of property who builds or impqives thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally pla!1 to p~ovide the major labor and material!l for construction of'the pioposed property i~provement. 0 YES ONO 2.. I (have / have not) signed an application. for a building permit for·the proposed work. 3. I have contracted with the following person (firm) to provide· the proposed constru.ction (include name I address I phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following ·person to coor<:linate, supervise and provide the-major work (include name / address / phone number/ contractors license number): ________ __,------------'--------------------'---------- 5. I will provide some of the work, but I have contracted (hired) the following·-persons to provide the work indicated (include name / address / phone number / type of work): ______________________________ '-----~--------------------- PROPERTY OWNER SIGNATURE----~----------,-----,--'-----DATE fiMfffliffi!$lij[tt~qa:~«-1'iwP.il!qJ4°kJwlll!R«r~.!i°M1t~roNWLsilill~::J1i:;~;:·;::;;;1:::citt:irj7;,-r-.c--1;-;,;-,r-<~-.. :-~-;::;.,..,---:"'"'rt-::_-'.:-'_<_:r->:-r-,;,-1-:(-.~.-,v,z'.:/2:1JF~::"~-~J;l~i1n Is the a_pplicant 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 o: 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 O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a schoo.(.site? 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL OISTF!iCT. . I hereby affirm that there 11 a conltructlon lending agency for the performance of the work for which this permit is issued (Sec. 30.97(i) Civil Code). .LENDER'S NAME LENDER'S ADDRESS _________ ~-------------- ~1f~:t,~P~!9'A~,,t(q~ __ 8llE:i~ttQ~~~~!SiJ~:_'.;:~ ~G;,~;::;~~l~~~Jr~1!~~·:~~3~t~;:~i?i:k'!l-~;:~~~~:~~t .. ~K~~m-~~'t:ffit1G:~~-~]t~;~::~t\ ::~~~~:{~~~~ J!'¼~~~~-::~~~t~1-t-Tj~ i certify· that I have read the application and state ·that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsbad to enter upon the above mentioned property· for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS' THE CITY OF CARLSBAD AGAINST All LIABILIT~IES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS-PERMIT. OSHA: An OSHA permit is required_ for a11cav1tion var 6'0# deep and demolition or construction of structures over 3 stories in height. ' -. ~ _, .· ,. . .-lllnllalw,~ -i.t.lf INI~ · · . ' " EsGil Corporation In Partnership with Government for Building Safety DA1E: 7/22/02 - JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-ll61.PCR02-195 PROJECT ADDRESS: 2231 Rutherford Rd SET:I PROJECT NAME: Beckman Properties~ Revision to Plumbing D APPLICANT ~ D PLAN REVIEWER D ~ILE lZJ: The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D . The plans transmitted herewith will substantially comply with the jurisdiction's building codes . when minor deficiencies identified b.elow are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. _ D · The·check list transmitted hetewi_th is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. O· The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy-of the eh.eek list has been-sent to: C8;I Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone _Fax In Person D -REMARKS: By: Doug Moody Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/11/02 trnsmtl.dot 9320-Chesapeake Drive, Suite 208 + San Piego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 02.-1161.PCR02-195 7/22/02 VALUATIQN:ANO PLAN CHECK FEE JURISDICTION: City of Carlsbad 195 PLAN CHECK NO.: 02-1'161.PCR02- PREPARED BY: Doug Moody DATE: 7 /22/02 BUILDING .ADDRESS: 2231 Rutherford Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN . BUILDING AREA-Valuation Reg . VALUE PORTION (Sq.Ft.) Multiplier Mod. Revision , .. . .. Air Conditioning Fire Sprinklers . TOTAL VALUE Jurisdiction Code cb By Ordinance 1994 UBC Building Permit Fee / ..-/ 1994 UBC Plan Check Fee Type of Review: D Complete Review D Structural Only I" D Repetitive Fee =8 Repeats * Based on hourly rate Comments: D Other 0 Hourly 1 j Hour * · Esgil Plan Review Fee ($) .. $120.001 $96.001 Sheet 1 of 1 macvalue.doc