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Home My WebLink About2304 FARADAY AVE; ; CB010171; PermitCity of Carlsbad Py 1635 Faraday Av Carlsbad, CA 92008 08-02-2001 Commercial/Industrial Permit Permit No: CB010171 Building Inspection Request Line (760) 602-2725 Job Address: 2304 FARADAY AV CBAD Permit Type: Tl Sub Type: COMM 0 NEW Parcel No: 2120613700 Lot#: Status: ISSUED 01/16/2001 JM 08/02/2001 08/02/2001 Valuation: $116,280.00 Construction Type: Applied: Occupancy Group: Reference #: Entered By: Project Title: CPS PRINTING Plan Approved: ADD MEZZANINE -TO STORAGE-3876 SF Issued: Applicant: HASZLETTE DOUG 17611 ARMSTRONG AVE IRVINE CA 92614 949-261-9222 Total Fees: $3,660.99 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 Inspector: Inspect Area: Owner: SIMPSON FAMILY TRUST 03-30-94 C/0 DOUGLAS G SIMPSON 5800 ARMADA DR #101 6428 08/02/01 0002 01 CARLSBAD CA 92008 CGP Total Payments To Date: $389.30 Balance Due: $3,271.69 $598.92 $0.00 $389.30 $0.00 $0.00 $24.42 $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 CFD Payoff Fee PFF PFF (CFD Fund). License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: Redev Parking Fee: Additional Fees: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.0Q $0.00 $153.92 $142.08 $0.00 $0.00 $0.00 $0.00 $2,352.35 $0.00 $0.00 $3,660.99 FINAL APPR/4VAL Date: ti /4o 0( { I Clearance: _____ _ NOTICE: Please take N TICE 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 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. 02 3271-69 \/77C/3 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # 02 Name Address City State/Zip Telephone# Name City · :~~--·. Q9NTMl>T.Qll:f QOMPANY't-JP.!VI~ (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 gg [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~ermit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). ~ M&1111v L JS y ~ t11u 1P·1'1 e 1vT, 17, 11 &lfJ /'1t:rlf'&"/Yt:;.;;ZA2v11v&!-J C.-A ?';J.,,blt./ a c/O ~ City State/Zip qt elephone # ?, 7-9'-7 7--7) Name Address State License# _i;/_·_H_L/'~J~tf_...,=7 __ License Class C. C/ City Business License # I '2.-0 E} 37 /") ,,..,,..,. e· vUV2- Designer Name State License # ~ ··s",. '.'Y/iJ'o"'K~R-s;;:~c-o·•r,rprNs· A···T-:toil· ·7-··--.. --.. · ·: · ·:7· ··· ··-:··. -···--, ·-·--· ·-· .... ,.,., .. ~.,---·· ,, .. ' !"l ~·n.., J:,6§~ ,._, >•t '~ , , , 1,'11\"" ,' "~ ' A ,', , ' " , , "'' '"""~ ' ' ~ "H' """"''" Address City State/Zip Telephone ,, -~ ' 1 ,W",; ', •:..",,;,A,~:" ,, Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ~ 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. 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 compens:tion insurance carrier and policy number are: J. / Insurance Company C-A I-v O Policy No. /7 ff' 7-'f J 7 0 Expiration Date '«'.. l,Lt:71 (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 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 additio~the cost of compens tion, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE -,t..-, ~ DATE Q/:7-l t:!'}7 J i7;''"0WNEJ{~BUi[tiERD ,l'ARATIOtf , ,' ., . •, .,· ... -... ,~:~'),,:; ... ..:. ,.' .,,,,. , ·:: ........ , . · .. ,:: : .. ·.: ,:., ...... ~-<-_,. . ,',. .. · .·, .. - ' hereby affirm that I am exempt from the Contractor's cense 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 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). D I am exempt under Section ______ Business and Professions Coele 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 I phone number/ contractors license number): 4. I plan to provide 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): ________________________________________________________ _ DATE PROPERTY OWNER SIGNATURE ______________________ _ -----------f ¢'9jvle~§tij:'Tl:l~;_se¢Ji,i;>i FQtf.f9Nili.€$(O~Ttt1:¢-~1,11~1;>if{$.,P,,${iiviiJS'.-9~L y.~: ::: . ::;,;' ~ '", , -~·:. _" ~-r--- '"""'"' "'' ~, " ff,, < , .. ,,, ,. ' "' v<;,',' Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant 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? D YES D 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. tt::'-_.:.Q.QNrtfi.V9ttQNJ.i;j(.jpJN.G.-~.G:¢Ncy' _" .":: .... · • ·--_, -::::--·.~ ,· .. ,.__ · --.. -··--' · · · , ' · -- 1 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 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 LIABILITIES, 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 excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). /, , / APPLICANT'S SIGNATURE '-~; --/._, 'lC!.i:;..7~""?>.A~ DATE' u ifO I PINK: Finance 'I PERMIT APPLICATION FOR OFFICE USE ONLY PLAN CHECK No.Cr8 ----"------- CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated B . .!.y=:--7=----,,--,f-------- Date. __ -...#--+--.~..,J-.µ.4-_____ _ Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Nam Telephone# Fax# ~,. AP-pl;ICANT ;~tJ:'CQilttaotqf' · '· Name Address City State/Zip Telephone# A,::_: ,pJ:lQJ~!;!fJ:Y.;QWNE.R,~ Name Address City S.tate/Zip Telephone# J;_·"~ ~¢:6,ij:i;MctoR -~ 'co_™f PAfl!V,NAME ,• ,,'v,-';' (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, 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 [$500]). Name Address City State/Zip Telephone# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City State/Zip Telephone State License # _________ _ ·a, < • WQill(E~~; COl'JIPE~_$'A TI_Ori < : _,, , , , • 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. 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 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 code, interest and attorney's fees. SIGNATURE_______________________________ DATE _________ _ ,Z:_._ ,.~QW.NE!HWJJ..QER:Q~C,!.,,ARATIQN ,, _ . ,, .. __ _ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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). 0 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). D 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. 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 provide 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):. _______________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ :UciMPliEi:~'THIS.SECTION .. FOR NQ{V-RESIDEN'tiAL BUILDIN<f~ERIIJll:t$''.ONL Y ·- Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant 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? D YES O NO IFANY 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. r~~--:-.. c,q)iiifRVci1icirf11:,eJiiQfN'4 AG~r,fcv . . .. ... ,, .... · -_--~::; -.-~ :: _. . .. '"' ,,.. ,,, . , . ~ "''" '. 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______________ LENDER'S ADDRESS ________________________ _ ~~-' AP~I,u:,AN.I C!'RT!FIQAT!ON. . .. --c-" ·----·-· -· ......... --------. ··:· . , •• 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 Citt 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 LIABILITIES, 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 excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE -------------------------------------------- WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 11/30/2001 Permit# CB010171 Title: CPS PRINTING Description: ADD MEZZANINE -TO STORAGE-3876 SF Type:TI Job Address: Sub Type: COMM Suite: Location: 2304 FARADAY AV Lot APPLICANT HASZLETTE DOUG Owner: C P S PRINTING 0 Remarks: FOLLOW UP INSPECTION Total Time: Act Comments Inspector Assignment: PY --- Phone: 7604389411 Inspector: ---- Requested By: JIM Entered By: CHRISTINE CD 14 19 Description Frame/Steel/Bolting/Welding Final Structural ~--- Associated P!;Rs PCR01229 PENDING Inspection History Date Description Act lnsp Comments 11/19/2001 11 Ftg/Foundation/Piers WC PY 11/19/2001 14 Frame/Steel/Bolting/Welding AP PY NEED FIRE DEPT FOR FINAL ·RICK MARRS, INC., • · ARCHITECTURE. • PLANNING IN:rERiOR DESIGN , Cl7Y Of CARLSBAD BUILDING DEFAf<TMENT ~015 L_AS PALMA$ DRIVE . GARLSBAD,·CA. ~.200~.,.1$"16 . Re:-. SIT!:: ACCESSl~ILITY Ar .2504 FARADAY AVENUE . TO WHOM.it ~~y GONCE;RN: . I, !-IAV!;:' INSFJ;CTl::D: Tl-If;: SITl::/Ff<EMISI=$. AT ·~so4 f AAADA"'I"' AVE. IN, CARLSBAD CALIFO~NIA AND 'HAVE DETl::RMINED Ti-lAt· THE: EXIS"T"INe CONDITIONS ARE IN .FULL COMPI..IANC.E lilllTHCU~~Nt SIT!:: AGCESSIBIL.li:Y REGUIREMENTS. ' . RIGK MARRS · · RICK MARRS A~HIT!;C,TS ·, ' < '·.' r-' ... _.· .!·•·' -, '; ~ ' ... •, ~ ~ . "I., ,_,/ ;,.t' ,, ., . . as·~p-LJNIVERSITX"· AVENUE,;_ LA ME;SA, CA 91941 _ -r-. .:: . . _,. ,.,1s, 465-2011 FAX,[619) 465-2833 ceio , .. ,n, _ •. 02/01/2001 12:37 8585050696 DOUG HAZLETT PAGE 08 .. : . . . -. Carlsbad O 1-1 71 1/25/01 SPECIAL INSPECTION PROGRAM I', L.fS f'!Ur-l'TiNC-'-...Cl\ -ot-,~~ ADDRESS OR LEGAL DESCRIPTION: 2 3 ° Y ~~'1 ~ ~/..-6~,c.A- PLAN CHECK NUMBER: o \-n \ OWNER'S NAME: /1 A~~ /V !' 0 l-Al(lS ff I, as the owner, or agent of the owner {contractors may Q£U employ the special in&pactor), certify that l, or the architect/engineer of record, will be responsible (or employing the special insp~<;;tor{~) e3 rcrpsirAd by Uniform B\lildinQ Code (UBC) Section 1701 .1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed /fa~ ':df½~ l, as th~rehitect of record, certify that I have prepared the following special i/'l~~P.c:t~-n '3s required by UBC Section 106.3.5 for the construction project lo~ted at the site listed above. 1. List of work requiring &peeial lnspA~tion: D Soils Compliance Prior to Foundation Inspection 0 Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Ma:>onry 0 Oe&igner Speelfted .fl'QIODOfllArtMtc:r, fNI i8'9"...,.HO,. 0 Field Welding /" 0-. High S1rength Bolting ~~ 0 Expansion/Epoxy Anchors 0 Sprayed-On Fireproofing D Other _____ _ 2. Name(s) of indlvidual(s} or firmts) respo11s1b1e for the special lnspeetians llsted above: 3. Duties of the special Inspectors for the work listed above: A. Ve--<lt) __ _f-"~ -lj# f +-ti{-&. ll tt"· s. ~1+~. \].e-rt~ ~+ ~~l fl'/'.s of--c.o,,._~ .eA~~ ,-rJl._ I .... Ah~ t-\~d. B. C. Special inspector!' snail Check in with lhe City and prosont ll!elr ctadanUals for approval pl10r to beginning wor!I on the Job site. .. .. • Wyman Testing Laboratories 1-800-487-0355 OREINFORCE0 CONCRETE OSTRUCT. STEEL ASSEMBLY COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OPRE-STRESSE0 CONCRETE OREINFORCED GYPSUM OGLUE·LAM.FABRICATION OREINF0RCE0 MASONRY OPILE DRIVING , O0THER JOB AOORESS 2300-2304-2308 Faradav Ave .. Carlsbad OWNER OR PROJECT NAME Faradav CONSTR. MAT'L ITVPE,GRADE,ETC.) -Reinforced Concrete DESIGN STRENGTH 'SOURCE OR MFGR. 3000 Escondido DESCRIBE MAT'L, (MIX DESIGN, RE•BAR.GRADE Ile MFGR.) N0,94-039 IFOR WEEK ENDING 3-1R BLDG. PERMIT NO. 93-1340 I PLAN FILE NO. ARCHITECT • Grouo 1 Robert Plant ENGINEER Deardorff & Deardorff GENERAL CONTRACTOR Lister Construction CONTR. DOING REPORTED WORK M.O. LAB Wvman Testina Laboratories CONCRETE TECHNICIAN INSPECTION 3-18 19 Qd. Inspected the placement and consolidation of 180 -cubic yards of concrete, mix design #MQ4 in the · following locations: Center bay building #6019, center and west bays building #6012 . One set of four test oylinders was taken f~om 1.5 at A.5. Slump test results, 4". Concrete was supplied by Escondido, ticket #361646, truck #403. ·!" CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS.- SIGNATURE OF REGISTERED INSPECTOR J -, y .5>--;r/ J-y OATE,OF REPORT REr!)J~Tcft 7 / -=~ k 15910 Bernardo Center Dr. San Diego, CA 92127 1-800-487-0355 WYMAN TESTING LABORATOR·IES REPORT OF COMPRESSION TEST PROJECT FARADAY PROJECT NO. 94-039 PROJECT ADDRESS __ 2~3~0_0;_;;.F=ARA __ D_A_Y_C_OU_R_T_,.__C_AR_L_S_B_A_D~,_CAL __ IF_O_R_N_I_A _______ _ CONTRACTOR LISTER CONSTRUCTION -----------------------------------ARCHITECT/ENGINE E R __ D E_AR ___ D_O_R_F_F_&_D_E_AR_D O_R_F_F ...... /~G~~~O_U_P_l_R_O_B E_R_T~. _P_L_AN_T ______ _ TO BE BILLED MR. DOUG SIMPSON ___ ___,;.;..;..;.._,;;;.....;. _________________________ _ BLDG. PERMIT· NO. 93-1340 PLAN FILE NO. N/A -~------------__ ...... ______ _ SAMPLE DATA REPORT OF CONCRETE CJ MORTAR Ll GROUT Ll OTHER SUPPLIER ESCONDIDO R.M. PLACEMENT DATE 3-18-94 -------------------------MIX DESCRIPTION 5.4 TICKET NUMBER 243363 ---------------------MIX NUMBER MQ-4 TIME IN MIXER 45 MIN -----------SLUMP _______ 4_" ________ ADMIXTURE___. ______ P_O_Z_Z ____ _ TYPE CEMENT II AIR CONTENT ______ N~/_A ____ _ UNIT WEIGHT N/A DESIGN STRENGTH ____ 3_0_0_0 ____ _ LOCATION OF PLACEMENT CENTER BAY WEST CORNER BLDG. 6019 SPECIAL TEST INSTRUCTIONS OR;REMARKS _________________ _ REQUIRED STRENGTH(f'c) 3000 PSI AT 28 DAYS SAMPLES MADE BY P.PORTER DATE RECEIVED IN LAB 3-22-94 ------------ LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE . D.IMENSIONS TEST AREA MAX LOAD STRENGTH TESTED INCHES SQ. INCHES POUNDS PSI 7 13 3-25-94 6 X 12 28.27 79,000 2790 28 14 4-15-94 ' 6 X 12 28.27 121,500 4300 28 15 4-15-94 6 X 12 28.27 120,000 4240 H 16 LABORATORY DATA REMARKS -----------------~-------DIST RIB UT ION: OWNER, CONTRACTOR, ARCHITECT, ENGINEER, CITY All Sampling And Testing Conducted in Accordance With REVIEWED BY: @~L~ ASTM Standard Designations DATE: 1/-:J/.-9,Y C31-91, C39-86, C78-84, C617-87 1 C42-90 . . I . ~ . · . I . I . . f • . '., . -~ iii[ 15910 Bernardo Center Dr. San Diego, CA 92127 1-800-487-03S5 YMAN TESTING LABORATORIES REPORT OF COMPRESSION TEST PROJECT FARADAY PROJECT NO. 94-039 PROJECT ADDRESS __ 2=3=0~0;.....;;.;.F=:ARA~D=A=Y;;;._C~O_U_R_T~,_CARL _____ S_B_A_D~,_C ____ AL_IF_O_R_N_I_A ______ _ CONTRACTOR _______ L=I=S=T=ER;.;.;._C~O=N=S~T~R=U_C_T_IO_N ________________ _ ARCHITECT/ENGINEER_D_E~AR_D_O_R_F_F_&_D_E_AR_D_O_R_F_F~/_GR_O_U_P_l_R_O_B_ER_T_P_LAN __ T _____ _ TO BE BILLED MR. DOUG SIMPSON -------------------------------BLDG. PERMIT NO. 93-1340 PLAN FILE NO. N/A _ _;;;;..;;;;..._;;~;..;;._---------------------- SAMPLE DATA REPORT OF CONCRETE D MORTAR D GROUT L5 OTHER SUPPLIER. ______ ES_C_O_N_D_I_D_O ____ R_.M_. ___ PLACEMENT DATE ____ 5_-_02_-_9_4 __ _ MIX DESCRIPTION 5.4 SK TICKET NUMBER 244779 ---------------------MIX NUMBER MQ-4 TIME IN MIXER 35 MIN ---------=------------------SLUMP. 3 1/2" ADMIXTURE ________ P_O_ZZ ____ _ TYPE CEME!NT II AIR CONTENT ______ N-/_A ____ _ UNIT WEIGHT _____ N~/A ________ DESIGN STRENGTH 3000 LOCATION OF PLACEMENT SLAB-ON-GRADE (STRIP SLAB) ALONG THE PERIMETER WALL EAST OF BUILDING SPECIAL TEST INSTRUCTIONS OR REMARKS ------------------REQUIRED STRENGTH(f'c) 30-00 PSI AT 28 -------'---DAYS SAMPLES MADE BY A. SEVILLA DATE RECEIVED IN LAB ·5-03-94 ------------ LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. ·DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH TESTED INCHES SQ. INCHES POUNDS PSI 7 52 5-09-94 6 X 12 28.27 82,000 2900 28 53 s-30..:94 6 X 12 28.27 122,500 4330 28 54 5-30-94 6 X 12 28.27 124,500 4400 H 55 LABORATORY DATA REMARKS ----------------------------DIST RIB UT ION: OWNER, CONTRACTOR, ARCHITECT, ENGINEER, CITY All Sampling And Testing Conducted in Accordance With REVIEWED BY: c?~,(~ ASTM Standard Designations DATE: ___ 6~--,/J~--9~y.__ __ _ C31-91, C39-86, C78-84, C617-87, C4~-90 YMAN TESTINQ LABORATORIES REPORT OF COMPRESSION TEST --=~ 15910 Bernardo Center Dr. San Diego, CA 92127 1-800-487-0355 PROJECT FARADAY PROJECT NO. 94-039 ----------PROJECT ADDRESS __ 2_3_0_0_· _F._'.ARA __ D_A_Y_C_OU_R_T_._,_C_ARL __ S_B_A_D~,_CAL __ IF_O_RN_I_A _______ _ CONTRACTOR LISTER CONSTRQCTION -------------------------------ARCHITECT/ENGINE E R_D_E_AR ___ D_O_R_F_F_& _D_E_AR_D_O_R_P_F_/ G_R_, O_U_P_l_R_O_B _E R_T_P_L_AN_T _____ _ TO BE BILLED ____ MR_._D~O_U_G_S_I_M_PS_O~N __________________ _ BLDG. PERMIT NO. 93-1340 PLAN FILE NO. N/A -------------------'------- SAMPLE DATA REPORT OF CONCRETE CJ MORTAR LJ GROUT L5 OTHER SUPPLIER ESCONDIDO R.M. PLACEMENT DATE 3-18-94 -------------------------MIX DESCRIPTION 5.4 TICKET NUMBER 243363 ----------MIX NUMBER MQ-4 TIME IN MIXER 45 MIN --------=--------------------SLUMP 4 11 ADMIXTURE POZ Z -----------------------------TYPE CEMENT II AIR CONTENT ______ N~/_A ____ _ UNIT WEIGHT N/A DESIGN STRENGTB ____ 3_0_0~0 ____ _ LOCATION OF PLACEMENT CENTER BAY WEST CORNER BLD~. 6019 SPECIAL TEST INSTRUCTIONS OR REMARKS . ' -------------------REQUIRED STRENGTH(f'c.) ____ 3 __ o __ o __ o ____ PSI AT 28 DAYS SAMPLES MADE BY P.PORTER DATE RECEIVED IN LAB 3-22-94 LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE . D.IMENSIONS TEST AREA MAX LOAD STRENGTH TESTED INCHES SQ. INCHES POUNDS PSI 7 13 3-25-94 6 X 12 28.27 79,000 2790 28 14 4-15-94 6 X 12 28.27 121,500 4300 28 15 4-15-94 6 X 12 28.27 120,000 4240 H 16 LABORATORY DATA REMARKS -------------------------DIST RIB UT ION: OWNER, CONTRACTOR, ARCHITECT, ENGINEER, CITY All Sampling And Testing Conducted in Accordance With REVIEWED BY: @AN L ~ ASTM Standard Designations DATE: '{-~l-9V I C31-91, C39-86, C78-84, C617-87, C42-90 ·-----..,,_ -"~ - YMAN TESTING LABORATOR.IES REPORT OF COMPRESSION TEST PROJECT FARADAY PROJECT NO. 94-039 PROJECT ADDRESS __ 2_3_0_0_F_:ARA __ D_A_Y_C_OU_R_T_,_C_AR_L_S_B_A_D~,_C_AL_IF_O_R_N_I_A _______ _ CONTRACTOR LISTER CONSTRUCTION -------------------------------ARCHITECT/ENGINEER DEARDORFF & DEARDORFF/GROUP 1 ROBERT PLANT TO BE BILLED MR. DOUG SIMPSON --------------------------------BLDG. PERMIT·. NO. 93-1343 PLAN FILE NO. N/A ----------------__ _,_.__ ____ _ SAMPLE DATA CONC~TE LJ MORTAR Ll GROUT LJ OTHER REPORT OF I SUPPLIER ESCONDIDO R.·M. PLACEMENT DATE 3-16-94 ----------MIX DESCRIPTION 5.4 TICKET NUMBER 361409 ---------------------MIX NUMBER MQ-4 TIME IN MIXER 30 MIN -----------SLUMP 5 1/2" ADMIXTURE _______ P_O_Z_Z ____ _ TYPE CEMENT II AIR CONTENT ______ N~/A ____ _ UNIT W~IGHT N/A DESIGN STRENGTH ____ 3_0_0_0 ____ _ LOCATION OF PLACEMENT 1.5 AT B.5 (6019) SLAB SPECIAL TEST INSTRUCTIONS OR REMARKS ' ------------------- REQUIRED STRENGTH ( f 'q } ___ 3_o_o_o ____ PSI AT 2 8 DAYS SAMPLES MADE BY P.PORTER DATE RECEIVED IN LAB 3-17-94 LABORATORY DATA COMPRESSIVE FIELD LAB IDENTITY NO. DATE DIMENSIONS TEST AREA MAX LOAD STRENGTH TESTED INCHES SQ. INCHES POUNDS PSI 7 5 3-23--94 6 X 12 28.27 88,000 3110 28 6 4-13-94 ' 6 X 12 28.27 105,000 3710 28 7 4-13-94. 6 X 12 28.27 106,000 3750 H 8 LABORATORY DATA REMARKS -------------------------DIST RIB UT ION: OWNER, CONTRACTOR, ARCHITECT, ENGINEER, CITY All Sampling And Testing Conducted in Accordance With REVIEWED BY: ~L&--- ASTM Standard Designations DATE:_,q_-~L-B--9-y.__ __ _ C31-91, C39-86, C78-84, C617-87, C42-90 Wyman Testing Laboratories ~!- 1-800-487-0355 ,, COVERING WORK PERFORMED J-',. WHICH REQUIRED APPROVAL BY r THE SPECIAL INSPECTOR OF ., JOB ADDRESS OREINFORCEO CONCRETE OSTRUCT. STEEL ASSEMBLY GPRE,STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION []REINFORCED MASONRY OPILE DRIVING O0THER 1 ' FOR WEEK ENC ING • • 2300 Faraday Ave., Carlsbad NO. 94-039 5-13 QJIII.NER gR PROJECT NAME .t'-araaay BJ.~G. PERJ''IIT NO, ~_j-1343 I PLAN FILE NO. coNsTR. MAT'L ITYPE,GRADE,ETc.1 ~f~upcT1 Robert Plant DESCRIBE MAT'L. jMIX DESIGN, RE•BAR GRADE & MFGR,) G .. PIIERtAL i;:Olj_TRACTtOR t, ~is er ~ons rue ion c;.QN~. 0c;I.ING RfPORT;c,woRK J.V.1.1.,l. ~ons-cruc-cion LAB Wyman Testing Laboratories CONCRETE INSPECTION 5-13 19 94 Inspected the placement and consolidation of 54.5 cubic yards of concrete, mix design #MD-4 in the following locations: On slab on grade {strip slab) along the perimeter wall of building 6012 and at higher truck dock and ramp between building 6015 and building 619. One set of four test cylinders was taken from ramp between building 6015 and building. 6019. ' Slump test results, 3 1/2". C-8 Concrete was supplied by Escondido Ready Mix, ticket #34519, truck #606. Work inspected is in accordance with th\3 approved plans and specifications. · CERTIFICATION OF COMPLIANCE I HERESY CERTIFY THAT I HAVE INSPECTED ALL OF T"!E ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS, & APP LI CABLE SECTIONS. \{"'.-;}~q-;J;RE OFIREGISTE~SPf:/;;;R CATE OF REPORT REGISTER NUMBER - DATE: 7 /2/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-171 EsGil Corporation 'l.n Partnersliip Witli (jovemment for '.Bui/aing Safety SET:IV PROJECT ADDRESS: 2304 Faraday Ave. PROJECT NAME: CPS Printing Mezzanine Addition NT . AN EVIEWER D FILE 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 d,eficiencies 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: ~ 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 #: / V Mail Telephone Fax In Person {)\::; ~ REMARKS: 1. City to approve the special inspection program.1.'rhe designer stated that the path of travel from the handicapped parking space to the mezzanine area and the bathrooms serving the mezzanine area comply with all the current disabled access requirements. Please verify. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC log tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .. ' .) ' ~ DATE: 6/26/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-171 EsGil Corporation 'l.n Partnership witn qovemment for 13ui{i{ing Safety SET: III PROJECT ADDRESS: 2304 Faraday Ave. PROJECT NAME: CPS Printing Mezzanine Addition ~~~T D PLAN REVIEWER 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. ~ 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: McKinley Equipment (Douglas Hazlett) 17611 Armstrong Ave., Irvine, CA 92614 D Esgil Corporation staff did not a9vise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Douglas Hazlett Uf..-1 Telephone#: (949)261-9222 Date contacted: l.Q..{,ru (by:C, ) Fax #: (949)250-7301 Mail_ Telephone .---Fax-In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/18 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' . Carlsbad 01-171 III 6/26/01 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2304 Faraday Ave. DATE PLAN RECEIVED BY ESGlL CORPORATION: 6/18 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 01-171 SET: III DATE RECHECK COMPLETED: 6/26/01 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 disabled access. 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 or other departments. 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. 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 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. A. 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. B. 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. > • Carlsbad 01-171 III 6/26/01 C. 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 DNo J . , • Carlsbad 01-171 III 6/26/01 10. City to approve the special inspection program .. 17. The soil report provided shows the minimum footing depth of 24 inches below lowest grade with 2000 psf allowable bearing pressure. Since the load from the columns are supported by the slab (which is not 24" below grade), provide a letter from the soil engineer to show the surface bearing of the soil is 2000 psf. Or use 1000 psf. The updated soil report (dated 5/25/01) Shows the footing shall be 18" below the lowest adjacent surface. (the allowable bearing pressure will be 2000psf) a)Provide a letter from the soil engineer to show the soil bearing pressure at surfaceuust beneath the slab) is 2000 psf. Or b) use 1000 psf allowable bearing pressure or c)check with city. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • REMODELS, ADDITIONS AND REPAIRS 1. The designed stated that the path of travel from the handicapped parking space to the mezzanine area and the bathrooms serving the mezzanine area comply with all the current disabled access requirements. Please verify. ., DATE: 3/20/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-171 EsGil Corporation 1n Partnersli.ip Witli. (jovemment for '13uiufing Safety SET: II PROJECT ADDRESS: 2304 Faraday Ave. PROJECT NAME: CPS Printing Mezzanine Addition CJ~ANT D~ D PLAN REVIEWER 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. k8:I 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. k8:I The applicant's copy of the check list has been sent to: McKinley Equipment (Douglas Hazlett) Armstrong Ave. Irvine CA 92614 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. k8:I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Douglas Hazlett Telephone#: (949)261-9222 Date contacted: 3/ 2-1 ID / (by: F-A x) Fax #: (949 )250-7301 Mail \.:Fefephone D REMARKS: By: David Yao Fax\../ In Person Esgil Corporation D GA D MB D EJ D PC Enclosures: 3/12 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' Carlsbad 01-171 II 3/20/01 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2304 Faraday Ave~ DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/12 REVIEWED BY: David Yao FOREWORD {PLEASE READ): PLAN CHECK NO.: 01-171 SET: II DATE RECHECK COMPLETED: 3/20/01 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 disabled access. 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 or other departments. 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. 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, ~ 635 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 A. 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. B. 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. Carlsbad 01-171 II 3/20/01 C. 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 DNo Carlsbad 01-171 II 3/20/01 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for structure proposed and existing building: Type of Construction V-N Sprinklers: Y Please revise the note on sheet S 1 E· 10. City to approve the special inspection program .. 17. The soil report provided shows the minimum footing depth of 24 inches below lowest grade with 2000 psf allowable bearing pressure. Since the load from the columns are supported by the slab (which is not 24" below grade), provide a letter from the soil engineer to show the surface bearing of the soil is 2000 psf. Or use 1000 psf. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • REMODELS, ADDITIONS AND REPAIRS 1. The designed stated that the path of travel from the handicapped parking space to the mezzanine area and the bathrooms serving the mezzanine area comply with all the current disabled access requirements. Please verify. EsGil Corporation 1n Partnersliip witli government for '13ui{tiing Safety DATE: 1/25/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-171 SET:I O~NT ~ Q PLAN REVIEWER Q FILE PROJECT ADDRESS: 2304 Faraday Ave. PROJECT NAME: CPS Printing Mezzanine Addition D D 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 resolved 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 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: McKinley Equipment (Douglas Hazlett) Armstrong Ave. Irvine CA 92614 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 has been completed. Person· contacted: Douglas Hazlett Telephone#: (949)250-7301 CN° f\r-)3v-i~) p,,rT(-f\..ltJ·rc!) I I Date contacted: I ZG 01 (by: f>-... ) Fax #: (949)261-9222 Mail ~lephone ,.__.. Fax /In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/17 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-171 1/25/01 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-171 OCCUPANCY: S-1 TYPE OF CONSTRUCTION: V-N? ALLOWABLE FLOOR AREA: ? SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 1/25/01 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: storage ACTUAL AREA: 3876 sf STORIES: 2 HEIGHT: OCCUPANT LOAD: -7 \ DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/17 PLAN REVIEWER: David Yao 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 UBC. 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. Carlsbad 01-171 1/25/01 • GENERAL 1. 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 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. • PLANS 2. The scope of the work under this permit application shall be clearly identified on the plan. Sec. 106.3.3. 3. Provide a Building Code Data Legend on the Title Sheet. Include the-following code information for structure proposed and existing building: + Occupancy Group + Description of Use + Type of Construction • Sprin~era:YesorNo + Stories + Height + Floor Area + Justification to exceed allowable area in Table 5-B. (if applicable) + Justification to exceed allowable height or stories in Table 5-B. (if applicable) 4. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained.(if applicable) 5. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1998 edition of the California Building Code (Title 24 ), which adopts the 1997 UBC. Carlsbad 01-171 1/25/01 6. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 7. Specify on the plans the uses of all rooms or areas (existing). Sec. 106.3.3. 8. Provide first floor plan to show the location of the new rpezzanine, stairways, and columns. 9. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. • REQUIRED SPECIAL INSPECTIONS \ In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION SPECIAL MOMENT FRAME CONNECTIONS (SEISMIC ZONES 3 & 4 ONLY) HIGH-STRENGTH BOLTS EXPANSION/EPOXY ANCHORS DESIGNER-SPECIFIED OTHER REMARKS 10. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. • BUILDING AREA 11. Provide area analysis to show the total floor area (new plus existing) still within the allowable floor area. Section 504.3. • STRUCTURAL 12. The deck joist spacing shall be clearly specified on the-deck framing plan.(S1 E) 13. The width for different joists shall be identified on the plan.(C14.5x4.2? C10x3.5?) 14. The column size and location shall be clearly specified on the plan. Carlsbad 01-171 1/25/01 15. The detail dimension of the column (COL-D2010) and beam (BM-D2010) shall be specified on the plan. 16. Is the moment connection considered UBC 2213.6.3? Please check. 17. The soil report provided shows the minimum footing depth of 24 inches below lowest grade with 2000 psf allowable bearing pressure. iSince the load from the columns are supported by the slab (which is not 24" belbw grade), provide a letter from the soil engineer to show the surface bearing of the soil is 2000 psf. Or use 1000 psf. • ADDITIONAL \ 18. 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, calculation page, etc. 19. 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: D Yes D No 20. The jurisdiction has contracted with Esgil 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 David Yao at Esgil Corporation. Thank you. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. Carlsbad 01-171 1/25/01 b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. Show all details and notes on the plan or check with city. d) Existing drinking foun,tains (if any) must be showr;i to comply with all accessibility features. · e) Existing public telephones (if any) must be shown to comply with all accessibility features. • STAIRWAYS AND HANDRAILS \ 2. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 3. Note that all tread surfaces comply with Section 1133B.4.5, as follows: a) Be slip resistant. b) Have smooth, rounded or chamfered exposed edges. c) Have no abrupt edges at the nosing. d) Nosing shall not project ;?:1 ½" past the face of the riser above. e) Open risers are not permitted. Carlsbad 01-171 1/25/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-171 PREPARED BY: David Yao DATE: 1/25/01 BUILDING ADDRESS: 2304 Faraday Ave. BUILDING OCCUPANCY: S-1 TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. \ storage 3876 per city Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance l•I Plan Check Fee by Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3Repeats Comments: D Other D Hourly ..._ ___ __,I Hour~s) * Esgil Plan Review Fee ($) 116,280 116,280 I $680.581 $442.371 $353.901 Sheet 1 of 1 macvalue.doc -,J ~ ,,. BUILDING PLANCHECK CHECKLIST DATE: J/4W I PLANCHEcK No.: cs o lo 121 BUILDING iDDRESS: ~tY--=3:;,.Jo,O!...J.y':...__~....;...:;.~ ..... J--=s~~,____.i_,,.__~------- PROJECT DESCRIPTION: ~ ~IBab ¢ -j)ev~ tA-Q._"'2...-~ ASSESSOR'S PARCEL NUMBER: ~ L-JC EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL 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. Please review carefully all comments attached, as failure to comply with instructions in this report can result 'in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: Please se~h attached report of deficiencies marked with . Make necessary corrections to plans or specificati s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. ,1·,,. .:. .:-: ' ~--_ ' -' ..... -~ : . .-, .-\. -• " ,. _ : .: ·;: 1 · ·• -• .:', • · •• -·· • -FOR 'OFFICIAL.:'USE ONtY.· ' '_:, .' '.-',.,. ., /·· ,._-.,. >,.: ·liN~J~~ER~N:~ AYTHORl~rio~\o i·ssQ~ ~.UIL~l~G ~-~RM,i:t:· ... ; . . '. ·'' '' . ,.- ',. ,-... -.<-:,,;'.'i\\:· ;·. ·::.-.:: __ ·.·:~··_,;:/_·:·)_/:\:'\:--:·:':/::·:P.~!f-:.:,-'·,·: Dedication AppJication Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Gradi(lp Permit Applicati~fu.~ . ' ---=· t~"---~I.-' Grading stb}tiittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 1 Rev. 7/14/00 ,, ,' D D BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets 8. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. _Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description 4 For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORD\OOCSICfiKLSnBullding Plancheck Cklst Form (Gene~c).doc 2 Rev. 7/14/00 D D D D D ·D D D D D BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No .. _______________________ _ 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain oc utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15,000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the ·appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be.accept by mail or fax. Dedication completed by:____________ Date: ___ _ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: ____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:IWORDIDOCSICHKL5nBulkfing Plancheck Cklst Form (RIDDLE· HARVEY 7·12-00).doc 3 Rev. 12/26196 D D D D BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: _________ _ Date: ---- D ·D 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. D D D D D D D Neighborhood Improvement Agreement will include the following: 6c: Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities ( cut, fill import, export). D -7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. D Grading Inspector sign off by: Date: ---------- 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORDIDOCSICHKLSnBullding Planclleck Cklsl Fann (RIDDLE• HARVEY 7-12-00).doc 4 Rev. 9/28/00 ,, D D D D D D BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. D . 7e. If grading is not required, write "No Grading" on plot plan. D D D MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. · Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by (, the City Engineer prior to issuance of grading or building permit, whichever occurs first 1. ~ fees are attached Q No fees required D WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORO\DOCS\CHKLSl\Bulldlng Plancheck Cklst Fonn (Generlc).doc 5 Rev. 7/14/00 ,.,., ·' 1ST D BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a . size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as -the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:IWORDIDOCSICHKLSl\Bulkllng Plancheck Ckist Fann (Generlc).doc 6 Rev. 7/14100 • ' ,r ~ 1sr 2ND , D 3RD D BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. • j I ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D .fatimate based on unconfirmed information from applicant. [3-""" Calculation based on building plancheck plan submittal. Address: ~[).~3~0~___,,1_~~~0..J.£....!!!.~~-Bldg. Permit No. C2 C) ( {) ( .7/ Checked by: ____ Date: ____ _ EDU CALCULATIONS:~s_a d square footages for all uses. Types of Use:,A.Jtw Mei~ Sq. Ft./Units: 3 e.so/4-o,,o l Types of Use: -------Sq. Ft./Units: _____ _ EDU's: {:) ,.77 EDU's: ----- ADT CALCULATIONS: List types and square foota~s for ~II u es. S~ 3SS0,1:; Types of Use: ,{)£w /Vl.e,'2:Z.,. Sq. Ft./Units: ~ ADT's: ---==----- Types of Use: -------Sq. Ft./Units: _____ _ ADT's: ------ FEES REQUIRED: WITHIN CFD: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D 1. PARK-IN-LIEU FEE PARK AREA & #: ___ _ FEE/UNIT: ____ _ ~AFFIC IMPACT FEE X NO. UNITS: __ _ ADT's/UNITS: -=8~--X FEE/ADT: 3? D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: ____ _ X D 4. FACILITIES MANAGEMENT FEE ZONE: / UNIT/SQ.FT.: ~ 5. SEWER FEE EDU's: (?. 77 BENEFIT AREA: E . EDU's: 0 .,77 D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA. ___ _ X X X FEE/ADT: FEE/SQ.FT./UNIT: FEE/EDU: /'(56 FEE/EDU: (D9&:> HIGH /LOW =$ _____ _ DIST. #3 __ ) =$ _____ _ =$ ____ _ =$ ls'oe. ({3 =$ _____ _ ACRES:_____ = $ _____ _ X FEE/AC: D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION 1 of2 Word\Docs\Misforms\Fee Calculation Worksheet Rev. 7/14/00 .. ' ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ --------- * NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of2 Word\Docs\Misforms\Fee Calculation Worksheet Rev. 7/14/00 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB O \ -\7 · \ ADDRESS Q z;, o ~-Eodcndo t j fn/ RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00} OTHER DATE \ -\Le,-o \ PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING --------------------- PLANNER~-DATE \-HQ-0 \ ENCINEER DATE ---------------- Docs/Mlsforms/Planning Engineering Approvals Carlsbad Fire Department 010171 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _0_71_30_12_0_0_1 _______ _ Building Plan Reviewed by: Name: Mc Kinley Equipment Address: 17611 Armstrong Ave. City, State: !Nine CA 92614 Plan Checker: Job#: 010171 ------- Job Name: CPS Printing Bldg#: CB010171 --------------------- Job Address: 2304 Faraday Avenue 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 010171 2nd FD File# 3rd Other Agency ID ~ .. = Carlsbad Fire Department 010171 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 03/08/2001 Building Plan Reviewed by: ------------ Name: Mc Kinley Equipment Address: 17611 Armstrong Ave. City, State: Irvine CA 92614 Plan Checker: Job #: 010171 ------- Job Name: CPS Printing Bldg#: CB010171 ------------------Job Address: 2304 Faraday Avenue Ste. or Bldg. No. D Approved D Approved Subject to 181 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 010171 2nd FD File# 3rd Other Agency ID Requi;ements Category: Building Plan Page 1 Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologies, processes, products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. 03/08/01 -i·· -! ' STORAGE RACKS STEEL SHELVING DRIVE-IN RACKS MOVABLE SHELVING CANTILEVER RACKS STORAGE TANKS MEZZANINES MODULAR OFFICES CONVEYORS GONDOLAS CAROUSELS BOOKSTACKS PUSHBACK RACKS FLOW RACKS RACK BUILDINGS FOOTINGS SEIZMIC MATERIAL HANDLING ENGINEERING EST. 1985 SEISMIC ANALYSIS ALASKA STRUCTURAL DESIGN ARIZONA CITY APPROVALS CALIFORNIA ST ATE APPROVALS COLORADO PRODUCT TESTING CONNECTICUT FIELD INSPECTION GEORGIA SPECIAL FABRICATION IDAHO PERMITTING SERVICES ILLINOIS SEISMIC ANALYSIS OF INDUSTRIAL STRUCTURES PLATFORM FOR CPS PRINTING (M3221) 2304 FARADAY AVE CARLSBAD, CA JOB #:01-0030 INDIANA OHIO KANSAS OKLAHOMA MICHIGAN OREGON MINNESOTA PENNSYLVANIA MISSOURI TEXAS MONTANA UTAH NEVADA VIRGINIA NEW MEXICO WASHINGTON WISCONSIN 161 ATLANTIC STREET • POMONA • CA 91768 • TEL: (909)869-0989 • FAX: (909)869-0981 -'-\ PROJECT FOR SHEET NO. MATERIAL HANDLING ENGINEERING CALOJLATED BY TEI,.: (909) 869-0989 • FAX: (909) 869-0981 161 AT!-ANTIC AVENUE• POMONA• CA 91768 TABLE OF CONTENTS DESCRIPTION TITLE PAGE TABLE OF CONTENTS DESIGN DATA LOADS & CONFIGURATION DECK JOIST FRAME ANALYSIS BEAM COLUMN TRANSVERSE FRAME ANCHORS BASE PLATE ON SLAB ON GRADE STAIR AND HANDRAIL APPENDIX CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 2 OF 30 A.A. DATE 1/10/01 ----- PAGE NUMBER 1 2 3 4 5 6TO 8 9 TO 13 14 15 TO 16 17 TO 19 20 21 TO 24 25 TO 30 .) l PROJECT CPS PRINTING (M3221) FOR WPIS/MCKINLEY EQUIPMENT SHEET NO. CALOJLATED BY 3 OF 30 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 DESIGN DATA CODES AND SPECIFICATIONS 1) 1997 UNIFORM BUILDING CODE. A.A. 2) AMERICAN IRON AND STEEL INSTITUTE SPECIFICATIONS FOR COLD FORMED STEEL STRUCTURAL MEMBERSr 1986 EDITION. 3) STEEL CONSTRUCTION MANUAL, ASD 9th EDITION. MATERIALS DATE 1/10/01 1) COLD FORMED STEEL MEMBERS: ASTM A653, GRADE 50, Fy=50 KSI AND Fu=65 KSI. 2) FORMED STEEL DECK: ASTM A611, Fy=38 KS!, TYPE "B" BHP, I.C.B.O. #2757. 3) STRUCTURAL STEEL BASE PLATES: ASTM A36, Fy=36 KSI. 4) HIGH STRENGTH BOLTS: ASTM A490, BEARING TYPE, CONTINUOUS INSPECTION NOT REQUIRED. AFTER TIGHTENING, INSPECTION IS REQUIRED TO VERIFY THAT ALL THE PLYS ARE IN CONTACT, AND THAT THE BOLTS ARE SNUG TIGHT. 5) CONCRETE SLAB: 5 IN THICK WITH f'c=3000 PSI. 6) DESIGN SOIL PRESSURE: 2000 PSF. 7) REINFORCING STEEL: ASTM A615, GR. 40 OR BETTER. 8) ANCHOR BOLTS : (4) 7/8" DIAM x 3-3/4" MIN. EMBED. RAMSET/REDHEAD WEDGE ANCHORS (I.C.B.O. #1372) PER BASE PLATE. 9) WELDING: ALL WELDING IS PERFORMED BY AN APPROVED FABRICATOR. SPECIAL INSPECTION IS NOT REQUIRED. DESIGN LOADS 1) DEAD LOADS PLYWOOD= 2.0 PSF · STEEL DECK= 2.0 PSF JOIST= 2.0 PSF BEAMS= 2.0 PSF MISC= 2.0 PSF 10 PSF 2 PSF TOTAL DL= 12 PSF 2) LIVE LOAD LL= 125 PSF 3) SEISMIC ZONE: 4 FRAMING DL COLUMN DL Na= 1 SEIZMIC· INC. MATERIAL HANDLING l;:NGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA91768 LOADS & CONFIGURATION PROJECT FOR SHEET NO. CALCULATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 4 OF 30 A.A. DATE 1/10/01 FRAME LENGTH=L=t:~~= :if-j~-~~i,;i~l(t :=: =='=='=='~W=DL=-!W=' L=L=rl====!:::;::: ... ==' =='=='~' I TRIB WIDTH=l\i:~~Q.fE1C:::~~t°~ol HEIGHT (T.O.D.)= 10.9 FT # COLUMN/FRAME=N= 4 STATIC LOADS DECK FRAMING DL= 10 PSF DECK+ COLUMN DL= 12 PSF DECK LOAD=LL= 125 PSF ,'--, . .,__,). UNIFORM BEAM LOADS: ,,fl!--------Ltotal SEISMIC LOADS W.D.L.= DL * TRIB WIDTH = 145 LB/FT = 0.145 K/FT W.L.L.= LL 'I: TRIB WIDTH = 1813 LB/FT = 1.813 K/FT PER SECTION 1630.2.1 OF THE 1997 UBC. 3BAYFRAME V= 2.5 *Ca* Na* I* W /(1.4 * R) Z= 0.4 Na= 1 I= 1 Ca= 0.44 R= 4.5 TOTAL DECK AREA=A= 3850 fTA2 W= (DL +. LL/4) * A <=== SEC 1630.1.1 = (12 PSF + 125 PSF/4) * 3850 fTA2 = 166,513 LB V= 0.1746 * W = 0.1746 * 166513 LB = 29,073 LB N=# MOMENT CONN IN BEAM DIR= 17 Vcol= V/N = 29073 LB/17 = 1,710 LB = 1.710 K H MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 DECK ANALYSIS PROJECT FOR SHEET NO. CALQJLATED BY ANALYZE SECTION OF DECK FOR A SINGLE SPAN CONDIDON. W= (125 PSF + 6 PSF) * 1 FT = 131 LB/FT M= W * LA2/8 = 131 LB/FT* (3.75 FT}A2 * 12/8 = 2,763 IN-LB . Fb = (0.6)*(Fy) = 0.6 * 38000 PSI = 22,800 PSI CHECK WORST CASE BENDING fb-pos= Mpos/Sx DEFLECTION = 2763 IN-LB/0.18 INA3 = 15,352 PSI fb/Fb= 15352 PSI/22800 PSI = 0.67 < 1.0 OK 1:;.= 0.0092*WL A4/EI = 0.0092*(131 LB/FT)*(3.8 FT)"4*1728/{29Xl0A6 PSI*0.178 INA4) = 0.080 IN 1:;.allow= L/240 = 0.188 IN OK CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 5 OF 30 __ A_._A_. __ DATE __ 1_/_10_/_0_1_ SECA:DECK B DECK: 22 ga LIVE LOAD= 125 PSF DECK DEAD LOAD= 6 PSF TRIS WIDTH= 1. 0 Ff L = 3.8 FT Fy = 38,000 PSI Ix= 0.178 INA4 Sx-pos= 0.180 INA3 Sx-neg= 0.195 INA3 22 ga B DECK OK @ 3.75' SPAN ·' ' MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 917~ JOIST ANALYSIS (TYPE 1) ANALYZE JOIST AS HAVING PINNED CONNECITONS. W = (DL+LL)*TRIB WIDTH = 133 PSF * 3.75 FT = 499 LB/FT V= W*L/2 = 498.8 LB/FT* 22.27 FT/2 = 5,554 LB M = WLA2/8 = 499 LB/FT* (22.27 FT)A2 *12/8 = 371,072 IN-LB Fb = (0.6)*(Fy) = 0.6 * 50000 PSI = 30,000 PSI fb = M/Sx = 371072 IN-LB/13.51 JNA3 = 27,466 PSI fb/Fb= 27466 PSI/30000 PSI = 0.92 < 1.0 OK DEFLECTION !:,.= 5WLA4/(384EI) PROJECT FOR SHEET NO. CALaJLATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT . 6 OF 30 A.A. DATE 1/10/01 ------------ I ---L----.=;-1 JOIST: C14.5x4.2x10ga (STD) DL= 8 PSF = 5*499 LB/FT*(22.3 Fl}A4*1728/(384*29X10A6 PSI*97.97 INA4) = 0.970 IN LL= 125 PSF TRIB WIDTH= 3. 75 FT 1:,.allow= L/240 = 1.114 IN OK END CONNECTION CHECK SHEAR CAPACITY OF (3) 0.625 IN 0 BOLTS Vallow=# OF BOLTS* Fv*Area = 3 * 10000 PSI* (0.625 IN)A2 * 3.142/4 = 9,204 LB > Vmax, OK L = 22.27 FT Fy = 50,000 PSI Ix = 97.97 INA4 Sx = 13.51 JNA3 Fv= 10,000 PSI STUD DIAM= 0. 625 IN # BOLTS= 3 WEIGHT= 10.95 LB/FT C14.Sx4.2x10ga (STD) JOIST OK MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 JOIST ANALYSIS (TYPE 2) ANALY2E JOIST AS HAVING PINNED CONNECTIONS. W = (DL+LL)*TRIB WIDTH = 133 PSF * 4 FT = 500.0 LB/FT V= W*L/2 = 500 LB/FT* 14.07 FT/2 = 3,518 LB M = WLA2/8 = 500 LB/FT* (14.07 FT)A2 *12/8 = 148,474 IN-LB Fb = (0.6)*(Fy) = 0.6 * 50000 PSI = 30,000 PSI fb = M/Sx = 148474 IN-LB/5.75 INA3 = 25,822 PSI fb/Fb= 25822 PSI/30000 PSI = 0.86 < 1.0 OK DEFLECTION fl= 5WLA4/(384EI} PROJECT FOR SHEET NO. CALCULATED BY M~ = 5*500 LB/FT*(14.1 FT)A4*1728/(384*29.5X10"'6 PSI*28.75 INA4) = 0.520 IN /lallow= L/240 = 0.704IN OK END CONNECTION CHECK SHEAR CAPACITY OF (2) 0.625 IN 0 BOLTS Vallow= # OF BOLTS * Fv*Area = 2 * 10000 PSI* (0.625 IN)A2 * 3.142/4 = 6,136 LB > Vmax, OK CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 7 OF 30 A.A. DATE 1/10/01 ------------ JOIST: C10x3.5x12ga (STD) DL= 8 PSF LL= 125 PSF TRIB WIDTH= 4.00 FT L = 14.07 FT Fy = 50,000 PSI Ix= 28.75 INA4 Sx = 5.75 INA3 Fv= 10,000 PSI STUD DIAM= 0.625 IN· # BOLTS= 2 WEIGHT= 6.46 LB/FT C10x3.5x12ga (STD) JOIST OK I MATERIAL HANDLING ENGINEERING TEL: (90~) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 JOIST ANALYSIS (TYPE 3) ANALYZE JOIST AS HAVING PINNED CONNECTIONS. W = (DL+LL)*TRIB WIDTH = 133 PSF * 4 FT = 500.0 LB/FT V= W*L/2 = 500 LB/FT* 9.17 FT/2 = 2,293 LB M = WLA2/8 = 500 LB/FT* (9.17 FT)A2 *12/8 = 63,067 IN-LB Fb = (0.6)*(Fy) = 0.6 * 50000 PSI = 30,000 PSI fb = M/Sx = 63067 IN-LB/2:84 IW'-3 = 22,207 PSI fb/Fb= 22207 PSI/30000 PSI = 0.74 < 1.0 OK DEFLECTION t.= 5WLA4/(384EI) PROJECT FOR SHEET NO. CALCULATED BY ) I- = 5*500 LB/FT*(9.2 FT)A4*1728/(384*29.5X10"-6 PSI*11.37 IN"-4) = 0.240 IN t.allow= L/240 = 0.459 IN OK END CONNECTION CHECK SHEAR CAPACITY OF (2) 0.625 IN 0 BOLTS Vallow=# OF BOLTS* Fv*Area = 2 * 10000 PSI* (0.625 IN)A2 * 3.142/4 = 6,136 LB > Vmax, OK 8 CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT OF 30 A.A. DATE 1/10/01 ( L -1 l JOIST: C8x3x14ga (STD) DL= 8 PSF LL= 125 PSF TRIB WIDTH= 4.00 FT L=9.17Fr Fy = 50,000 PSI Ix= 11.37 INA4 Sx = 2.84 INA3 Fv= 10,000 PSI STUD DIAM= 0.625 IN # BOLTS= 2 WEIGHT= 3.92 LB/Fr C8x3x14ga (STD) JOIST OK I .. , \ll.,, 5•µ.. COL-D2010 L ... ? [:J Filename: C:\ENERCALC\CPS1 .FFW Load Combination : DEAD+ LIVE 2:49PM, 10 JAN 01 Nodes ... Node Node Coordinates Label X y ft ft 1 0.000 0.000 2 29.400· 0.000 3 63.150, 0;000 4 82.900 0.000 5 0.000 9.830 6 29.400 9.830 7 33.400 9.830 8 59.150 9.830 9 63.150 9.830 10 82.900 9.830 Member ... Title : CPS Printing Job# : 01-0030 Dsgnr: A.A. Date: 1/10/200 Description-. .. Interior 3 bay frame (33':..g" max span) CPS1.ffw FastFrame 2-D Frame Analysis V5.0.8- XRestraint YRestraint Z Restraint Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Node Temf deg 0 0 0 0 0 0 0 0 0 0 Member Endpoint Nodes Member I End Releases I J End Releases Property Label Length Label !Node 1 COl:..-D2010 1 2 COL-D2010 2 3 COL-02010 3 4 COL-D2010 4 5 BM-D2010 5 6 BM-D2010 6 7 BM-D2010 7 B BM-D2010' 8 9 BM-D2010 9 Materials ... Member I Youngs Label ksi Default 29,000.00 Steel, 29,000:00 Section Sections ... Prop Label Group Tag BM-02010 COL-D2010 Default Node Loads .... Material Steel T Steel -j-Steel T T JNode 5 6 9 10 6 7 8 9 10 I I Area 8.100 in2 6.740 in2 1.000 in2 Density kcf 0.000 0.000 ft 9.830 9.830 9.830 9.830 29.400 4.000· 25.750 4.000 19.750 I I Depth Width 20,000·in 9.000 in 20.000 in 9.000 in 0.000 in 0.000 in Concentrated Loads and Moments Node Label X y Moment 5 1.710k 6 1.710k 9 1.710k 10 1.710k X y Thermal I in/100d 0.000000 I 0.006500 #1 z Free Tf Tw 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.0OOin Yield ksi 0.00 0.00 X y lxx lyy 438.00 in4 0.00 in4 443.00 in4 o.oo in4 1.00 in4 0.00 in4 z Free Load Case Factors #2 #3 #4 #5 1.000 1.000 1.000 1.000 lo I ·' Title : CPS Printing Job # : 01-0030 Dsgnr: A.A. Date: 1/10/200 Description .... Interior 3 bay frame (33'-9" max span) CPS1.ffw I 2:49PM, 10 JAN 01 FastFrame 2-D Frame Analysis V5.0.8- Member Distributed Loads .... Member-Load Magnitudes Load Extents Load Load Case Factors Label Start Finish Start Finish Direction #1 #2 #3 #4 #5 ft ft 5 -0.145 -0.145 klft 0.000 29.400 Globa/Y 1.000 5 -1.813 -1.813 k/ft 0.000 29.400 GlobalY 1.000 1.000 6 -1.813 -1.813 k/ft 0.000 4.000 GlobalY 1.000 1.000 6 -0.145 -0.145 k/ft o.doo 4.000 GlobalY 1.000 7 -0.145 -0.145· k/ft 0.000 25]50 GlobalY 1.000 7 -1.813 -1.813 k/ft 0.000 25.750 GlobalY 1.000 1.000 8 -1.813 -1.813 k/ft 0.000 4.000 GlobalY 1.000 1.000 8 -0.145 -0.145 klft 0.000 4.000 Globa/Y 1.000 9 -1.813 -1.813 k/ft 0.000 19.750 GlobalY 1.000 1.000 9 -0.145 -0.145 k/ft 0.000 19.750 Globa!Y 1.000 Load Combinations ... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase X y #1 #2 #3 #4 #5 DEAD+ LIVE 1.000 1.000 1.000 DEAD + UVE+EQ 1.000 0.750 0.750 0.750 EQ 1.000 1.000 SKJP1 1.000 1.000 1.000 SKIP2 1.000 1.000 1.000 \,\ _I ,\ ) Title : CPS Printing Job # : 01-0030 Dsgnr: A.A. Date: 1/10/200 Description .... Interior 3 bay frame (33'-9" max span) CPS1.ffw 2:49PM, 10 JAN 01 FastFrame 2-D Frame Analysis V5.0.8· Node Displacements & Reactions Node Label I Load Combination I Node Displacements I Node Reactions X y z X y z in in Radians k k k-ft 1 DEAD+ LIVE 0 0 0.00146 10.16670 27.02559 1 DEAD + LIVE+EQ 0 0 -0.00015 6.47663 19.50154 1 EQ 0 0 -0.00167 -1.53120 -1.02354 1 SKIP1 0 0 0.00194 11.55180 28.61737 1 SKIP2 0 0 -0.00037 -0.63220 0.40960 2 DEAD+ LIVE 0 0 -0.00089 -3.57007 63.58086 2 DEAD + LIVE+EQ 0 0 -0.00191 -3.82509 48.45330 2 EQ 0 0 -0.00167 -1.53006 1.02354 2 SKIP1 0 0 -0.00201 -11.16830 31.39470 2 SKIP2 0 0 0.00106 7.33385 36.89465 3 DEAD+ LIVE 0 0 -0.00067 -2.89591 54.99200 3 DEAD + LIVE+EQ 0 0 -0.00180 -3.58936 39.83343 3 EQ 0 0 -0.00173 -1.88990 -1.88076 3 SKIP1 0 0 0.00079 4.33919 22.02809 3 SKIP2 0 0 -0.00151 -7.44956 37.03635 4 DEAD+ LIVE 0 0 -0.00078 -3.70072 16.71975 4 DEAD+ LIVE+EQ 0 0 -0.00188 -4.19218 13.95039 4 EQ 0 0 -0.00172 -1.88885 1.88076 4 SKIP1 0 0 -0.00080 -4.72268 19.08929 4 SKIP2 0 0 -0.00004 0.74791 -1.13135 5 DEAD+ LIVE 0.04379 -0.01631 -0.00404 0 0 5 DEAD + LIVE+EQ 0.15608 -0.01177 -0.00366 0 0 5 EQ 0.16433 0.00062 -0.00084 0 0 5 SKJP1 0.01699 -0.01727 -0.00431 0 0 5 SKJP2 0.03005 -0.00025 -0.00003 0 0 6 DEAD+ LIVE 0.02852 -0.03837 0.00105 0 0 6 DEAD + LIVE+EQ 0.1.4443 -0.02924 0.00016 0 0 6 EQ 0.16406 -0.00062 -0.00084 0 0 6 SKJP1 -0.00036 -0.01895 0.00404 0 0 6 SKIP2 0.03100 -0.02227 -0.00291 0 0 7 DEAD+ LIVE 0.02717 -0.06979 -0.00148 0 0 7 DEAD + LIVE+EQ 0.14337 -0.08299 -0.00174 0 0 7 EQ 0.16398 -0.04086 -0.00084 0 0 7 SKIP1 -0.00044 0.16869 0.00385 0 0 7 SKIP2 0.02963 -0.24366 -0.00543 0 0 8 DEAD+ LIVE 0.01849 -0.15808 0.00342 0 0 8 DEAD+ LIVE+EQ 0;13650 -0.09239: 0.00204 0 0 8 EQ 0.16351 0.03489 -0.00070 ·o 0 8 SKIP1 -0.00095 0.05544 -0.00137 0 0 8 SKIP2 0.02081 -0.22523 0.00505 0 0 9 DEAD+ LIVE 0.01.714 -0.03319 0.00090 0 0 9 DEAD + LIVE+EQ 0.13544 -0.02404 0.00015 0 0 9 EQ 0.16344 -0.00114 -0.00070 0 0 9 SKIP1 -0.001·03 -0.01329 -0.00156 0 0 9 SKIP2 0.01944 -0.02235 0.00252 0 0 10 DEAD+ LIVE 0.01341 -0.01009 0.00122 0 0 10 DEAD + LIVE+EQ 0.13250 -0.00842 0.00039 0 0 10 EQ 0.16326 -0.00114 -0.00070 0 0 10 SKIP1 -0.00579 -0.01152 0.00175 0 0 10 SKIP2 0.02020 0.00068 -0.00044 0 0 11-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ·' I 2:49PM, 10 JAN 01 Member End Forces ... Member Label Load Combination 1 DEAD+ LIVE 1 DEAD + LIVE+EQ 1 EQ 1 SKIP1 1 SKIP2 2 DEAD+ LIVE 2 DEAD + LlVE+EQ 2 EQ 2 SKIP1 2 SKIP2 3 DEAD+ LIVE 3 DEAD + LIVE+EQ 3 EQ 3 SKIP1 3 SKIP2 4 DEAD+ LIVE 4 DEAD + UVE+EQ 4 EQ 4 SKIP1 4 SKIP2 5 DEAD+ LIVE 5 DEAD + LIVE+EQ 5 EQ 5 SKIP1 5 SKIP2 6 DEAD+ LIVE 6 DEAD + LIVE+EQ 6 EQ 6 SKIP1 6 SKIP2 7 DEAD+ LIVE 7 DEAD+ LIVE+EQ 7 EQ 7 SKIP1 7 SKIP2 8 DEAD+ LIVE 8 DEAD + l:.IVE+EQ 8 EQ 8 SKIP1 8 SKIP2 9 DEAD+ LIVE 9 DEAD + LIVE+EQ 9 EQ 9 SKIP1 9 SKlP2 Title : CPS Printing Job # : 01-0030 Dsgnr: A.A. Date: 1/10/200 Description .... Interior 3 bay frame (33'-9" max span) CPS1.ffw FastFrame 2-D Frame Analysis V 5.0.8- Node " I " End Forces Node " J " End Forces Axial Shear Moment Axial Shear Moment k k ft-k k k ft-k 27.02559 -10.16670 0 -27.02559 10.16670 -99.93864 19.50154 -6.47.663 0 -1·9.50154 6.47663 -63.66524 -1.02354 1.53120· 0 1.02354 -1.53120 15.05166 28.61737 -11.55180 0 -28.61737 11.55180 -113.55415 ~ 0.40960 0.63220 0 -0.40960 -0.63220 6.21454 63.58086 3.57007 0 -63.58086 -3.57007 35.09374 48.45330 3.82509 0 -48.45330 -3.82509 37.60065 1.02354 1.53006 0 -1.02354 -1.53006 15.04046 31-.39470' 11.16830 0 -31•.39470 -11.16830 109.78441 36.89465 -7.33385 0 -36.89465 7.33385 -72.09179 54.99200 2.89591 0 -54.99200 -2.89591 28.46684 39.83343 3.58936 0 -39.83343 -3.58936 35.28339 -1.88076 1.88990 0 1.88076 -1.88990 18.57768 22.02809 -4.33919 0 -22.02809 4.33919 -42.65425 37.03635 7.44956 0 -37.03635 -7.44956 73.22920 16.71975 3.70072 0 -16.71975 -3.70072 36.37806 13.95039 4.192'18 0 -13.95039 -4.19218 41.20910 1.88076 1.88885 0 -1.88076 -1.88885 18.56739 19.08929 4.72268 0 -19.08929 -4.72268 46.42400 -1.13135 -0.74791 0 1.13135 0.74791 -7.35195 10.16670 27.02559 99.93864 -10.16670 30.53961 -151.59474 7.75913 19.50154 63.66524 -7.75913 23.67236 -124.97640 0.17880 -1.02354 -15.05166 -0.17880 1.02354 -15.04046 11.55180 28.61737 113.55415 -11.55180 28.94783 -118.41191 -0.63220 0.40960 -6.21454 0.63220 3.85340 -44.40921 6.59663 33.04125 116.50100 -6.59663 -25.20925 0 5.21653 24.78094 87.37575 -5.21653 -18.90694 0 0.35875 0 0 -0.35875 0 0 0.38349 2.44688 8.62750 -0.38349 -1.86688 0 6.70165 33.04125 11-6,50100 -6.70165 -25.20925 0 6.59663 25.20925 0 -6.59663 25.20925 0 5.21653 18.90694 0 -5.21653 18.90694 0 0.35875 0 0 -0.35875 0 0 0.38349 1.86688 0 -0.38349 1.86688 0 6.70165 25.20925 0 -6.70165 25.20925 0 6.59663 -25.20925 0 -6.59663 33.04125 -116.50100 5.21653 -18.90694 0 -5.21653 24.78094 -87.37575 0.35875 0 0 -0.35875 0 0 0.38349 -1.86688 0 -0.38349 2.44688 -8.62750 6.70165 -25.20925 0 -6.70165 33.04125 -116.50100 3.70072 21.95075 88.03416 -3.70072 16.71975 -36.37806 2.90968 15.05249 52.09236 -2.90968 13.95039 -41.20910 0.17885 -1.88076 -18.57768 -0.17885 1.88076 -18.56739 4.72268 iS.58121 51.28175 -4.72268 19.08929 -46.42400 -0.74791 3.99510 43.27180 0.74791 -1.13135 7.35195 I~ I '· MATERIAL HANDLING ENGINEERING TEL: (909) 869,-0989 • FAX: (909) 869~0981 161 ATLANTIC AVENUE• POMONA• CA 91768 BEAM ANALYSIS CHECK STRESSES AT CENTER Mc-allow= 0.6 * Fy * Sc = 0.6 * 50000 PSI* 67.31 INA3 = 2,019,300 IN-LB = 168 .3 FT-K fb/Fb(center)= Mc/Mc-allow = 162.3 FT-K/168.3 FT-K = 0.96 < 1.0 BENDING OK ~allow= L/240 = 33. 75 FT* 12/240 = 1.688 DEFLECTION OK CHECK BENDING STRESS AT END Me-allow=.0.6 * Fy * Se = 0.6 * 50000 PSI* 67.31 INA3 = 2,019,300 IN-LB = 168 .3 FT-K fb/Fb(end)= Me/Me-allow = 151.6 FT-K/168.3 FT-K = 0.90 < 1.0 BENDING OK PROJECT FOR SHEET NO. CALaJLATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 14 OF 30 A.A. DATE 1/10/01 ------------ BEAM: D20X10 GA W/REINF LOAD= 135 PSF L = 33.8 FT / D20x4.5x10 GAW/ SGL REINF Fy = 50,000 PSI Sx-center=Sc= 67.31 IN1'-3 Sx-end=Se= 67.31 INA3 / D20x4.5x10 GAW/ SGL REINF RESULTS FROM FRAME ANALYSIS Mcenter=Mc= 162.3 FT-K Mend=Me= 151.6 FT-K ~= 0.89 IN D20X10GA BEAM OK W /REINF AS SHOWN ON SHEET S1 SflZMIC INC. PROJECT FOR SHEET NO. CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 15 OF 30 MATERIAL HANDLING ENGINEERING CALCULATED BY __ A_._A_. __ DATE __ l_/_10_/_0_1_ TEL: (909) 869-0989 • FAX: (909) 869,0981 161 ATLANTIC AVENUE• POMONA• CA 91768 TAPERED COLUMN 20" ·ooUBLE INTERIOR Fy = r= I= K= Cm= KL/r = Fe= Fn = alpha = 0.97 Pa = Ae * Fn/1.92 50.00 ksi 5.70 in 222.00 inA4 1.50 0.85 34.42 241.57 ksi 47.41 ksi Ma = Se * Fy/(12 *1.67) Height (L) = (~'.//\:}i9,JjJ)~ ft P = , .... __ ·. ·.\2ifao·": kips "' :_.,_,"./~~:. ;. I --~--20 --~ IE 3 Interaction = P/Pa + (Cm*M) / (Ma * alpha) < 1.0 d Ae. Se M Pa Ma Interaction in. inA2 jnA3 ft-kips kips ft-kips 20.00 10.48 64.00 113.50 258.79 159.68 0.74 19.00 10.38 60.58 105.93 256.33 151.15 0.73 18.00 10.28 57.42 98.37 253.86 143.26 0.72 17.00 10.04 53.46 90.80 247.93 133.38 0.71 16.00 9.82 49.30 83.23 242.50 123.00 0.71 15.00 9.50 45.24 75.67 234.59 112.87 0.71 14.00 9.24 41.28 68.10 228.17 102.99 0.71 13.00 8.96 37'.46 60.53 221.26 93.46 0.70 12.00 8.70 33.70 52.97 214.84 84.08 0.69 11.00 8.42 30.06 45.40 207.92 75.00 0.67 10.00 8.16 26.48 37.83 201.50 66.07 0.65 9.00 7.90 23.20 30.27 195.08 57.88 0.61 8.00 7.62 19.65 22.70 188.17 "49.03 0.56 7.00 7.36 16.38 15.13 181.75 40.87 0.48 6.00 7.10 12.26. 7.57 175.33 30.59 0.38 5.00 3.68 5.86 0.00 90.87 14.62 0.31 MATERIAL HANDLING ENGIN~ERING TEL: {909) 869-0989 • FAX: {909) 869-0981 161 ATLANTIC AVENUE • POMONA • CA 91768 COLUMN 20" TAPERED Fy = r= I= K= Cm= KL/r = Fe= Fn = alpha= 0.99 Pa= Ae * Fn/1.92 50.00 ksi ·7.62 in 399.00 inA4 1.50 0.85 25.75 431.50 ksi 48.55 ksi Ma = Se * Fy/(12 *1.67) PROJECT FOR SHEET NO. CALaJLATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 16 OF 30 A.A. DATE 1/10/01 Height (L) = :'/:;(~:'.'./:)\\o:~~f ft P = :I:.U}~{Ii1{~,9i. kips M@ Top=~?{)~~iiiftj:§tlmft-kips Interaction = P/Pa + (Cm*M) / (Ma * alpha) < 1.0 A= 20.75" TO 5" B= 20.75" TO 5" t = 0.135 IN d Ae Se in. inA2 inA3 full height 20.75 6.88 27.97 full*0.8 17.60 6.03 21.57 full*0.6 14.45 5.18 15.93 full*0.4 11.30 4.33 11.07 full*0.2 8.15 3.49 7.03 ground level 5.00 2.51 3.74 M ft-kips 56.75 45.40 34.05 22.70 11.35 0.00 Pa Ma kips ft-kips 1546.21 69.79 152.58 53.82 130.99 39.75 109.49 27.62 88.25 17.54 63.42 9.33 S20X10 GA COLUMN OK Interaction 0.71 0.82 0.84 0.84 0.72 0.23 ' l MATERIAL HANDLI G ENGINEERING TEL: (909} 869-0989 • FAX: (909} 869-0981 . 161 ATLANTIC AVENUE • POMONA• CA 91768 ' . ' MOMENT FRAME PARALLEL TO JOISTS PROJECT FOR SHEET NO. CALCULATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 17 OF 30 · A.A. DATE 1/10/01 CHECK ADEQUACY OF THE STRUT RUNNING PARALLEL TO THE JOISTS. V= 2.5 *Ca* Na* I* W/{1.4 * R) SEISMIC ZONE= 4 Z= 0.4 I= 1.0 Ca= 0.44 Rw= 4.5 Na= 1.0 V= 0.1746 * W TOTAL FRAME AREA=A= 3850 FT"-2 W= (DL + LL/4)*A = (12 PSF+125 PSF/4)*3850 FTA2 = 166,513 LB V= 0.1746 * 166512.5 LB = 29,073.1 LB N=# MOMENT CONN IN STRUT DIR= 14 Vcol= V/N = 2,076.7 LB Mcol=Mstrut= Vcol * h = 2076.7 LB* 10.23 FT/(1000 LB/K) = 21.2 FT-K Vcol Pseismlc /:-,...11----B ----.. STRUT FRAME ELEVATION DECK + COLUMN DL= 12 PSF LL= 125 PSF B=STRUT LENGTH= 23.1 FT TRIB WIDTH= 31.6 FT H(T.O.D.)= 10.9 FT h= 10.2 FT .0= 2.8 MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE • POMONA, CA 91768 STRUT & BOl T GROl}P CHECK EFFECT OF LATERAL LOADS Mcol=Mstrut= 21.2 FT-K = 254,936 IN-LB fb= Mstrut/Sx = 254936 IN-LB/21.91 INA3 = 11,636 PSI fb/Fb= 11636 PSI/(0.6*50000 PSI) = 0.39 < 1.33, OK CHECK EFFECT OF GRAVITY LOADS PROJECT FOR SHEET NO. CALCULATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 18 OF 30 A.A. DATE 1/10/01 j STRUT:C20x4.5x10 GA Ix= 21.9.12 IW'-4 Sx = 21.91 INA3 Fy= 50,000 PSI M = WLA2/8 = 513 LB/FT* (23.1 FT)A2 *12/8 = 410,613 IN-LB LENGTH= 23.1 FT TRIB WIDTH= 3.8 FT DL+LL= 135 PSF W=(DL+LL)*TRIB WIDTH= 513 LB/FT fb/Fb= (410613 IN-LB/21.91 INA3)/(0.6*50000 PSI) STRUTTHICKNESS=t= 0.135 IN = 0.62 < 1~0, OK BOLT ANALYSIS CHECK EFFECT OF COMBINED MOMENT AND SHEAR ON BOLT GROUP. END SHEAR= (DL+LL)*STRUT LENGTH*L/2 = (12 PSF + 125 PSF)*23.1 FT*3.8 FT/2 = 6,013 LB = 6.013 K CHECK BOLT SHEAR CAPACITY: BOLT DIAM=d= 0.75 IN Fv= 28,000 PSI Va-shear=Vs= Fv * BOLT AREA* 1.33 = 28000 PSI * (0. 75 IN)A2 * (pi) * 1.33/4 = 16.45 K CHECK BOLT CAPACITY IN BEARING: Fp= 3*Fu = 3.0 * 65 KSI = 195.0 KSI .Qb= 2.22 Va-bearing=Vb= Fp * d * t*l.33/nb = 11.83 K · THUS, BEARING CAPACITY GOVERNS C20x4.Sx10 GA STRUT OK Bolt Group Analysis • Description 16 Bolt Group, 20" Beam,Circular Pattern, A490 Bolts I General Information I Vertical Load 6.00 k Bolt Group Centroid ... Load Eccentricity from C.B.G eccentricity 0.000 in Y Distance 0.000 in Y Distance 0.000 in Horizontal Load 5. 80 k =-i. o 1 '< >I: i.£ Distance 0.000 in X Distance 122.800 in eccentricity 122.800 in ~ .te-c_.. ·1.:i .. \ "3 • '-:, Moment: Mx 0.00 in-k Moment: My 712.24 in-k I Group Data & Results I Bolt Coordinates Bolt Dist. From C.B.G Direct Shear Force Torsional Shear Force Final Force X in y X in y X k y X k y k #1 -8.250 0.000 -8.25 -0.38 -0.36 -5.28 5.66 #2 -7.690 3.190 -7.69 3.19 -0.38 -0.36 -4.92 -2.04 5.81 #3 -5.790 5.790 -5.79 5.79 -0.38 -0.36 -3.70 -3.70 5.76 #4 -3.860 7.690 -3.86 7.69 -0.38 -0.36 -2.47 -4.92 6.00 #5 0.000 8.250 8.25 -0.38 -0.36 -5.28 5.65 #6 3.860 7.690 3.86 7.69 -0.38 -0.36 2.47 -4.92 5.68 #7 5.790 5.790 5.79 5.79 -0.38 -0.36 3.70 -3.70 5.25 #8 7.690 3.190 7.69 3.19 -0.38 -0.36 4.92 -2.04 5.14 #9 8.250 0.000 8.25 -0.38 -0.36 5.28 4.91 #10 7.690 -3.190 7.69 -3.19 -0.38 -0.36 4.92 2.04 4.84 #11 5.790 -5.790 5.79 -5.79 -0.38 -0.36 3.70 3.70 4.71 #12 3.860 -7.690 3.86 -7.69 -0.38 -0.36 2.47 4.92 5.01 #13 0.000 -8.250 -8.25 -0.38 -0.36 5.28 4.93 #14 -3.860 -7.690 -3.86 -7.69 -0.38 -0.36 -2.47 4.92 5.37 #15 -5.790 -5.790 -5.79 -5.79 -0.38 -0.36 -3.70 3.70 5.27 #16 -7.690 -3.190 -7.69 -3.19 -0.38 -0.36 -4.92 2.04 5.55 '~ ' MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 ANCHOR BOLTS PROJECT FOR SHEET NO. CALaJLATED BY CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 20 OF 30 A.A. DATE 1/10/01 Vcol= :~1~~~·~§&.~;~~t{ <=== SEE FRAME ANALYSIS (NODE REACTION) Tuplift=}!t~~_§:}it)i?,:f~ . ANCHOR= 7/8" DIAM x 3-3/4" MIN. EMBED. RAMSET/REDHEAD WEDGE ANCHORS (I.C.B.O. #1372) NUMBER OF ANCHOR/BASE= 4 PULLOUT CAP=Ta= 1,190 LB SHEAR CAP=Va= 3,290 LB CHECK COMBINES STRESSES: * 1.0= 1,1~0 LB * 1.0= 3,290 LB (0 LB/1190 LB)+ (2888 LB/3290 LB)= 0.88 <= 1.0, OK MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX; (909) 869.()981 161 ATLANTIC AVENUE• POMONA• CA 91768 BASE PLATE ON SLAB-ON-GRADE Fsoil = 2,000 PSF F'c = 3,000 PSI SLAB= 5.0 IN Tributary Area = ~f{~\?::~#S.$'.-~ry;J.!i~(~i:;~f ~= 1.00 P = [D.L. + ~*LL.] x T.A. = 19.86 KIP Ar= P / Fsoil = 9.93 fTA2 B = sqrt(A) = 3.15 FT ;, 37.81 IN p PROJECT CPS PRINTING (M3221 ) FOR WPIS/MCKINLEY EQUIPMENT SHEET NO. CALOJLATED BY 21 OF 30 CORNER COLUMN 1 X D.L.= 12 PSF L.L.= 125 PSF A.A. DATE 1/10/01 m .,, I I ( ... l ' ' ' ' '· NOTE: Slab is designed to cantilever beyond 45 degree line from edge of base plate as un-reinforced concrete fct= 5.0*.65*( F'c)A0.5/1.7= 104.7 PSI M allow. = f x S = 436.3 IN-LB b = sqrt(M*144*2/Fsoil)= 7.93 IN d = B -(2*b + t)= 17.0 IN CHECK PUNCHING SHEAR P allow. = 4 (F'c)Al/2 x (d + t) x 4t = BASE PLATE THICKNESS COLUMN BASE' DIMENSION= 5.0 IN tmin = 2n*(fp / Fy)A0.5 n = 6.00 IN Fy = 36 KSI tmin = 0.524 IN S slab= t x t / 6 = 4.17 IN 96.22 KIP > 19.86 KIP, OK BASE PLATE 17 in SQUARE 5/8 "THICK ) ' MATERIAL HANDLING ENGINEERING TEL: (909) 869w0989 • FAX: (909) 869,-0981 161. ATLANTIC AVENUE• POMONA• CA 91768 BASE PLATE ON SLAB-ON-GRADE FsoH = 2,000 PSF F'c = 3,000 PSI SLAB= 5.0 IN Tributary Area = '.~fg(tt§~§Q\f;f-J;?~l1. <I>= 0:80 P = [D.L. + <j>*L.L.] x T.A. = 26.14 KIP Ar = P / Fsoil = 13.07 fTA2 B = sqrt(A) = 3.62 FT = 43.39 IN PROJECT CPS PRINTING (M3221) FOR WPIS/MCKINLEY EQUIPMENT SHEET NO. CALCULATED BY 22 OF 30 ., PERIMETER COLUMN X D.L.= 12 PSF L.L.= 125 PSF A.A. DATE 1/10/01 NOTE: Slab is designed to cantilever beyond 45 degree line from edge of base plate as un-reinforced concrete fct= 5.0*.65*( F'c)AQ.5/1.7= 104.7 PSI Mallow. = f x S = 436.3 IN-LB b = sqrt(M*144*2/Fsoil)= 7.93 IN d = B -(2*b + t)= 22.5 IN CHECK PUNCHING SHEAR P allow. = 4 (F'c)Al/2 x (d + t) x 4t = BASE PLATE THICKNESS COLUMN BASE DIMENSION= 5.0 IN tmin = 2n*(fp / Fy)l'0.5 n = 9.00 IN Fy = 36 KSI tmin = 0.667 IN S slab = t x t / 6 = 4.17 IN 120.65 KIP > 26.14 KIP, OK BASE PLATE 23 in SQUARE 3/4 "THICK ,_ ' MATERIAL HANDLING ENGINl:ERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 917Q8 BASE PLATE ON SLAB-ON-GRADE Fsoil = 2,000 PSF F'c = 3,000 PSI SLAB= 5.0 IN Tributary Area = t;'.~tH!-iiP.}ff}itfL, <I>= 1.00 P = [D.L + <j>*L.L.] x T.A. = 6.78 KIP Ar= P / Fsoil = 3.39 fTA2 B = sqrt(A) = 1.84 FT = 22.10 IN / CPS PRINTING (M3221) PROJECT FOR SHEET NO. WPIS/MCKINLEY EQUIPMENT 23 OF 30 . CALaJLATED BY CORNER COLUMN 2 D.L= 12 PSF LL= 125 PSF X ... ' ' ' ' '· ) A.A. DATE 1/10/01 NOTE: Slab is designed to cantilever beyond 45 degree line from edge of base plate as un-reinforced concrete fct= 5.0*.65*( F'c)A0.5/1.7= 104.7 PSI M allow. = f x S = 436.3 IN-LB b = sqrt(M*144*2/Fsoil)= 7.93 IN d = B -(2*b + t)= 1.2 IN CHECK PUNCHING SHEAR P allow. = 4 (F'c)Al/2 x (d + t) x 4t = BASE PLATE THICKNESS COLUMN BASE DIMENSION= 5.0 IN tmin = 2n*(fp / Fy)A0.5 n = 3.50 IN Fy = 36 KSI tmin = 0.253 IN S slab = t x t / 6 = 4.17 IN < COLUMN SIZE, USE 12 IN 27.36 KIP > 6.78 KIP, OK BASE PLATE 12 in SQUARE 1/2 "THICK ., MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 BAS.E PLATE ON SLAB-ON-GRADE Fsoil = 2,000 PSF F'c .= 3,000 PSI SLAB= 5.0 IN Tributary Area = d:.i;:f;::~~i~i$.S;.:F.it:::j:;.f~} <j>= 0.80 P = [D.L. + ~*L.L.] x T.A. = 51.28 KIP Ar= P / Fsoil = 25.64 fTA2 B = sqrt(A) = 5.06 FT = 60.76 IN .,, ( ) PROJECT CPS PRINTING (M3221) FOR WPIS/MCKINLEY EQUIPMENT SHEET NO. 24 OF 30 CALCULATED BY A.A. DATE 1/10/01 INTERIOR COLUMN D.L.= 12 PSF LL.= 125 PSF X I ~ ..... ..... ' ' ' . NOTE: Slab is designed to cantilever beyond 45 degree line from edge of base plate as un-reinforced concrete fct= 5.0*.65*( F'c)AQ.5/1.7= 104.7 PSI M allow. = f x S = 436.3 IN-LB b = sqrt(M*144*2/Fsoil)= 7.93 IN d = B -(2*b + t)= 39.9 IN CHECK PUNCHING SHEAR P allow. = 4 (F'cY·l/2 x (d + t) x 4t = BASE PLATE THICKNESS COLUMN BASE DIMENSION= 5.0 IN tmin = 2n*(fp / Fy)AQ.5 n = 17.50 IN Fy = 36 KS! tmin = 1.044 IN S slab = t x f / 6 = 4.17 IN 196.78 KIP > 51.28 KIP, OK BASE PLATE 40 in SQUARE 1 1/8 " THICK MATERIAL HANDLING ENGINEERING TEI,.: (909) 869,0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA !;J1768 STAIR ANALYSIS SCOPE PROJECT FOR SHEET NO. CALO.JLATED BY VERIFY ADEQUACY OF THE STAIRWAY SYSTEM TO MEET BOCA FOR WAREHOUSE OCCUPANCY SERVING AN OCCUPANCY OF LESS THGAN 10. PARAMETERS: STEEL -Fy= 36000 PSI Fy= 50000 PSI SHAPE STEEL PIPE STEEL . BOLTS-Fv=lOOOO PSI (A307) DESIGN LOAD: CONFIGURATION T L ,- 100 PSF DISTRIBUTED 300# CONCENTRATED (TREAD) 200 # (POST/HANDRAIL) Lh o r:iz T 1 CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 25 OF 30 A.A. DATE 1/10/01 ------------ Lvert= 130.8 IN Lhoriz= 198.0 IN Hl= 42.0 IN Lrail= 64.0 IN WIDTH= 48.0 IN MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 STAIR ANALYSIS TREAD ANALYSIS BENDING THE TREADS SHALL BE ANALYZED FOR A WORST CASE LOAD SITUATION FROM THE FOLLOWING LOAD CASES: (a) CONCENTRATED LOAD AT CENTER Mpoint= PL/4 = 300 LB* 48 IN/4 = 3,600 IN-LB (b) DISTRIBUTED LOAD w = (100 PSF) * (11 IN/12 IN/FT) = 91.7 LB/FT = 7.6 LB/IN Mdist= w*LA2/8 = 7.6 LB/FT* (48 IN)A2/8 = 2,200 IN-LB THUS, Mmax= 3,600 IN-LB fb= Mmax/S = 3600 IN-LB/0.558 INA3 = 6,452 PSI Fb= 0.6*Fy = 21,600 PSI fb/Fb= 0.30 < 1.0 OK PROJECT FOR SHEET NO. CALCULATED BY TREAD. OK FOR BENDING DEFLECTION D= 5WL A4/384EI = .016 IN Dallow= L/240 = 48 IN/240 = 0.2 > ACTUAL DEFLECTION, OK TREAD OK FOR DEFLECTION CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 26 OF 30 A.A. DATE 1/10/01 p l ' d I---1REA D WJD1\l ---J STAIR TREAD d= 11.0 IN b= 2.75 IN t= 0.075 WIDTH=L= 48.0 IN I= 1.173 INA4 S= 0.558 INA3 Fy= 36,000 PSI E= 29,000 KSI _, PROJECT FOR MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 SHEET NO. CALaJLATED BY STAIR ANALYSIS STRINGER ANALYSIS DEAD LOADS STRINGER= 8 LB/FT TREADS= 10 LB/FT HANDRAILS= _3_L_B::.../FT ____ _ LIVE LOAD BENDING WDL= 21 LB/FT WLL= LIVE LOAD * TRIS WIDTH = 100 PSF * (48 IN/12 IN/FT)/2 = 200 LB/FT W= WDL+WLL = 221 LB/FT = 18.5 LB/IN Wn= W * Lvert/Ldiag = 12.2 LB/INCH Mdist= Wn*LA2/8 = 12.2 LB/IN* (237.3 IN)A2/8 = 85,875 IN-LB fb= Mmax/Sx = 85875 IN-LB/5.7505 INA3 = 14,933 PSI Fb= 0.6*Fy = 21,600 PSI fb/Fb= 0.69 < 1.0 OK FOR BENDING DEFLECTION D= 5WL "4/384EI = .443 IN Dallow= L/240 = 237 .3 IN/240 T H1 l_ = 0.99 > ACTUAL DEFLECTION, OK STRINGER OK FOR DEFLECTION J· CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 27 OF 30 A.A. DATE 1/10/01 ------ 1 Lvert l 0 0 0 12 10 ! L· STRINGER: ClO" x 3.5" x 12 GA Lvert= 130.8 IN Lhoriz= 198.0 IN Ldiag= 237 .3 IN Hl= 42.0 IN Lrail= 64.0 IN STAIR WIDTH= 48.0 IN Ix= 28.75 IN"4 Sx= 5.75 IN"3 Fy= 36,000 PSI PROJECT FOR SHEET NO. MATERIAL HANDLING ENGINEERING CALaJLATED BY TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 STAIR ANAL YSis· TREAD ATTACHMENT ATTACH TREAD TO STRINGER WITH (2) 0.375 IN DIAMETER BOLTS PER SIDE Vbolt= 100 PSF * 4 FT/2 = 200 LB <=== SHEAR PER ATTACHMENT Vallow= Fv *AREA*# OF BOLTS = 10000 PSI* (0.375 )A2*(3.14159/4) * 2- = 2,209 LB > Vbolt OK STRINGER ATTACHMENT ATTACH STRINGER TO PLATFORM WITH (2) 0.5 IN DIAMETER BOLTS Vbolt= 221.4 LB/FT* 16.5 FT/2 = 1,827 LB <=== SHEAR PER ATTACHMENT Vallow= Fv * AREA = 10000 PSI* (0.5 )A2 * (3.14159/4) * 2 = 3,927 LB > Pbolt OK CONCRETE BEARING LOWER BRACKET IS 4 IN x 6 IN CONTACT AREA= 24.0 INA2 ANCHORAGE Pend= 1,827 LB fp= Pend/ AREA = 76 PSI Fp= 0.7 * f'c 1,400 PSI fp/Fp= 0.05 < 1.0 OK CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 28 OF 30 A.A. DATE 1/10/01 ------------ 3/8"0 BOLT TREAD STRINGER TREAD TO STRINGER CONNECTION USE (1) 0.5 IN DIAM BY 2.25 IN MIN. EMBED. RAMSET / RED HEAD ANCHORS PER BASE NO INSPECTION REQUIRED FOR ANCHORS ·-• MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 POST AND HANDRAIL Mmax= P* Hl/2 <=== TWO POSTS SHARE LOAD = 200 * 42 IN/2 = 4,200 IN-LB fb= M/S = 29,787 PSI Fb= 0.6*Fy = 30,000 PSI fb/Fb= 0.99 HANDRAIL Mmax= P* Lrail/4 = 200 * 64 IN/4 = 3,200 IN-LB fb= M/S = 29,907 PSI Fb= 0.6*Fy = 30,000 PSI fb/Fb= 0.99 < 1.0 OK :S 1.0 OK PROJECT FOR SHEET NO. CALaJLATED BY T H1 l_ r CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 29 OF 30 A.A. DATE 1/10/01 ------------ T Lvert l POST/HANDRAIL:1-5/8" D. t= 0.076 IN Sx= .141 INA3 Fy= so,ooo· PSI HANDRAIL t= 0.058 IN Sx= .107 INA3 Fy= 50,000 PSI • MATERIAL HANDLING ENGINEERING TEL: (909) 869-0989 • FAX: (909) 869-0981 161 ATLANTIC AVENUE• POMONA• CA 91768 BASE PLATE Pcol = 200 LB Mb = 4,200 IN-LB fa = P/A = Pcol/((D)(B)) = 6 PSI M1base/in = (W/in)(LA-2)/2 =-(fa)(b1A2)/2 = 13 IN-LB fb = M/S = (Mb)(c)/I = (6)(Mb)/((D)(BA2)) = 117 PSI fb2 = (2)(fb)(bl)/B = 85 PSI fbl = fb-fb2 = 32 PSI M2base/in = (fb1)(b1A2)/2 = 76 IN-LB M3base/in = (1/2)(fb2)(b1)(2/3)(bl) = (1/3)(fb2)(b1 A2) = 136 IN-LB Mbase/in = Mlbase/in+M2base/in+M3base/in = 225 IN-LB Sbase/in = (1)(tA2)/6 = 0.023 INA3 Fbase = (0.75)(Fy) . = 27,000 PSI fb/Fb = Mbase/in/((Sbase/in)(Fbase)} = 0.35 OK ANCHOR TENSION IMo = O Tanchor = (Mb-(Pcol)(Dp))/(Danchor*2) = 650 LB Tallow= BOLT AREA* Ft = (0.375 IN)A2 * n /4 * 21,000 PSI = 2,319 LB > Tanchor, OK CHECK COMPRESSION ON PLYWOOD C=2*Tanchor= 1,300 LB fc= 1300 LB/(1 IN * 6 IN) = 217 PSI PROJECT FOR SHEET NO. CALaJLATED BY fa fb Fallow= 340 PSI > fc, OK <=== TABLE 23-I-B· CPS PRINTING (M3221) WPIS/MCKINLEY EQUIPMENT 30 OF 30 A.A. DATE 1/10/01 ------------ BASE PLATE B = 6.0 IN D = 6.0 IN b = 1.625 IN bl= 2.2 IN t = 0.375 IN fb2 fbl Fy = 36,000 PSI Dp = 1.50 IN Danchor = 3.0 IN • " ' ' APPENDIX \ 1-'age JOT I 1:H-1372 "MBCE 2-RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/REO HEAD SELF-DRILLING ANCHOR1 ., } DESCRIPTION Min. Allowable Min. Allowal:lhl Spacing Edge Dlstanc• E~Dlstanea Spacing 811twMnAnchor, lillN. Required to (Inches) RequiMIO (lndla) BOLT ANCHOR EMBEDMEHT Obtain Mu. Load Facll:lr Applied Obtain Mu. Load Fadar Applied DIAlilE'Tl:R DIAMETcR DEPTH Working Load = 0.45 for Tension Worldng Load ,. 0.95 tor Tensian (Inch) (Inch) (inches) (Inches) =0.75for5'-t (Inches) = 0.70 tor Shear l/4 1,16 13/31 1 is,16 l i 37/g 11s,,6 3/g 9'16 11132 211,,6 13/g I 53/g 211116 11z ll/16 21132 39'16 113/16 . I 71/g 39/16 5/g 27/32 2lS/31 43/g 23fi6 I Sllfi6 .J}fg 3/4 I 31'4 511116 27/g I 113/g 511116 For SI: I inch= 2.S.4 mm. I Linear interpolation may be used for intermediate spacing and edge distances. TABLE 3-ITW RAMS ET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)t.2.4.S,6 f' t = 2,000 psi r .. = 4,000 ps; I r,, = s,ooo psi l Tension .. Tension Tension I I ANCHOR INSTALLATION EMBEDMENT With I Wrthout With Wrthout With Without I DIAMETER TORQUE DEPTli Specia! I Special Special Special Special Special (Inches) (lbf. ft) (Inches) lnsption1 I lns;,ectlon Shear lnspectlon Inspection Shear Inspection Inspection ' Shear l/4 8 11/g 295 150 350 445 225 350 475 24-0 I 350 I 11s116 -525 :!65 420 825 410 420 825 410 420 21/g 565 280 825 410 825 410 ' I ' 3/g 25 1112 420 :!10 580 560 280 655 710 355 i 790 I 3 870 435 1.000 l.485 740 1.035 1.530 765 1.125 4 1.200 600 1,485 740 1.530 765 ! l/2 55 21/4 1.165 580 1.190 I 1,275 640 I 1.190 I 1,760 880 1.760 I 41/g 1.165 580 1.810 I 2,410 l.:!05 1.810 I 2,705 I.355 2.040 6 1.335 665 2,410 1.205 2.705 1.355 I ' 5/g 90 i 2.:.:.1 1.645 820 1.780 I 1,795 900 1.780 I 2.430 1.215 2.405 i -i 51/g 1.6-15 8:!0 :.400 3,730 1.865 '2.975 4,095 2.045 3.130 I ! I I I i I 71/';_ I 1.765 I S80 3,755 1.880 ! 4.095 2.045 1· I I ! I r1~ , ... I 3!/.1 I 1.780 ! h90 I 2.530 2.710 1.355 3.430 I 3.325 1.665 3.995 i • 'J I : 6~ig 2.7J.S . I '7~ ! 5.080 l 4.425 2.210 5.935 5.065 2.530 5.935 ! I I I .. :i J I v------......1 i IO 2.745 i_.l. .. 1..75.-,.i I 4,470 2.:!35 I 5,895 2.950 ! (~o ;;so I ~J,, 2.3~ I 1. r~,=2.:190 "13.685 1.840 I 4.145 I 4,355 2.180 4.790 i ' 61/; 3.6o~ I.835 5.220 2.620 7.200 6,090 3.045 7.200 I I I 5.235 I i 8 3.665 1.835 i 5,580 2.790 i 6.090 3.045 1 300 4i/, 3.485 i 1.745 4,020 I 5,045 2.520 I 5.705 I 5.295 2.650 6.120 73/g 3.650 i 1.825 7.170 I 5.995 3,000 9.485 i 8.315 4.160 9.5:!0 9112 4,675 I 2.340 6.635 3.315 I 8.315 4,160 l 1/4 500 5111 4.535 I :!.270 5.820 i 6,595 3.300 I 7.365 I 8.410 4.205 ' 8.445 8 6.835 3.413 8.770 I 10,825 5.410 ll.Cl65 11,385 5.695· : 12.640 10 9.035 4.515 11.385 5.695 14,075 7.040 : For SI: l inch= 25.4 mm. I psi = 6.89 kPa. l lbf • ft= 1.355 818 .N · m. 1 Jbf = 4.45 N. 1The tabulated shear and tensile values are for anchors installed in stone-aggregate concrete having the designated ultimate compressive strength at the time ofinstallatioo. 2The holes are drilled with bi!S complying with.ANSI B212.15-1994. The bit diameter equals tht:! anchor diameter. 3Toese tension values are applicable only when the anchors are installed with special inspection as set fonh io Section 2.S. 4The minimum concrete thickness is I 112 times the emberlme:ll depth. or the embedment depth plus three times the anchor diameter. whichever is greater. S Allowable static loads may be increased one-third for earthquake or wind resistance in accordance with Section 1612.3.3 of the code. :-:o further increase is allowed. 6Toe anchors are illustrated as follows: ) I I i I -, +-~· --' '; :_ '· . ~ ~=. ' . lercial Real Estate Group 0 .. iif.1993 6.8 Foundation Recommendations Project No. 0113-001-00 Doc. #3-0205 Page 8 These recommendations are considered generally consistent with methods typically used in southern California. Other alternatives may be available. The foundation recommendations herein should not be considered to preclude more restrictive criteria of governing agencies or by the structural engineer. The design of the foundation system should be performed by the project structural engineer, incorporating the geotechnical parameters described in the following sections. 6.8.1 Foundation Design Criteria The following design criteria assumes that the recommended site preparation including moisture conditioning has been performed. Allowable Soil Bearing: Minimum Footing Width: Minimum Footing Depth: Minimum Reinforcement: 2,000 psf (allow a one-third increase for short-term wind or seismic loads) 12 inches 24 inches below lowest adjacent soil grade Two no.5 bars at both top and bottom in continuous footings. ' Lateral loads against structures may be resisted by frictihn between the bottoms of footings or slabs and the supporting soil. A coefficient of friction of 0.25 is recommended. Alternatively, a passive pressure of 250 lbs/ft3 is recommended for the portion of vertical foundation members embedded into compacted fill. If friction and passive pressure are combined, the passive pressure value should be reduced by one-third. Footings on slopes should be founded at a depth su~h that at thci distance between the lower outside edge of the footing and the face of the slope is at least 12 feet. U3Jf7/ ALLIED EARTH TECHNOLOGY ROBERT CHAN, P.E. P.O.BOX 1932eEL CAJON, CALIFORNIA 92022-1932 TELEPHONE(619)447-4747 June 29, 2001 CPS Printing 2304 Faraday Avenue Carlsbad, CA. 92008 Subject: Project No. 01-l 1.27D2 · Addendum to Update of "Report of Geotechnical Investigation" Existing Office Building Site 2304 Faraday Avenue ,Carlsbad, California Gentlemen: Reference is made to our Update of Report of Geotechnical Investigation for subject property, same Project Number as above, dated May 25, 2001. Based on a review of the building plans and structural calculations provided to us, it is our recommendation that a safe allowable soil bearing value of 2,000 psf may be used at the soil surface (iust beneath the concrete slab). - ALLIED EARTH TECHNOLOGY ROBERT CHAN, P.E. CPS Printing P.O.BOX 1932 • EL CAJON, CALIFORNIA 92022-1932 TELEPHONE(619)447-4747 May 25, 2001 2304 Faraday Avenue Carlsbad, CA 92008 Subject: Gentlemen: Project No. 01·1127D2 Update of "Report of Geotechnical Investigation" Existing Office Building Site 2304 Faraday A venue Carlsbad, California In accordance with your request, we have performed geotechnical engineering services for subject property, located at 2304 Faraday Avenue, in the City of-Carlsbad, State of California. The purpose of our work is to prepare an update report with current geotechical recommendations for the site development as presently proposed. The scope of our work includes a limited site investigation and a review of the following documents and files : "Report of Geotechnical Investigation -Proposed Commercial Buildings, 2300, 2304, and 2308 Faraday Avenue" prepared by Geotechnics Incorporated, dated June 29, 1993. Project File 94· 14E6 of Allied Earth Technology relative to additional grading on the site prior to construction in January, 1994 .. Report of Foundation Inspection, Proposed Commercial Building Sites, 2300 and 2304 Faraday Avenue, Carlsbad, California, dated March 4, 1994. Project No. 01-1127D2 CPS Printing 05/25/01 Page 2 2304 Faraday Avenue Deck Framing Plan/Elevation prepared by Western Pacific Storage Systems PROPOSED DEVELOPMENT It is our understanding that a mezzanine is proposed within the existing commercial building. SITE INSPECTION An inspection of the site was conducted by our firm on May 10, 2001, and the site was found to be generally of the same conditions as indicated in the above-mentioned soil report prepared by our firm. Rough grading on the site was completed during January, 1994. The observation of grading operation and the testing of fill soils placed were performed by our firm. The foundation trench excavations for the subject building were inspected by our firm in March, 1994, immediately prior to the pouring of concrete for the foundation and slab. FINDINGS, CONCLUSIONS AND RECOMMENDATIONS In general, we concur and agree with the findings, conclusions and recommendations presented in the above-mentioned Report, and said findings, conclusions and recommendations are still valid and applicable for the proposed development. The following addendum recommendations are made, however, as supplement to the recommendations presented in the subject Report, based on current site conditions. Project No. 01-1127D2 CPS Printing 05/25/01 Page 3 2304 Faraday Avenue If there are discrepancies, the addendum recommendations herein will prevail. Geologic Hazards 1. No faults or ancient landslides are known to exist at the site or in the immediate vicinity, and none were encountered during the course of our site inspection. The active Rose Canyon Fault zone has been mapped approximately 9.0 km. (5.6 miles) to the west. The active Elsinore Fault Zone lies approximately 38.1 km (23.8 miles) to the northeast. It is our opinion that the site could be subjected to moderate shaking in the event of a major earthquake along any of the above- mentioned faults; however the site is not considered to possess any greater seismic risk than that of the surrounding development. Soil Liquefaction 2. It is our opinion that due to the relatively high density of the competent natural and compacted soils prevailing at the site, the lack of near-surface groundwater and the grain size characteristics of the in-situ soils, the risk for seismically induced soil liquefaction is very low. Foundation and Slab Design 3. It is recommended that conventional spread or continuous footings that are a minimum of 12 and 24 inches in minimum horizontal dimension, respectively, and founded at least 18 inches below the lowest adjacent ground surface be designed for a maximum allowable soil bearing value of 2,000 pounds per square Project No. 01-1127D2 CPS Printing 05/25/01 Page4 2304 Faraday Avenue foot 4. The above safe allowable soil bearing value is for dead plus live loads only, and may be further increased by one third when considering wind and/or seismic forces. 5. It is recommended that any new continuous footings be reinforced with a minimum of 4 #5 rebars; two rebars located near the top, and the other two rebars near the bottom of the footings. Isolated pier footings should be reinforced with 2 #5 rebars in both directions, placed at mid height of footing. 6. The concrete slab should be 5 inches net in thickness, and reinforced with a minimum of #3 rebars @ 12 inches on center, placed at mid.height of slab. The concrete slab should be underlain by 4 inches of clean sand. In areas to be tiled or carpeted, a visqueen-type moisture barrier should be placed at grade and be overlain by one inch of protective sand cover. This moisture barrier should be heavily overlapped and sealed at splices. 7. It is recommended that any new foundation trench excavations be inspected by our firm prior to placement of concrete. UBC Seismic Coefficients 8. Ground Motion -The proposed structure should be designed and constructed to resist the effects of seismic ground motions as provided in Section 1625 of the Project No. 0l-l 127D2 CPS Printing 05/25/01 Page 5 2304 Faraday Avenue 1997 Uniform Building Code. The basis of the design is dependent on and considers seismic zoning, site characteristics, occupancy, configuration, structural system and building height. 9. Soil Profile Type -In accordance with Section 1629.3.1, Table 16-J, and the underlying geologic conditions, a site Soil Profile of Sc is considered appropriate for the subject property. 10. Seismic Zone-In accordance with Section 1629 and Figure No. 16-2, the subject site is situated within Seismic Zone 4. 11. Seismic Zone Factor (z)-A seismic zone factor of 0.4 is assigned based on Table 16-I. Since the site is within Seismic Zone 4, Section 1629.4.2 requires a seismic source type and near-source factor. 12. Near-source Factor (Na and Nv)-Based on the known active faults in the region and distance of the faults from the site, a Seismic Source Type B per Table 16-U, and Near Source Factor of Na= 1.0 per Table 16-S and Nv = 1.0 per Table 16-T are provided. 13. Seismic Coefficients (Ca and Cv) -Using the Soil profile Type and Seismic Zone Factor along with Table 16-Q and 16-R, the Seismic Coefficients are Ca= 0.40 and Cv = 0.58. Project No. 01-1127D2 CPS Printing 05/25/01 Page 6 2304 Faraday Avenue 14. A Seismic Response Spectrum for subject property is presented on Figure No. 1. Surface Drainage and Lot Maintenance ----------.------------------------------------15. Surface drainage should be controlled at all times. Positive surface drainage (such as drainage swales or area drains) should be provided to direct surface water away from the top of slopes and all structures toward the street or other suitable collective drainage facilities. Surface water should not be allowed to pond adjacent to footings. (3) Addressee L DESIGN RESPONSE SPECTRUM Seismic Zone: 0.4 Soil Profile: SC 2.5 ,--.-'- - - - ~ 2.0 0) ,.._ ...__... - C -0 ·-....., 1.5 ro ,_ ,.._ Q) ,.._ -Q) ,.._ (.) ,.._ (.) -<t: 1.0 -co -,_ ....., ~ (.) Q) 0.. Cl) 0.5 -~ " ~ - - - 0.0 I I I I I I I I I I l I I I I I I I I I I I I I I I I I I I I I I l l I I I I I 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 PKQJ[CT NO. 01· I l LTDZ. Period Seconds ~I(.. llf-E N0.1 . --ALLIED EARTH TECHNOLOGY ROBERT CHAN, P.E. 1466 PIONEER WAY, SUITE 8 EL CAJON, CALIFORNIA 92020 TELEPHONE (619) 447-4747 March 1, 1994 Lister Construction Co. 3365 Lakeview Terrace Escondido, CA. 92025 Attn Subject Mr. Ron Lister Project No. 94-14E6 Report of Foundation Inspection Proposed Commercial Building Site o1804-Faraday Avenue Carlsbad, California Dear Mr. Lister : In accordance with your request, we have inspected the foundation excavations for the proposed commercial building site located at 2304-Faraday Avenue, in the City of Carlsbad, California. The results of the inspection indicated that the foundation trench excavations are founded in compacted fill soils, and are of such widths, depths and reinforcement as shown on the approved foundation plans. This opportunity to be of service is sincerely appreciated. Should you have any questions rega~ding the contents of this report, please do n~~_ .. __ he-st·~t~o contact the RespectfuWsub itted, ALLIED E~T T HNOLOGY .,, .. IRober ; .. \_,,.-- > -·---., ALLIED EARTH TECHNOLOGY ROBERT CHAN, P.E. 1466 PIONEER WAY, SUITE 8 EL CAJON, CALIFORNIA 92020 TELEPHONE (619) 447-4747 Lister Construction Co. 3365 Lakeview Terrace Escondido, CA. 92025 Attn: Mr. Ron Lister March 1, 1994 Subject Project No. 94-14E6 Report of Foundation Inspection Proposed Commercial Building Site o?304-Faraday Avenue Carlsbad, California Dear Mr. Lister : In accordance with your request, we have inspected the foundation excavations for the proposed commercial building site located at 2-304-Faraday Avenue, in the City of Carlsbad, California. The results of the inspection indicated that the foundation trench excavations are founded in compacted fill soils, and are of such widths, depths and reinforcement as shown on the approved foundation plans. This opportunity to be of service is do no~ .... hes·t~~~-o contact the Respectful,,l11/sub itted, ALLIED E)sRT T HNOLOGY .>~ .. \_ ....... ' Should please • .> -----....... ALLIED EARTH TECHNOLOGY ROBERT CHAN, P .E. 1466 PIONEER WAY, SUITE 8 EL CAJON, CALIFORNIA 92020 TELEPHONE (619) 447-4747 Lister Construction Co. 3365 Lakeview Terrace Escondido, CA. 92025 Attn Mr. Ron Lister March 1, 1994 Subject Project No. 94-14E6 Report of Foundation Inspection Proposed Commercial Building Site o1o04-Faraday Avenue Carlsbad, California Dear Mr. Lister : In accordance with your request, we have inspected the foundation excavations for the proposed commercial building site located at 2,04-Faraday Avenue, in the City of Carlsbad, California. The results of the inspection indicated that the foundation trench excavations are founded in compacted fill soils, and are of such widths, depths and reinforcement as shown on the approved foundation plans. · sincerely appreciated. Should this report, please r ! I r I r i I ' r i r I ' r I r ,.----. :. -_;~ e O t e Ch n i CS lncorp.orated June 29, 1993 · C B Commercial Real Estate Group 5130 Avenida Encinas Carlsbad, California 92008 ATTENTION: Mr. Doug Simpson SUBJECT: REPORT OF GEOTECHNICAL INVESTIGATION Proposed Commercial Buildings Gentlemen: 2300, 2304, and 2308 Faraday Avenue Carlsbad Research Center Carlsbad, California Principals: Anthony F. Belfast Michael P. lmbriglio W. Lee Vanderhurst Project No. 0113-001-00 Doc. #3-0205 The following report presents the findings, conclusions, and recommendations of our geotechnical investigation of the subject site. Our investigation encompassed three commercial building sites with surrounding parking areas. In general, our findings indicate that the subject site is underlain by a variable thickness of fill overlying bedrock of the Point Loma Formation. No geotechnical conditions were apparent which would preclude the planned development of the lots. The major geotechnical factors that will impact the proposed development are the high expansion potential of the fill and bedrock materials, and the weathered condition of the surface soils. Such condit!ons are common to San Diego County. Recommendations are provided herein to mitigate these conditions. 1.0 PURPOSE AND SCOPE OF WORK The purpose of our investigation was to evaluate the existing geologic conditions at the site as they relate to the proposed improvements, and to make recommendations relating to the geotechnical aspects of project design. The recommendations contained herein are based on ; background research, a surface reconnaissance, subsurface exploration, laboratory testing, and professional experience in the general site area. Design values may include presumptive parameters based on professional judgement. Our scope of work was limited to: f ' \ P.O. Box: 26500-224 • San Diego California • 92196 Phone (619) 536-1000 • Fax: (619) 536-8311 \ f5i) c:lo(U?~ca i I . I I r I I l ! r i r ·r I r l I i ,-·- I I I I .- C B Commercial Real Estate Group June 29, 1993 Project No. 0113-001-00 Doc. #3-0205 Page 2 2.0 1. 1 Review of available literature related to general geotechnical conditions. We were . provided with a site plan prepared by Group One architects (SO-scale) and descriptions of the project. 1.2 A visual reconnaissance of the site, excavation of four exploration borings, and collection of soil samples to be used for laboratory testing. 1.3 Laboratory testing of selected soil samples to aid in evaluating strength properties, expansive potential, reactivity, and to classify the soil. 1.4 Engineering analysis of the conditions encountered to development recommendations for site preparation, foundation design, on-grade slabs, and earth retaining structures and pavements. 1.5 Assessment of general seismic conditions and geologic hazards affecting the area, and their likely impact on the project. 1.6 Preparation of this report. SITE DESCRIPTION The site consists of a relatively flat graded, vacant lot located north of Faraday Avenue. The lot is bound to the east, west and south by developed commercial/industrial buildings and parking lots. The northern boundary borders an ungraded natural area that slopes moderately to the north. Elevations of the graded pad are not shown on the site plan, however, they are assumed to reflect the sheet graded elevations of the Carlsbad Research Center (CRC) mass grading that took place over 10 years ago. Evidence of underground utility lines ,and street lights were observed within the site. Grasses and weeds cover the site, with some minor amounts of trash and building materials. I Prior to grading approximately 10 years ago, the building site consisted of a relatively flat ridge, with adjacent descending canyons to the north-east and north-west. The referenced mass grading plans indicate _that a cut/fill line parallels the north limits of grading, and passes through '' ,- . i r ! : r :1 i . ,-- I i : ,-- i r--! ! ' I ' r C B Commercial Real Estate Group June 29, 1993 Project No. 0113-001-00 Doc. #3-0205 Page 3 the northern two proposed buildings, however, these lines generally shift during grading and are affected by the removal depth of unsuitable· soils. 3.0 PROPOSED DEVELOPMENT The proposed development will consist of three, one to two story, concrete tilt-up structures. There were no specific building plans available at the time of our investigation. The approximate locations of the proposed buildings are shown on the Site Plan ·(Plate 1 ). The base map used for our site plan was prepared by Group One architects. The buildings will be surrounded by asphalt-concrete paved parking lots. Minor grading may be required to adjust building pad and parking lot grades. The anticipated loads for the structures will be typical for one to two story tilt- up construction . 4.0 GEOLOGY AND SUBSURFACE CONDITIONS The geology and subsurface conditions were evaluated by reviewing available documents pertinent to the site, and by drilling 4 borings. The borings were drilled with an 8-inch diameter hollow-stem continuous flight auger drill rig. The maximum depth drilled was 32 feet below existing grade. Our borings indicate that a variable thickness of fill overlies the Point Loma Formation Bedrock, of approximately 4 to 6½ feet. The approximate location of the borings is shown on Plate 1, Site Plan. The logs of the borings are presented in Appendix B. A description of the specific units observed follows. 4.1 Point Loma Formation The Point Loma Formation is typically characterized as an olive green-grey silty clay, that is massiv.e to thickly bedded, and poorly to moderately cemented with local gypsum seams. As encountered in the borings, the clay consisted of lean silty clay (CL). The t Point Loma Formation exhibits low plasticity, is very dense, and is highly expansive. r- 1 ! ' l r i i GEOTECHNICS INCORPORATED EXPLANATION Approximate Location of Boring SITE PLAN 2300, 2304, 2308 Faraday A venue Carlsbad, California PROJECT NO. 0113-001-00 DOCUMENT NO. 3-0205 FIGURE NO. 1 C B Commercial Real Estate Group June 29, 1993 4.2 Fill Project No. 0113-001-00 Doc. #3-0205 Page 4 Fill was observed in all of the exploratory borings and consisted primarily of olive green- grey lec1n silty clay (CL), has low plasticity, is dry to moist, and firm to hard. The surface of the fill was dry to approximately 18 inches, and was desiccated with small open ground cracks. The fill materials were derived from the Point Loma Formation, and are also highly expansive. 4.3 Groundwater No seepage or groundwater was observed in our investigation. Changes in rainfall, irrigation, or site drainage could produce seepage or locally perched groundwater · conditions within the soil or bedrock underlying the site. 5.0 GEOLOGIC HAZARDS AND SEISMICITY 5.1 Geologic Hazards The subject site is not located within an area previously known for geologic hazards, including active faulting, nor was evidence of past soil failures or faulting noted in our investigation. 5.2 Seismicity and Faulting The subject site is located about 7 miles east of the Rose Canyon fault zone. It has recently been suggested that this fault is active, capable of generating a magnitude 6.4 earthquake (maximum probable event). The estimated peak site. ground acceleration for such and event is q.36g. Design of structures should comply with the requirements of the governing jurisdictions, building codes and standard practices I of the Association of Structural Engineers of California. Groundbreaking due to active faulting is considered to have a low potential, due to the distance from active fault traces. / C B Commercial Real Estate Group June ·29, 1993 6.0 . CONCLUSIONS AND RECOMMENDATIONS 6.1 General Discussion Project No. 0113-001-00 Doc. #3-0205 Page 5 No geotechnical conditions were apparent during the investigation which would preclude construction of the three buildings as planned. The most significant geotechnical constraints noted are the presence of expansive fill soil and bedrock materials, and the potential for a minor transition between bedrock and fill soils underlying the site. Additionally, the existing surface soils are weathered including desiccation and e~pansive cracking. It is recommended that the upper 4 feet of soils underlying the proposed buildings be removed and recompacted. During recoi:npaction, the soils should be moisture conditioned to four percent over the optimum moisture content, to mitigate the expansive potential of the building pad soils. The remainder of this report presents recommendations in detail. These recommendations are based on empirical and analytical methods typical of the standard of practice in southern California. If these recommendations appear not to cover any specific feature of the project, please contact our office for additions or revisions to the recommendations. 6.2 Plan Review . It is recommended that foundation plans, and grading plans be reviewed by Geotechnics Incorporated prior to plan finalization. 6.3 Site Preparation For the entire site, all existing vegetation and construction debris should be excavated and hauled off site. Site preparation should then be performed consisting of the removal and compaction of four feet of existing soil in the areas of the proposed structures. The removals should extend laterally beyond the limits of proposed structures to a distance of 5 feet. The bottom of the resulting excavation should then be observed by a representative of Geotechnics Incorporated to evaluate if conditions are as anticipated. r i ,- ,-- ! ! ,-; ,- ' ,-· j : ' : r- ! ' C B Commercial Real Estate Group June 29, 1993 Project No. 0113-001-00 Doc. #3-0205 Page 6 If conditions are as anticipated, the removed soil should then be replaced as a uniformly compacted fill as described in Section 6.5. In areas that will be paved, it is recommended that the existing soil be recompacted to a minimum depth of 12 inches, and be recompacted to at least 95% of ASTM 1557. 6.4 Excavation Observation ·Foundation excavations and site grading excavations should be observed by Geotechnics Incorporated. During grading, Geotechnics Incorporated should provide observation and testing services continuously. Such observations are considered essential to identify field conditions that differ from those anticipated by the preliminary investigations, to adjust designs to actual field conditions, and to determine that the grading is accomplished in general accordance with the recommendations of this report. Re·commendations presented in this report are contingent upon Geotechnics Incorporated performing such services. Our personnel should perform sufficient testing of fill during grading to support our professional opinion as to compliance with compaction recommendations. 6.5 Fill Compaction All fill and backfill to be placed in association with site· improvements should be accom- plished at a minimum of four percent over optimum moisture conditions and using equipment that is capable of producing a uniformly compacted product. The minimum relative compaction recommended for fill is 90 percent of maximum density based on ASTM 01557 (modified Proctor). Sufficient observation and testing should be performed by the geotechnical consultant so that an opinion can be rendered as to the compaction achieved. Fill should contain no rock material greater that :12 inches in greatest ·dimension. Imported fill sources, if needed, should be observed prior to hauling onto the site to determine the suitability for use. Representative samples of imported materials and on site soils should be tested by the geotechnical consultant in order to evaluate their app~opriate engineering properties. Imported soil should have an expansion index of no more that 60 based on ASTM Test Method 4829. r r \ C B Commercial Real Estate Group June 29, 1993 Project No. 0113-001-00 Doc. #3-0205 Page 7 During grading operations, soil types other than those analyzed in the geotechnical reports may be encountered by the contractor. The geotechnical consultant should be notified to evaluate the suitability of these soils for use as fill and as finish grade soils. 6.6 Fill Slopes The construction of compacted fill slopes should be performed in accordance with section 6.5, Fill Compaction. The slope faces should be compacted to the recommended 90 percent, either by rolling with a sheepsfoot roller or suitable heavy equipm~nt, or by overfilling the slope ~nd cutting back to design grade. Fill slopes should be constructed at slope ratio of 2:1 (horizontal:vertical) or flatter, however a slope ratio of 1.5:1 may be used for slopes up to a maximum height or's feet. 6. 7 Site Drainage Foundation and slab performance depends greatly on how well the runoff waters drain from the site. This is true both during construction and over the entire life of the structure. The ground surface around structures should be graded so that water flows rapidly away from the structures without ponding. The surf ace gradient needed to achieve this depends on the prevailing landscape. In general, we recommend that pavement and lawn areas within five feet of buildings slope away at gradients of at least two percent. Densely vegetated areas should have minimum gradients of at least five percent away from buildings in the first five feet. Densely v~getated areas are considered those in which the planting type and spacing is such that the flow of water is impeded. Planters should be built so that water from them will not seep into the foundation, slab, or pavement areas. Site irrigation should be limited to the minimum necessary to sustain landscaping plants. Should excessive irrigation, w~ter line breaks, or unusually high rainfall occur, saturated zones or "perched" groundwater may develop in fill soils. Any subgrade portions of the site should have a back-drain constructed for exterior walls. -:::::2::s( = r i I C B Commercial Real Estate Group June 29, 1993 6.8 Foundation. Recommendations Project No. 0113-001-00 Doc. #3-0205 Page 8 These recommendations are considered generally consistent with methods typically used in southern California. Other alternatives may be available. The foundation recommendations herein should not be considered to preclude more restrictive criteria of governing agencies or by the structural engineer. The design of the foundation system should be performed by the project structural engineer, incorporating the geotechnical parameters described in the following sections. 6.8.1 Foundation Design Criteria The following design criteria assumes that the recommended site preparation including moisture conditioning has been performed. Allowable Soil Bearin_g: Minimum Footing Width: Minimum Footing Depth: 2,000 psf (allow a one-third increase for short-term wind or seismic loads) 12inches 24 inches below lowest adjacent soil grade Two no.5 bars at both top and bottom in continuous footings. Lateral loads against structures may be resisted by friction between the bottoms of footings or slabs and the supporting soil. A coefficient of friction of 0.25 is recommended. Alternatively, a passive pressure of 250 lbs/ft3 is recommended for the portion of vertical fou_ndation members embedded into compacted fill. If friction and passive pressure are combined, the passive pressure value should be reduced by one-third. Footings on slopes should be founded at a depth suc_h that at th~ distance between the lower outside edge of the footing and the face of the slope is at least 12 feet. ,- r I I I r I I I ~ I ' C B Commercial Real Estate Group June 29, 1993 6.9 Seismic Design Project No. ·0113-001-00 Doc. #3-0205 Page 9 The recommended site coefficient for use in seismic design is soil profile S1 and S-Factor 1.2 in accordance with UBC criteria. This also corresponds to Soil Type 1 for normalized response spectra shapes. 6.10 Concrete On-Grade Slabs Slabs should be designed for the anticipated loading. If an elastic design is used, a modulus of subgrade reaction of 200 kips/ft3 should be suitable. As a minirn_urn, slabs should be at least 5 inches in thickness and be reinforced with at least #3 bars on 12 inch centers, each way. 6.10.1 Moisture Protection· for Slabs Concrete slabs resting on soil ultimately cause the moisture content of the underlying soils to rise. This results from continued capillary rise and the ending of normal evapotranspiration. As concrete is permeable, moisture will eventually penetrate the slab unless some protection is provided. To decrease the likelihood of problems related to damp slabs, suitable moisture protection measures should be used where moisture sensitive floor coverings or other factors warrant. A commonly used moisture protection consists of about four inches of clean sand covered by 'visqueen' pl_astic sheeting. In addition, two inches of sand are placed over the plastic to decrease concrete curing problems associated with placing concrete directly on an impermeable membrane. It has been our experience that such systems will transmit from approximately 6 to 12 pounds of moisture per 1000 square feet per day. This may be excessive for some applications. If more protection is needed, we recommend that the slab be underlain by at least_ 6-inches of minus 3/4-inch crushe? rock, with no plastic membrane. In addition, concrete with a higher cement content and a low slump should used to. On-site quality control shoul~ be used ito confirm the design conditions. r I C B Commercial Real Estate Group June 29, 1993 6.11 Reactive Soils Project No. 0113-001-00 Doc. #3-0205 Page 10 Sulfate content of the on-site soil indicates that Type If cement be used in all concrete which will be in contact with soil. The pH and resistivity values of on-site soil are shown in Appendix C, and may be utilized in the design life of buried metal structures. 6.12 Earth Retaining Structures Cantilever retaining walls should be designed for an active earth pressure approximated by an equivalent fluid pressure of 50 lbs/ft3. The active pressure should be used for walls free to yield at the top at least 0.1 percent of the wall height. For walls restrained so that such movement ·is not permitted, an equivalent fluid pressure of 75 lbs/ft3 should be used, based on at-rest soil conditions. The above pressures do not consider any sloping backfill, surcharge loads, or hydrostatic pressures. If these are aP.plicable, they will increase the lateral pressures on the wall and we should be contacted for additional recommendations. Walls should be fully back-drained to relieve any hydrostatic pressure and to decrease moisture permeation. The above lateral pressures assume the use of the on-site clays as backfill. Recognizing that these pressures are high, reduced pressures can be realized by using an imported granular soil in the backfill zone defined by a 1: 1 plane back from the wall footing. Typical active pressures for a nonexpansive sand would be 35 pcf, and typical at-rest pressures would be 55 pcf. Actual pressures should be provided after a review of the imported soil to be used. Retaining wall backfill should be compacted to at least 90 percent relative compaction, based on ASTM 01557. Backfill should not be placed until walls have achieved adequate structural strength. Heavy compaction equipment which could cause distress to walls should ·not be used. 6.13 Pavements Two traffic types are assumed: areas of light traffic and passenger car parking (Traffic Index = 4.0), and access drives and truck routes (Traffic Index = 5.5). The project civil engineer review these values to determine if they are appropriate. An R-Value of 5 was assumed, based on the high expansion potential and grain size analysis of on-site soils. Based on_ these assumptions, our analysis indicates that a minimum section of 3-inches of asphalt concrete over 6.5-inches of aggregate base should be suitable for light traffic ir ./ i . . ! ' .,., ., I .. r· I I ' l ' r I ,- 1 • I ! ' r I I l r-! I j r I ! i r-1 I . C B Commercial Real Estate Group June 29, 1993 Project No. 0113-001-00 Doc. #3-0205 · Page 11 areas. Three inches of asphalt concrete over 11.5-inches of aggregate base is . recommended for truck routes . The upper 12 inches of the pavement subgrade should be scarified, brought to about optimum moisture content, and compacted to at least 95 percent of maximum dry density as determined by ASTM 01557. Aggregate base should conform to CAL TRANS . specifications and should be compacted to at least 95-percent of ASTM 01557. · 7.0 LIMITATIONS OF INVESTIGATION This investigation was performed using the de9ree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional opinions included in. this report. The samples taken and used for testing and the observations made are believed representative of the project site; however, soil and geologic conditions can vary significantly between borings. As in most projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the geotechnical consultant and additional recommendations made, if warranted. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the necessary design consultants for the project and incorporated into the plans, and the necessary steps are taken to see that the contractors carry out such recommenda- . tions in the field. The find!ngs of this report are valid as of the present date. However, changes in the condition of a property can occur with the passage of time, whether due to natural processes or the work ' of man on this or adjacent properties. In addition, changes in applicable or appropriate standards of practice may occur from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by chang·es outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. *** . ' 'I ,-- • I 'i j . ,-. . I ,; . r- 1 ,. .·, .. . ·r : I 'i r . : :i ., I ., I I i j r j ! I C B Commercial Real Estate Group June 29, 1993 GEOTECHNICS INCORPORATED ~/./.?~~ Anthony F. Belfast, P.E.40333 Principal ----· ---- Project No. 0113-001-00 Doc, #3-0205 Page 12 Kenneth W. Shaw; C.E.G.1251 Project Geologist ·,-- 1 . l :• ,- : r- . r • l r ' I I ' r I l r . I r r i APPENDIX A REFERENCES . Algermissen, S. T., Perkins, D. M., Thenhaus, P. C., Hanson, S. L., and Bender, B. L., 1982, Probabilistic Estimates of Maximum Acceleration and Velocity in Rock in the Contiguous United States: U.S. Geological Survey Open-file Report 82-1033, 99 p. American Society for Testing and Materials, 1992, Annual Book of ASTM Standards, Section 4, Construction, Volume 04.08 Soil and Rock: Dimension Stone: Geosynthetics, ASTM, Philadelphia, PA, 1296 p . Bowles, J. E., 1982, Foundation Analysis and Design, 3rd ed.: New York, McGraw Hill, 816 p . California Division of Mines and Geology, 1975, Recommended Guidelines for Determining the Maximum Credible and the Maximum Probable Earthquakes: California Division of Mines and Geology Notes, Number. 43. Jennings, C. W., 1975, Fault Map of California: California Division of Mines and Geology, California, Geologic Data Map Series. Kennedy, M. P., and Peterson, G. L., 1975, Geology of San Metropolitan Area, California: California Division of Mines and Geology Bulletin 200, 56 p; Ploesset, M. R., and Slosson, J. E., 1974, Repeatable High Ground Accelerations for Earthquakes: California Geology, v. 27, no. 9, p. 195-199. Rick Engineering Company, 1981, "Grading Plans for Carlsbad Tract No. 81-10, Carlsbad Research Center", Sheet 11 of 13, Drawing No. 212-BA Spangler, M. G., and Handy, R. L., 1982, §.QlLEngineering, 4th ed.: New York, Harper & Row, 819 p . Wilson, K. L., 1972, Eocene and Related Geology of a Portion of the San Luis Rey and Encinitas Quadrangles, San Diego County, California: M.A. Thesis -(unpublished), U.· C. Riverside :·r ·! .•. '• ,• r-'' ··! 'I .. ; ! r i i r-1 I I r-1 l t ; .. / ,./ APPENDIX 8 FIELD EXPLORATION Field exploration consisted of a visual reconnaissance of the site and subsurface exploration. Four borings were drilled using a truck mounted 8-inch diameter hollow stem, continuous flight auger. The borings were advanced to a maximum depth of 32 feet. The approximate locations of the borings are shown on Plate 1. Logs describing the subsurface conditions encountered are presented in the Figures of Appendix B. Samples were collected using a standard 1.5-inch (internal diameter), split-tube drive sampler. The drive weight for samples collected during drilling with the hollow stem auger was a 140-pound hammer with a free fall of 30 inches. For each sample we recorded the number of blows needed to drive the sampler 6, 12, and 18 inches. The number of blows needed to drive the final 12 inches is shown on the attached logs under "blows per ft." Bulk samples were also obtained from auger cuttings at selected intervals. Borings were located by estimating using plans provided by Group One. The locations shown should not be considered more accurate than is implied by the method of measurement used. The lines designating the interface between soil and rock material on the boring logs are determined by interpolation and are therefore approximations. The transition between the materials may be abrupt or gradual. Further, soil conditions at locations between the borings may be substantially different from those at the specific locations explored. It s·hould be recognized that the passage of time can result in changes in the soil conditions repbrted in our logs. •. j ::r· . ' ·• l •. i r . I . .. I . :1 ., I , I I . ,-. I ' : ,-- ·: ! ; i , r-, . ,--- 1 I I r- ! • l .,.· -r ! ,........ I ' ,..-. I i ' • 1 I Logged by KWS Method of Orillin ffi' ti ~ ~ ii:' 0:: a. " w w :E :E ~ !:!::. D. ct ct ~ t Cl) Cl) Cl) ~ w ll:: U) ii!: -' z w a: ::, w Cl .., 0 m 0 m 1 2 3 23 ·Spl 4 5 ~ LOG OF EXPLORATION BORING N0.1 8 Inch Hollow Stem Auger Date: 6/9/93 Elevation: Exist. Grd. ;le w Ir ~ U) 0 :E 23 DESCRIPTION FILL: Lean silty clay (CL-ML) low plasticity, olive green-grey, moist, firm to hard, mottled colors LAB TESTS Grain Size Atterberg 6 ii 7 ...+--1--1--1--1:-.+-------------------------1· Expansion 8 74 Spl POINT LOMA FORMATION: Lean silly clay (CL-ML) low plasticity, olive green-grey, 20 moist, hard to very hard, becomes moderately cemented al 25 feet 9 10 11, 12 13 64 wm 14 !lll1 15 16 17 18 82/ Spl 10" 19 20 21 22 23 24 25 At 25 feet, slow drilling 26 27 28 92 !l 29 llllll1 Gypsum seams In sample 30 At 31.5 feet, very hard drilling ~ 1 otal uepth ;j.! Feet, NO Water, No c.;av,ng PROJECT NO. 0113-001-00 GEOTECHNICS INCORPORATED FIGURE: B-1 DARYL K. JAMES & ASSOCIATES, INC. i& A Firs & 8ulldlng Cods Resource NEGATIVE IMPACT OPINION & REPORT CPS Printf ng Storage Platform 2304 Faraday Avenue Carl5l,ad, CA 92008 205.Collna Terrace Vl~ta, CA 82084 T (760) 724-7001 F (760) 724-7047 .. .,,,. DARYL K. JAMES & A660CIA TES, INC. -A Fire & 6ulldlng Code Reeouroe May 16, 2001 Carlsbad Fire Department 1935 Faraday Avenue Carlsbad, CA 92008 Re: Project: Negative Impact Opinion & Report CPS Printing Storage Platform 2304 Faraday Carlsbad, CA 92008 I OVERVIEW Daryl K. James & Associates, Inc. has prepared the information presented herein at the request of Martin Solarsh, CPS Printing. This Negative Impact Opinion & Report addresses conditions applicable to the installation of a platform storage system, for compliance with the 1998 editions of the California· Building Code, California Fire Code, California Mechanical Code and the most current editions of nationally recognized standards as they relate to the described uses and occupancies. This report presented to you is complete and provides an adequate level of fire and life safety to the occupants of the building. II DESJGNTEAM Compliance with California Code requirements, is based on data provided to Daryl K. James by the following design team contacts: Martin Solarsh CPS Printing 2304 Faraday Avenue Carlsbad, CA 92008 (760) 438-9411 Ext. 202 Western Pacific Storage Systems (800) 235-6915 ID SCOPE/PROJECT DESCRIPTION This report is presented with construction documents by Western Pacific Systems as part of a complete plan submittal package for the installation of a storage platform. Review of such plans and documents for the conditions and requirements addressed herein is outside the scope of this report. Discrepancies between the information presented herein and actual conditions presented on the plans are the sole responsibility of CPS Printing. Verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report. CPS Printing Page 2 of 4 DARYL K. JAME6 & A660CIATE6, INC. -A Fire & 6ulldlng Code Reeourae IV NEGATIVE IMPACT CPS Printing has occupied this building since 1992, There will be no operational cha;nges, and no increase of hazards to existing, previously approved operations. The addition of a platform approximately 4,000 square feet in area is proposed exclusively for the storage of finished printed materials and is separated from existing printing operations by the height and sprinklered underdeck of the proposed platform. Daryl K. James & Associates, Inc. will demonstrate, through code references, that the storage of materials, attending the building design, will be adequately protected. Conditions other than the platform storage system addressed or described herein are outside the scope of this report. V PURPOSE OF REPORT • Identify and develop methods of protection from potentially hazardous conditions. • Present a design analysis relative to the acceptance of technologies, processes, products, facilities, materials and uses attending the design, operation or use of the building. VI REPORT ELEMENTS • Provide a commodity analysis, detail methods of storage and recommend maintenance guidelines in accordance with recognized standards. • Set limitations or conditions of operations necessary to achieve and maintain control of hazardous materials and operations, and recommend methods to mitigate hazards to comply with applicable code requirements to ensure fire ·and life safety to the occupants of the building. • Evaluate building egress systems. • Ou~line general safety procedures for occupant safety and building protection. • Evaluate proposed conditions and offer an opinion relative to fire and life safety conditions attending the design of the building and the uses within. VII CODE ANALYSISllECHNICAL REFERENCES The purpose of the Code Analysis is to provide the CPS Printing design team with technical information and guidelines applicable to both the design and maintenance of storage operations. The following applicable codes and standards have been referenced for this evaluation: 1998 California Codes are the 1997 Uniform Codes as amended by the State. • 1998 California Building Code (CBC) • 1998 California Fire Code (CFC) • 1998 National Fire Protection Association Standard (NFP A) 13. DARYL K. JAMES & A660CIATE6, INC. -A Fire & 6ulldln0 Code Reeouroe CPS Printing Page 3 of 4 VIII PLATFORM STORAGE EVALUATION The information presented herein details proposed storage conditions on the storage platform as described to ~d understood by this report preparer. The storage of plastics, flammables, idle pallets, rubber tires are not planned for this building. Combustibles will not exceed a height of 12 feet; therefore, this area will not be considered "High-Piled Storage" as defined in CFC Section 209-H (Technical Reference No. 1) Platform Storage (Group S, Division 1) Storage Array Existing Ceiling Sprinkler Density Commodity Classification Approx. 4,000 sq. ft. Commodities Stored on Wood Pallets .33/3000 Class III Commodities: . Flattened cardboard boxes, finished paper products on wood pallets Fire Protection of Commodities Stored on Pallets An Ordinary Hazard Group 2 designed system is required for palletized storage, Class III Commodity Classification, in accordance with NFPA 13 Table 7-2.3.2.2. The existing Extra Hazard Group 1 (.33/3000) sprinkler system is more than adequate fire protection for palletized storage. (Technical Reference No. 2) Fire Extinguishers 2A10:BC rated fire extinguishers will be provided within every 50 feet of foot travel. IX EGRESS SYSTEM CPS Printing has indicated that they comply with applicable Code requirements for egress. The basic layout of the building is in conformance with the exiting and egress requirements of Article IO of the 1998 CBC. All exit doors are at least 3 feet wide, 6' 8" in height, and proper exit signs over each exit doorway are provided. Exit Doors • Openable without the use of a key or special knowledge. • MainU:1-ined accessible and free from obstructions at all times. Aisles • Provided from all occupied points if the building furnishings, equipment, etc. • Non-public ~ccessible: >/=24 in. and public accessible; >/=36 in. Travel Distance • S-1 Occup: </=400 ft. CPS Printing Page4 of4 DARYL K. JAMES & ASSOCIATES, INC. -A Fire & 6ullalng Code Reeouroe Access Roadways . Existing access roadways with a minimum width of 20 feet are provided and will be maintained within 150 feet of all portions of the building's exterior walls. Hydrants, Fire Department Connection And Sprinkler Valves A 3-foot clear-space will be maintained around the circumference of fire department equipment. All equipment will be maintained operable. X GENERAL SAFETY PROCEDURES • Storage commodity, height and aisle widths will be maintained in accordance with the terms of this report. • Any change to operations shall be approved by the City of Carlsbad prior to implementation. • All employees will receive special training on the use of portable fire extinguishers of the types to be provide~ in the building. • An evacuation plan will be posted and drills will be conducted quarterly and logged for fire department review. • Exit doors will be maintained unobstructed and will be opened weekly to ensure operation. XI . OPINION Based on the code research conducted in support of the development of this fire protection report, and the recommendations provided herein, it is our opinion that this building will be in full compliance with the 1998 editions of the California Fire Code and the California Fire Code as they relate to the described use and occupancy. It is of the opinion of Daryl K. James & Associates, Inc. that this fire protection plan is complete and provides an adequate level of fire and life safety for the occupants of the building. Respectfully submitted, Daryl K. James, CA State Certified FPO III President/Chief Consulting Officer TECHNICAL REFERENCE No, 1 ............. ~-· 208 209 ~ GA RA GE, PRIVATE, is a building or a portion of a·building, ~ not more than 1,000 square feet (92.9 m2) in area, in which only ~ motor vehicles used by the tenants of the building or buildings on ~ 1h1: premises are stored or kept. B s GARAGE, PUBLIC, is any garage other than a private garage. GAS CABINET is a fully enclosed, noncombustible enclosure usc:J 10 prol'1de an isolated environment for compressed gas cylin- J<.?rs 1n storage or use. Doors and access ports for exchanging cyl- 1lllkrs :rnd aceessing pressure-regul~ting controls are allowed to bi: 111..:luded. t GAS ROOM is a separately ventilated, fully enclosed room in wh1L·h only compressed gases and associated equipment and sup- rlii:, :1rt.' s1ored or used. GE.\'ERAL-PURPOSE WAREHOUSE is a detached bu1IJing or a separate portion of a building used for storage or 11 arehousing operations involving mixed commodities. ~ GRANDSTANDS are tiered or stepped seating facilities ~ 11 herein ,in area of more than 3 square feet (0.28 m2) is assigned B for each person when computing the occupant load. GROL·~D PIECE is a pyrotechnic device that functions on the gruunJ Ground pieces include fountains, roman candles, wheels :,nJ Si:t pieces ~ CL' EST is any person hiring or occupying a room for living or B ,kep1ng purposes. C L'.\'POWDER is any of various powders used in firearms and ,mall :im1s ammunition as propelling charges. SECTION 209 -H I HA.\'DLI:'-/G is the deliberate movement of materialby any m~ans 10 a point of storage or use. H . .\ZARDOUS CHEMICAL REACTION is a reaction 11 h1..:h generates pressure or byproducts which could cause injury, 1/lnc"ss or harm 10 humans, domestic animals, livestock or wildlife. HAZARDOCS FIRE AREA is land which is covered with ~ra,,. grain hrush or forest, whether privately or publicly owned, 11111..:h 1s so situated or is of such inaccessible location that a fire vng1n:iting upon such land would present an abnonnally difficult Jl>h 01 ,l1ppress1on or would result in great and unusual damage 1hrough fire or resulting erosion. Such areas are designated by the ,·h1cf on :1 map mairnained in the office of the chief. H .\ZA RDOUS :\1ATERIALS are those chemicals or >t1b,1an..:c, which are physical hazards or health hazards as Jet'111.:J anJ classified in Anicle 80 whether the materials are in u,.it'lk clr waste condition. H..\Z..\RDOL'S PRODUCTION MATERIAL (HPM) is a ,ol1d. I 1yu1d or gas associated with semiconductor manufacturing thJt h.1:, a degree-of-hazard rating in health, flammability or :\'J,·t1111: of Class 3 or 4 as ranked by UFC Standard 79-3 and ,, h1..:h 1, used directly in research, laboratory or production pr,xc,5es 11 h1ch have as their end product materials which are not h:.1z:mious HAZARDOUS WATERSHED FIRE AREA is a location 11 ilh1n 500 feet ( 152.4 m) of a forest or brush-, grass-or ~r.,1n-,ul'creJ land. exclusive of small individual lots or parcels of 1.,nJ /o..:~lled outside of a brush-, forest-or grass-covered area. HE . .\I.TH HAZARD is a classification ofa chemical for which :~·~r..: ,, ,1a11st1cally significant evidence based on at least one ,tuJ> cunJucted in accordance with established scientific princi- ples 1ha1 acu1e or chronic health effects could occur in exposed p-.:r,un,. He~lth hclzan.Js include chemicals which are carcinogens, 1-16 1998 CALIFORNIA FIRE CODE toxic or highly toxic materials, reproductive toxins, irritants, cor- rosives, sensitizers, hepatotoxins, nephrotoxins, neurotoxins, agents which act on the hematopoietic system, and agents which damage the lungs, skin, eyes or mucous membn:1nes. HEATING AND COOKING APPLIANCE is an electric, gas or oil-fired appliance not intended for central heating. HELIPORT is an area of land or water or a structure surface which is used, or intended for use, for the landing and take-off of helicopters, and any appurtenant areas which are used, or intended for use, for heliport buildings and other heliport facilities. HELISTOP is the same as a heliport, except that no refueling, maintenance, repairs or storage of helicopters is permitted. HIGH EXPLOSIVE is explosive material, such as dynam11e. which can be caused to detonate by means of a No. 8 test blasting cap when unconfined. HIGHLY TOXIC MATERIAL is a material which produces a lethal dose or lethal concentration which falls within any of the following categories: I. A chemical that has a median lethal dose (LDso) of 50 milligrams or less per kilogram of body weight when administered orally to albino rats weighing between 200 and 300 grams each. 2. A chemical that has a median lethal dose (LDso) of 200 milligrams or less per kilogram of body weight when administered by continuous contact for 24 hours, or less if death occurs within 24 hours, with the bare skin of albino rabbits weighing between 2 and 3 kilograms each. 3. A chemical that has a median lethal concentration (LCso) in air of200 parts per million by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust, when administered by continuous inhalation for one hour. or less if death occurs within one hour, to albino rats weighing between 200 and 300 grams each. Mixtures of these materials with ordinary materials, such as water, might not warrant classification as highly toxic. While this system is basically simple in application, any hazard evaluation which is required for the precise categorization of this type of ma- terial shall be performed by experienced, technically competent persons. HIGHLY VOLATILE LIQUID is a liquid with a boiling point of less than 68°F (20°C). HIGH-PILED COMBUSTIBLE STORAGE is storage of combustible materials in closely packed piles or combustible materials on pallets, in racks or on shelves where the top of swragc is greater than l 2 feet (3658 mm) in height. When required by 1he chief, high-piled combustible storage also includes certain high- hazard commodities, such as rubber tires, Group A plastics, flam- mable liquids, idle pallets and similar commodities, where the top of storage is greater than 6 feet ( 1829 mm) in height. HIGHWAY is a public street or public road. HOGGED MATERIAL is a mixture of bark, chips, dust or I other pieces of natural wood by-products. HORIZONTAL EXIT is a wall which completely divides a a floor of a building into two or more separate exit-access areas to ~ afford safety from fire and smoke in the exit-access areas of inci-~ dent origin. ~ HOTEL is any building containing six or more guest rooms ~ intended or designed to be used, or which are used, rented or hired ~ out to be occupied, or which are occupied for sleeping purposes by ~ guests. s HPM FLAMMABLE LIQUID is an HPM liquid that is de- fined as either a Class l flammable or Class II or Class Ill-A com-I bustible liquid. TECHN!CA.L REFERENCE No, 2 ..... -..................... ~ .... ·------. .!. ,,. •· 13-l'l-! INSTALLATION OF SPRINKLER SYSTEMS Table' 7-2.3.2.2 Discharge Criteria for Miscellaneous Storage and Storage 12 ft (3.7 m) or Less in Height,1 Commodity Classes I lhrough rv Commodity Classification II up tu tl ft (°:d.-1 m) II 111,,'I' S !'1 (':d . ..J 111) up to 12 ft (3.6 m) 111 I\' up to 10 !'t ('.l ml I\ 111 <' r I t, It ( :l 111) lll l '2 ft ('.Hi m) Group A Plastics Stored on Racks Storage . Maximum Height Building Height L p tu :i ft No limit (ht' 1 .i ft tu I O ft 15 ft 01,1' j ft LO 10 ft 20 ft (ht r I() IL to I 2 ft 17 ft ()1 Cl I I) f't lO 12 ft No limit Palletized and Bin Box OH-1 OH-1 OH-2 OH-2 OH-2 OH-2 Cartoned Solid Expanded OH-2 OH-2 EH-I EH-1 EH-2 EH-2 EH-22 EH-22 OH-2 OH-2 + 1 level in-rack5 + I level in-rack" Croup A Plastics Solid Piled, Palletized, Bin-Box1 or Shelf Storage Storage Maximum Height Building Height l 'p tu :i It No limit 01,rSfttolUft 15 ft (J1vr :·1 ft to IO fl 20 ft (Jl,·1 :1 It t,i ~ ft No limit ()1 l'I 11} fl lU J2 fl 17 ft ( hvl !U It l<> !':d ft 27 ft .\1iscellaneous Tire Storage3 Piling Methods U11 iluur. ,,11 sicit• t J1, 1lullr. u11 trc:cac! or on side ~1111;lt-. clouhk. ur multirow racks on tr,·.,cl "' un s1clc :i1111(lt· 1 u1, racJ.... portable, on tread. or on ,l(k :i111"a,k 11J\\' r.1d., fo:ec!, on tread or on ,ICk 1 999 E d1t,on Solid OH-2 EH-1 EH-2 EH-2 EH-2 Cartoned Expanded OH-2 EH-1 EH-2 EH-2 EH-2 Height of Storage 5 ft to 12 ft To 5 ft To 5 ft 5 ft to 12 ft 5 ft to 12 ft Solid OH-2 EH-2 EH-2 EH-22 OH-2 Rack OH·l OH-1 OH-2 OH-2 OH-2 EH·l Exposed Expanded OH-2 EH-2 OH-2 +l level in-rack" EH-22 OH-2 +I level in-rack" + I level in-rack:, Solid OH-2 EH-2 EH-2 EH-2 Exposed Expanded OH-2 EH-2 EH-2 EH-2 Occupancy Group EH-I OH-2 OH-2 EH-1 EH-I or OH-2 plus one level of in-rack sprinklers I I I I I I I I I I I I I J~ I I I I I Dacyi K. Jamee &Aeeoo~ lno. i!1J A Are & Building Code Reaouroe 205 Colina T erraoe Vlata, CA 92084 T. 760 724-7001 F 760 724·7047 E-mail kltflre@aol.oom FIRE PROTECTION HAZARDOUS MATERIALS TECHNICAL OPINION & REPORT CPS Printine, 0perationa 2304 Faraday Avenue Carlal,ad, CA 92008 I I I I I I I I I I I I I I I I I I I DARYL K. JAMES & A550CIATE5, INC. -A Fire & Building Code Reaource July 26, 2001 Carlsbad Fire Department 1935 Faraday Avenue Carlsbad, CA 92008 Re: HAZARDOUS MATERIALS FIRE PROTECTION TECHNICAL OPINION & REPORT Project: CPS Printing Operations_ 2304 Faraday Carlsbad, CA 92008 I OVERVIEW Daryl K. James & Associates, Inc. has prepared the information presented herein at the request of Martin Solarsh, CPS Printing. This report addresses conditions applicable to existing printing operations, for compliance with the 1998 editions of the California Building Code, California Fire Code, California Mechanical Code arid the most current editions of nationally recognized standards as they relate to the described uses and occupancies. This report presented to you is complete and provides an adequate level of fire and life safety to the occupants of the building. II DESIGN TEAM Compliance with California Code requirements, is based on data provided to Daryl K. James by the following design team contacts: Martin Solarsh Jim McCabe CPS Printing 2304 Faraday Avenue Carlsbad, CA 92008 (760) 438"9411 Ext. 202 ill SCOPE/PROJECT DESCRIPTION This report is presented as an addition to a report dated May 16, 2001, submitted with documents by Western Pacific Systems as part of a plan submittal package for the installation of a storage platform. This report is specific to the storage, use and handling of materials presenting physical and health hazards, presented by existing printing operations. Discrepancies between the information presented herein and actual conditions presented on the plans are the sole respon~ibility of CPS Printing. Verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report. I I I I I I I I I I I I I I I I I I I DARYL K. JAMES & ASSOCIATES, INC. -A Fire & Building Code Reeource CPS Printing Page 3 of 6 VIII HAZARDOUS MATERIAL EVALUATION Hazardous Materials Inventory Statement (HMIS) PRODUCT IN STORAGE STATE CABINET USE-CLOSED USE-OPEN CFC CLASSIFICATION Press Oil 55 gal Blanket Wash 40 gal AW 6000 12 gal Ultra #1 Roller Wash 10 gal Anchor Emerald ADAS 20 gal FujiHD61 20 gal Prisco 2451 IO gal Alkaless R 10 gal 1124 Gloss Coat 220 gal 1213 Satin Coat 110 gal 1232 Matte Coat 110 gal Kramer Black Ink 200 lbs Kramer Cyan Ink 50 lbs Kramer Magenta Ink 50 lbs Kramer Yell ow Ink 50 lbs Kramer PMS Ink 1200 lbs Ink & Solvent Waste 55 gals Toyo Black Ink 220 gals Toyo Cyan Ink 220 gals Toyo Magenta Ink 220 gals Toyo Yellow Ink 220 gals Fuji CA-1 Developer 2. 75 gals Fuji CA-IR Replenisher 2. 75 gals Fuii FN-6 Finisher 20 gal Fuji DN-5M Developer 8 gal Fuji Fixer 5 gal Fuji Hardner 1.5 gals SLM-AC Activator 4 gal Ph sical Hazardous Materials co· Hazard Classification CLI-B CL II CL III-A CL III-B Storage Qty 515 gals 1550lbs YIN L y L y L y L y L N L y L N L y L N L N L N L N L N L N L N L N L y L N L N L N L N L N L N L N L N L N L N L N arative Summa Open-Use QTY 55 gals 5 gals 5 gals 5 gals 5 gals 5 gals 5 gals 5 gals 5 lbs 5 lbs 5 lbs 5 lbs 5 lbs 5 gals 5 ~als 5 gals 5 gals 2.5 gals 2.5 gals 5 gals 7 gals 4 gals 11 gals 3 gals QTY CLIII-B 1 Gal CL II, Irr . 12 gals CL II, Irr, Ohh . 12 gals CL II, Irr, Ohh . 12 gals CL III-B, Corr . 5 gals CL I-B, Irr . 5 gals Irr . 5 gals CL III-A, Irr, Ohh . 5 gals CL III-B, Irr . 5 gals CL III-B, Irr . 5 gals CL III-B, Irr 5· lbs CL III-B, Irr, Sens 5 lbs CL III-B, Irr, Sens 5 lbs CL III-B, Irr 5 ibs CL III-B, Irr 5 lbs CL III-B, Irr CL II, Irr, Ohh . 5 gals Irr . 5 gals Irr, Sens . 5 gals Irr, Ohh . 5 gals Irr, Ohh . 25 gals Irr . 25 gals Irr, Sens 1 gal Irr, Ohh 1 gal Irr, Ohh 1 gal Irr I gal Corrosive I gal Corrosive, Ohh tAnwunts 5 als 5 als 75 gals 25 lbs Closed-Use Exem tAmts 26,400 gals 26,400 als 591.75 gals 1,575 lbs H lhR eat azar ous ateria s omparative . l C s ummaryto Ex empt A nwunts Hazard Classification Storage Qty Storage Open-Use Open-Use Closed-Use Closed-Use Storage & ExemptOtv ExemptAmts ExemptAmts Use Irritant 1,265. 5 gals N.L. 9. 75 gals 1,000 gals 66 gals N.L. 1,441.25 gals 1,550 lbs 25 lbs 1,000 lbs 25 lbs 1,600 lbs Corrosive 25. 5 gals 1,000 gals 2 gals 200 gals 19 gals 1,000 gals 46. 5 gals Sensitizer 222. 75 gals N.L. .25 gals 1,000 gals 2.5 gals N.L. 225.5 gals 250 lbs 10 lbs 1,000 lbs 10 lbs 270 lbs Other Health Haz 527 gals N.L. 1.75 gals 1 000 gals 15 gals N.L. 543.75 gals I I I I I I I I I I I I I I I I I I I DARYL K. JAMES & A660CIATE6, INC. -A Fire & Bulldlng Code Reeouroe CPS Printing Page 4 of 6 Aggregate quantities of materials, for storage and use identified in the Hazardous Materials Inventory Statement and the Hazardous Materials Comparative Summary to Exempt Amounts are within allowable exempt amounts, in accordance CBC Tables 3-D & 3-E (Exempt Amounts of Hazardous Materials Presenting Physical and Health Hazards) (Technical Reference 1) IX STORAGE OF FLAMMABLE & COMBUSTIBLE MATERIALS Storage of Waste Materials Ink and solvent waste drum do not exceed 55 gallons and will be stored inside a listed and approved flammable liquid storage cabinet. The contents are routinely hauled off by a certified waste transporter and manifested. Quantities of flammable and combustible liquids in excess of 10 gallons used for maintenance purposes and the operation of equipment will be stored in flammable liquid storage cabinets. Quantities not exceeding 10 gallons are allowed to be stored outside of the cabinet when in listed self-closing containers in locations approved by the AHJ. Liquid Storage Cabinets (Technical Reference No.2) • Combined total quantities of all liquids within a cabinet do not exceed 120 gallons. • Cabinets are provided with a conspicuous label in red letters or contrasting background which reads Flammable -KEEP FIRE AW A Y • Doors are well fitted, self-closing and equipped with a latch. • Bottom of cabinet is liquid tight to a height of at least 2 inches. • Cabinets are constructed of approved wood or metal as per CFC 7902. 5. 9. 3. 4 Storage Near Means o/Egress Class I, II or III-A liquids are stored away from exit-access doorways or in a location that would not impede egress in accordance with 7902.5.5 (Technical Reference 3) XIII USE OF CLASS I-B, II & III-A LIQUIDS In accordance with CFC Section 7903.2.2.4, cleaning operations conducted outside of listed and approved machines or designated rooms or buildings using Class I-B, I-C, II, or III-A liquids do not exceed that necessary to facilitate maintenance cleaning operations. This section specifies that quantities shall not exceed 5 gallons. Maximum quantities of Class I-B, II, & III-A are less than 1 gallon for cleaning purposes. Ventilation Mechanical "'.entilation, submitted by Slayton Mechanical, was approved as part of a complete plan submittal package in 1994 in accordance with CFC Section 7903.2.3.4.2. Continuous mechanical ventilation is provided at a rate of not less than 1 cubic foot per minute per square foot of floor area over the design area with provisions for introduction of makeup air in such a manner to include all floor areas where vapors can collect in accordance with the CBC and CMC. I I I I I I I I I I I I I I I DARYL K. JAME6 & A660CIATE6, INC. -A Fire & Building Code Reeouroe CPS Printing Page 5 of 6 Spill Control/or Hazardous Materials Liquids Spill control and secondary containment is not required as per CFC 7903.2.3.4.4. Flammable or combustible liquids are not dispensed into containers exceeding I. I-gallon capacity or mixed or used in open containers or systems exceeding 5.3-gallon capacity. The ·capacity of an individual container does not exceed 55-gallons and the aggregate capacity of multiple containers are not exceed 1,000 gallons. (Technical Reference No. 4) IX FIRE PROTECTION As per NFPA 13 NFPA A-2.1.2.2, printing shops are listed under Ordinary Hazard Group 2 Occupancies. (Technical Reference No. 5) X FIRE EXTINGUISHERS 2A10:BC rated fire extinguishers are provided within every 50 feet of foot travel. XI EGRESS SYSTEM CPS Printing has indicated that they comply with applicable Code requirements for egress. The basic layout of the building is in conformance with the exiting and egress requirements of Article 10 of the 1998 CBC. All exit doors are at least 3 feet wide, 6' 8" in height, and proper exit signs over each exit doorway are provided. Exit Doors • Openable without the use of a key or special knowledge. • Maintained accessible and free from obstructions at all times. Aisles • Provided from all occupied points if the building furnishings, equipment, etc. • Non-public accessible: >/=24 in. and public accessible; >/=36 in. Travel Distance • B Occup: </=250 ft. • F, & S Occup: </=400 ft. I XII ACCESS ROADWAYS I I I Existing access roadways with a minimum width of 20 feet are provided and will be maintained within 150 feet of all portions of the building's exterior walls. I I CPS Printing Page 6 of 6 DARYL K. JAMES & A660CIATE5, INC. -A Fire & Building Code Reaouroe I XIII HYDRANTS,FIREDEPARTMENTCONNECTIONANDSPRINKLER VALVES I A 3-foot clear space will be maintained around the circumference of fire department equipment. All equipment will be maintained operable. I XIV GENERAL SAFETY PROCEDURES I I I I I I I I I I I I I I • The storage, use and handling of materials will be maintained in accordance with the terms of this report. • Any change to operations shall be approved by the City of Carlsbad prior to implementation. • All employees will receive special training on the use of portable fire extinguishers of the types to be provided in the building. • An evacuation plan will be posted and drills will be conducted quarterly and logged for fire department review. • Exit doors will be maintained unobstructed and will be opened weekly to ensure operation. XV OPINION Based on the code research conducted in support of the development of this fire protection report, and the recommendations provided herein, it is our opinion that this building is in full compliance with the 1998 editions of the California Fire Code and the California Fire Code as they relate to the described use and occupancy. It is of the opinion of Daryl K. James & Associates, Inc. that this fire protection plan is complete and provides an adequate level of fire and life safety for the occupants of the building. Daryl K. fa es, A State Certified FPO III President/Ch1e Consulting Officer I I I I I I I TECHNICAL REFERENCE No. 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TABLE 3-D 1998 CALIFORNIA BUILDING CODE TABLE 3-D-EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A PHYSICAL HAZARD . MAXIMUM QUANTITIES PER CONTROL AREA 1 When two units are given values within parentheses are In cubic feet (cu. ft.) or pounds (lbs.) ' CONDITION STORAGE2 USE2-CLOSED SYSTEMS USE2 OPEN SYSTEMS F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F i Solid Lbs.3 Liquid Gallons3 Gas Solid Lbs, Liquid Gallons Gas Solid Lbs. Liquid Gallons I (Lbs.) ' I (Cu.Ft.) (Lbs.) Cu.Ft. (Cu.Ft.) (Lbs.) Cu. Ft, (Cu. Ft.) I x3.785 for L x3.785 for L x 3.785 lor L ! Material Class : rn::l::~~ x 0.4536 for kg x 0.0283 for m3 : g:t::: l:: ~~ x 0.4536 lor kg x 0.0283 lor m3 : g:tf;; l:: ~~ x 0.4536 lor kg ~ F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F i 1.1 Combustible : liquid4,5.6.7 .8.9 ' l I 2 Combustible fiber I (loose) ' (baled) I , 1.3 Cryogenic, flammable or oxidizing , 2.1 Explosives : 3.1 Flammable solid : 3.2 Flammable gas {gaseous) (liquefied) , 3 3 Flammable I iqu id4.5 .6.7 .8.9 Combination I-A, I-B. I-C15 4.1 Organic peroxide, unclassified detonatable 4 2 Organic peroxide 4.3 Oxidizer 4.4 Oxidizer-gas \ 2aseous)6· IO (liquef1edJ6-10 . 5. I Pyrophonc , 6 I Unstable (reactive) 7.1 Wa1er reacl!ve 11 N.A. III-A N.A. IJl-8 N.A. (100) (1,000) N.A. J to,13 1256,tO N.A. N.A. I-A N.A. l-B N.A. 1-C N.A. N.A. I 10,12 I 56,IO II 5Q6,IO III 1256.IO JV 5006,10 V N.L. 4 I 10,12 316 106,10 2 2506,10 I 4,0006,10 N.A. N.A. 410,12 4 I 10,12 3 56,IO 2 506,IO I N.L. 3 56,IO 2 5Q6,IO I I 12510.t I 12010 N.A. 330 10 N.A. 13,20010,11 N.A. N.A. N.A. N.A. N.A. 45 N.A. (1)10,13 N.A. N.A. N.A. N.A. 7506,10 156,IO N.A. 3010 N.A. 6010 N.A. 9010 N.A. 12010 N.A. (1)10,12 N.A. (5)6,10 N.A. (50)6,10 N.A. (125)6,10 N.A. (500)6,10 N.A. N.L. N.A. (J)I0,12 N.A. (10)6,10 N.A. (250)6,10 N.A. (4,000)6,10 N.A. N.A. 1,500 15 N.A. (4)10,12 5010,12 (1)10,12 IOID,12 (5)6,10 506,IO (50)6,10 2506,10 N.L. 7506,10 (5)6,10 N.A. (50)6,10 N.A. (125)!0,t I N.A. N.A. 12_0 N.A. N.A. 30 N.A. 330 N.A. N.A. 80 N.A. 13,200 11 N.A. N.A. 3,300 11 (100) N.A. N.A. (20) NA. (1,000) N.A. N.A. (200) I N.A. ! N.A. 45 N.A. N.A. : IO l/412 (l/4)12 N.A. l/412 ( l/4) 12 14 N.A. N.A. 14 N.A. N.A. N.A. 7506,10 N.A. N.A. N.A. 156,IO N.A. N.A. N.A. N.A. 30 N.A. N.A. IO N.A. 60 N.A. N.A. 15 N.A. 90 N.A. N.A. 20 N.A. 120 N.A. N.A. 30 i l/412 (l/4)12 N.A. l/412 ( l/4)12 16 (1)6 N.A. I 6 (1)6 506 (50)6 N.A. 106 (10)6 1256 (125)6 N.A. 256 (25)6 5006 (500)6 N .. A. 1006 (100)6 N.L. N.L. N.A. N.L. N.L. l/412 (l/4)12 N.A. l/412 i ( l/4)12 z6 (2)6 N.A. 26 i (2)6 2506 (250)6 N.A. 506 ; (50)6 4,0006 (4,000)6 N.A. 1,0006 ( 1,000)6 l N.A. N.A. 1,500 N.A. I N.A. N.A. 15 N.A. N.A. ! N.A. I 12 ())12 IOI0,12 0 i 0 l/412 (I /4)12 210.12 l/412 I (l/4)12 ' 16 (I )6 106,10 16 (I )6 506 (50)6 2506,10 106 (10)6 N.L. N.L. N.L. N.L. N.L. 56 (5)6 N.A. I 6 ( I )6 506 (50)6 N.A. 106 ( 10)6 125 11 (125)11 N.A. 251 I I (25)1 I ~ " A.-:-101 applicable. N.L.-Not limited. ~ 1 Comrol areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building F used for retail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Section 204. ~ ;The aggregace quancicy 11i use and scorage shall not exceed the quantity listed for storage. F ·'The aggregace quan1i1y of nonflammable solid and nonflammable or noncombustible liquid hazardous materials within a single concrol area of Group M Occupan-~ c,es used for recail sales may exceed che exempt amounts when such areas are in compliance with the Fire Code. F 4The quan111ies of alcoholic beverages in retail sales uses are unlimiced provided the liquids are packaged in individual concainers not exceeding 4 licers ~ The quann11es of medicines, foodstuffs and cosmetics containing not more than 50 percent of volume of water-miscible liquids and with the remainder of the F . solutions not being flammable in retail sales or storage occupancies are unlimited when packaged in individual containers not exceeding 4 liters. ~ 'For aerosols. see the Fire Code. F ~Quanucies may be increased I 00 percenc in sprinklered buildings. When Footnote 10 also applies, the increase for both footnotes may be applied. ~ 'For storage and use of flammable and combustible liquids in Groups A, B, E, F, H, I, M, R, Sand U Occupancies, see Sections 303.8, 304.8, 305.8, 306.8, 307.1.3 F chrough 30'/ .1.5, 308.8, 309.8, 310.12, 311.8 and 312.4. F 8For wholesale and retail sales use, also see the Fire Code. ~ 9S pray appl1ca1ion of any quantity of flammable or combustible liquids shall be conducted as set forth in the Fire Code. F 10Quan1i1ies may be increased 100 percent when stored in approved storage cabinets, gas cabinets or exhausted enclosures as specified in the Fire Code. When ~ Foocnote 6 also applies, the increase for both footnotes may be applied. F 11The quancities permitted in a sprinklered building are not limited. ~ 1 ;Permitted in sprinklered buildings only. None is allowed in unsprinklered buildings. F 1·'0ne pound of black sporting powder and 20 pounds (9 kg) of smokeless powder are permitted in sprinklered or unsprinklered buildings. F 10See definitions of Divisions 2 and 3 in Section 307.1. 1-40.4 ' I I I ' I : I I I I l I ' I I : ! : I : ' I I I I I I I I I I I I I I I I I I I F F F F F F F F F F F F F F F F F F F F F F F F F F F F F ~ I F F F F F F F F F F F F F F F F F F F F F ii TABLE 3-E 1998 CALIFORNIA BUILDING CODE TABLE 3-E-EXEMPT AMOUNTS OF HAZARDOUS MATERIALS PRESENTING A HEALTH HAZARD MAXIMUM QUANTITIES PER CONTROL AREA1,2 When two units are given, values within parentheses are In pounds (lbs.) STORAGE3 USE3-CLOSED SYSTEMS USE3-0PEN SYSTEMS Liquid Liquid Liquid Galions4,5,6 Gas Solid Gallons4,5 Gas Solid Gallons4,5 MATERIAL Solid Lbs.4,5,6 (Lbs.) Cu. Ft.5 Lbs,4,5 (Lbs.) Cu. Ft.5 Lbs.4•5 (Lbs.) x 3.785 for L X 3.785 for L x 3.785 tor L x 0.4536 for kg x 0.4536 tor kg x 0.028 for m3 x 0.4536 tor kg x 0.4536 for kg x 0.028 tor m3 x 0.4536 for kg x 0.4536 tor kg I Corrosives IO ,5,000 500 8106 5,000 500 8106 1,000 100 ' Highly lOX1cs7 10 (10) 20s 10 (10) 208 3 (3) 3. lrricanis9 N.L. N.L. 8JQ6,lt N.L. N.L. 8JQ6,I t s.ooot 1 50011 ~ Sens111zers9 N.L. N.L. 8106,11 N.L. N.L. 81Q6,I I 5,0001 I 500 11 5 O1her health hazards9 N.L. N.L. 8106,11 N.L. N.L. 8106,11 5,0001 I 50011 6 To~1cs7 500 (500) 8106 500 (500) 8108 125 (125) ~.L. = No1 limited. 1Conirol areas shall be separated from each other by not less than a one-hour fire-resistive occupancy separation. The number of control areas within a building used for reiail or wholesale sales shall not exceed two. The number of control areas in buildings with other uses shall not exceed four. See Sec1ion 204. 0The quantities of medicines, foodstuffs and cosmetics, containing not more than 50 percent by volume of water-miscible liquids and with the remainder of the _ solu11on; not being flammable, in retail sales uses are unlimited when packaged in individual containers not exceeding 4 liters. 'The aggrega1e quantity in use and storage shall not exceed the quantity listed for storage. . "The aggregate quantity of nonflammable solid and nonflammable or noncombustible liquid health hazard materials within a single control area of Group M Occu- . panc1es used for retail sales may exceed the exempt amounts when such areas are in compliance with the Fire Code. )Quantities may be increased 100 percent in sprinklered buildings. When Footnote 6 also applies, the increase for .both footnotes may be applied. 6Quan1111es may be increased I 00 percent when stored in approved storage cabinets, gas cabinets or exhausted enclosures as specified in the Fire Code. When Foo1-• no1e 5 also applies, the increase for both footnotes may be applied. :For special provisions, see the Fire Code. hPermined only when stored in approved exhausted gas cabinets, exhausted enclosures or fume hoods. 9 Irniants. sensitizers and other health hazards do not include commonly used building materials and consumer products that are no1 otherwise regula1ed by 1hi; code. 10For Sta(lonary lead-acid battery systems, see the Fire Code. 11The quan111ies allowed in a sprinklered building are not limited when exhaust ventilation is provided in accordance with the Fire Code. See Table 800 I .15-8, Foo1no1e 12 I i ! I i 1-40.6 I I I I I I I TECHNICAL REFERENCE No. 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1998 CALIFORNIA FIRE CODE 7902.5.7 Quantity limits for storage. 7902.5.7.1 Exempt amounts for control areas. For occupan- cies other than Group M Occupancy wholesale and retail sales uses, indoor storage of flammable and combustible liquids shall not exceed the exempt amounts set forth in Table 7902.5-A and shall not exceed the additional limitations set forth in Sec- tion 7902.5.7.2. For Group M 0,ccupancy wholesale and retail sales uses, indoor storage of flammable and combustible liquids shall not exceed the exempt amounts set forth in Table 7902.5-B. See Article 51 for storage of hazardous production material flammable and combustible liquids in Group H, Division 6 Occu- pancies. 7902.5.7.2 Occupancy quantity limits. The following limits for quantities of stored flammable or combustible liquids shall not be exceeded: 1. Group A Occupancies: Quantities in Group A Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, mainte- nance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 2. Group B Occupancies: Quantities in drinking, dining, office and school uses within Group B Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, maintenance pur- poses and operation of equipment and shall not exceed quantities set fonh in Table 7902.5-A. 3. Group E Occupancies: Quantities in Group E Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, mainte- nance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 4. Group F Occupancies: Quantities in dining, office and school uses within Group F Occupancies shall not exceed amounts necessary for demon- stration, laboratory work, maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 5. Group I Occupancies: Quantities in Group I Occupancies shall not exceed amounts necessary for demonstration, treatment, laboratory work, mainte- nance purposes and operation of equipment and shall not exceed quantllies set fonh in Table 7902.5-A. 6. Group M Occupancies: Quantities in dining, office and school uses within Group M Occupancies shall not exceed amounts necessary for demon- stration, laboratory work, maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. See Section 7902.5.7.1 for exempt amounts for wholesale and retai I sales uses. · 7. Group R Occupancies: Quantities in Group R Occup'ancies shall not exceed amounts necessary for maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 8. Group S Occupancies: Quantities in dining and office uses within Group S Occupan- cies shall not exceed amounts necessary for demonstration, labo- 7902.5.7 7902.5, 10.1 ratory work, maintenance purposes and operation of equipment and shall not exceed quantities set forth in Table 7902.5-A. 7902.5.7.3 Quantities exceeding limits for control areas. Quantities exceeding quantities allowed in control areas set forth in Sections 7902.5.7.1 and 7902.5.7.2 shall be in liquid storage rooms or liquid storage warehouses in accordance with Sections 7902.5.11 and 7902.5.12. 7902.5.8 Special provisions for liquids used for maintenance and operation of equipment. In all occupancies, quantities of flammable and combustible liquids in excess of 10 gallons (37.85 L) used for maintenance purposes and the operation of equipment shall be stored in liquid storage cabinets in accordance with Sec- tion 7902.5.9. Quantities not exceeding 10 gallons (37 .85 L) are allowed to be stored outside of a cabinet when in approved con- tainers located in private garages or other approved locations. In Groups A, B, E, F, I, M, Rand S Occupancies, quantities of flammable and combustible liquids used for demonstration, treat- ment and laboratory work exceeding IO gallons (37.85 L) shall be stored in liquid storage cabinets in accordance with Section 7902.5.9. Quantities not exceeding 10 gallons (37.85 L) shall be in approved locations. 7902.5.9 Liquid storage cabinets. 7902.5.9.1 General. When other sections of this code require that liquid containers are stored in storage cabinets, such cabinets and storage shall be in accordance with Section 7902.5.9. 7902.5.9.2 Quantities. The combined total quantity of all liq-I uids in a cabinet shall not exceed 120 gallons ( 454.2 L). 7902.5.9.3 Construction. 7902.5.9.3.1 Labeling. Cabinets shall be provided with a con- spicuous label in red letters on contrasting background which reads FLAMMABLE-KEEP FIRE AWAY. 7902.5.9.3.2 Doors. Doors shall be well fitted, self-closing and equipped with a latch. 7902.5.9.3.3 Bottom. The bottom of the cabinet shall be liquid tight to a height of at least 2 inches (50.8 mm). 7902.5.9.3.4 Materials. Cabinets shall be constructed of ap- proved wood or metal. Cabinets sha11 be listed or constructed in accordance with the following: I. Unlisted metal cabinets shall be constructed of steel having a thickness of not less than 0.044 inch ( 1.12 mm) ( 18 gage). The cabinet, including the door, shall be double walled with 11/2-inch (38.1 mm) airspace between the walls. Joints shall be riveted or welded and shall be tightfitting. 2. Unlisted wooden cabinets, including doors, shall be constructed of not less than I-inch (25.4 mm) exterior grade ply- wood. Joints shall be rabbited and shall be fastened in two direc- tions with wood screws. Door hinges shall be of steel or brass. Cabinets shall be painted with an intumescent-type paint. 7902.5.9.4 Number of cabinets. Group A Occupancies shall I not contain more than one cabinet. • 7902.5.10 Storage in control areas. 7902.5.10.1 General. Storage in control areas shall be in ac- cordance with the following: I. Class I liquids shall not be stored in basements, 2. Containers having less than 30-gallon (I I 3.6 L) capacity shall not be stacked more than 3 feet (914.4 mm) or two containers high, whichever is greater, unless stacked on fixed shelving or otherwise satisfactorily secured. Containers having a capacity of 1-177 I I I I I I TECHNICAL REFERENCE #8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7902.3.3.1 7902.5.6.3 The storage area shall be protected against tampering or tres- passers where necessary and shall be kept free of weeds, debris and other combustible materials not necessary to the storage. 7902.3.3.2 Storage adjacent to buildings. A maximum of I. I 00 gallons (4 I 63.5 L) of liquids stored in closed containers and portable tan.ks is allowed adjacent to a building located on the sJme premises and under the same management, provided that: I. The building does not exceed one story in height. Such building shall be of fire-resistive construction with noncombus- tible exterior surfaces or noncombustible construction and shall be de\'oted principally to the storage of liquids, or 2. The exterior building wall adjacent to the storage area shall h-11 ea lire-resistance rating of not less than two hours, having no openings to abovegrade areas within 10 feet (3048 mm) horizon· tally or such storage and no openings to belowgrade areas within 50 feet ( 15 240 mm) horizontally of such storage. The quantity or liquids stored adjacent to a building protected in :;,·-:ordJnce with Item 2 1s allowed to exceed I, I 00 gallons (4 I 63.5 LJ. pro1·1ded that the maximum quantity per pile does not exceed I , I 00 gal Ions ( 4 I 63 .5 L) and each pile is separated by a 10-foot· minimum (3048 mm) clear space along the common wall. Where the quantity stored exceeds 1,100 gallons (4163.5 L) adJacent to a building complying with Item I, or the provisions of Item I cannot be met. a minimum distance in accordance with the ,·olurnn for distance to property line that can be built on in Table ~9U2.3-A shall be maintained between buildings and the nearest ,·lintJ1ncr or ponable tank. 7902.3.4 Spill control· and secondary containment. Storage ureJs shall be provided with spill control and secondary contain- ment as set ronh in Section 7901 .8. EXCEPTION: Con1ainers s10red on approved con1ainmen1 pallets in accord:ince w11h Sec11on 8003.1.3.4. 7902.3.5 Security. Storage areas shall be protected against tam- pering or trespassers by fencing or other control measures. 7902.3.6 Protection from vehicles. Guard posts or other means shall be provided to protect exterior storage tanks from vehicular J.Jmage When guard posts are installed, the posts shall be 1nst~lled 1n accordance with Section 8001.11.3. 7902.3.7 Clearance from combustibles. The storage area shall be 1-ept free of weeds, debris and combustible materials not neces- ,~r:, 10 the s1orage. The area surrounding an exterior storage area ,hall be kept clear of such materials for a minimum distance of 15 1ce1 (-!572 mm). 7902.J.8 \-'r'eather protection. For weather protection for out- Jvur ,torage. see Section 8003.1.14. 7902.3.9 Empty containers and tank storage. The storage of empt) tanks and containers previously used for the storage of 1lJmmahle or combustible liquids, unless free from explosive 1 jpor~. shall be stored as required for filled containe~s and tanks. T:rnks :ind containers when emptied shall have the covers or plugs :rnmcd1ately replaced in openings. 7902.-l Stationary Aboveground Tank Storage inside Build- ings. 7902.-1.1 General. Storage of flammable and combustible liq- u1Js 1n m11onary aboveground ianks inside of buildings shall be in u,·-.:orLlance w1th Sections 7902.1 and 7902.4. 7902.-!.2 Where allowed. Stationary tanks for the storage of 1lc1rnmablc and combustible liquids shall be in rooms or buildings ~omply1ng with the Building Code. 1-176 1998 CALIFORNIA FIRE CODE Rooms or buildings used for storage of Class I, II or III liquids shall be in accordance with Section 7902.5.7. Rooms or buildings used for dispensing, use, mixing and han- dling of Class I, II or III liquids shall be in accordance with Sec- tion 7903.2.1.6. 7902.4.3 Openings for manual gaging. Openings for manual gaging, if independent of the fill pipe, shall be provided with a liq- uid-tight cover. Covers shall be kept closed when not in use. $uch openings shall be protected against liquid overflow and possible vapor release by m~ans of a spring-loaded check valve or other approved devices. 7902.5 Container and Portable Tank Storage inside Build- ings. 7902.5.1 General. 7902.5.1.1 Applicability. Storage of flammable and combus- tible liquids inside buildings in drums or other containers and por- table tanks shall be in accordance with Sections 7902.1 and 7902.5. EXCEPTIONS: I. Liquids in the fuel tanks of motor vehicles. air- craft, boats, or portable or stationary engines. 2. The storage of distilled spirits and wines in wooden barrels or casks. 7902.5.1.2 Fire protection. 7902.5.1.2.1 Portable tire extinguishers. Approved ponable fire extinguishers shall be provided in accordance with UFC Standard 10-1, except as specified in Section 7902.5.11.5.2. 7902.5.1.2.2 Water supply, The water supply shall be sufficient to deliver the specified fire-protection demand, including at least 500 gallons per minute (31.5 Lis) for inside and outside hose lines. 7902.5.2 Capacity limits for containers and portable tanks. Containers shall not exceed 60 gallons (227.1 L) capacity. Portable tanks shall not exceed 660 gallons (2498 L) capacity. See Section 7902.1.8.1. Tanks exceeding 660 gallons (2498 L) capac- ity shall be in accordance with Section 7902.2, 7902.4 or 7902.6. 7902.5.3 Empty containers and portable tanks. Empty tanks and containers previously used for the storage of flammable or combustible liquids, unless free from explosive vapors, shall be stored as required for filled tanks and containers. Tanks and containers, when emptied, shall have the covers or plugs immediately replaced in openings. 7902.5.4 Incompatible materials. Materials which will react with water or other liquids to produce a hazard shall not be stored in the same room with flammable or combustible liquids. See also Section 7902. 1.6. 7902.5.5 Storage near means of egress. Class I, II or III-A liq- uids, including stock for sale, shall not be stored near or exit- access doorways, stairways or in a location that would impede egress. 7902.5.6 Shelf storage. 7902.5.6.1 General. Shelving shall be of substantial construc- tion, adequately braced and anchored. For seismic requirements, see the Building Code. 7902.5.6.2 Displacement protection. Shelves shall be of suffi. cient depth and provided with a lip or guard to prevent individual containers from being easily displaced. EXCEPTION: Shelves in storage cabinets or on laboratory furni- ture specifically designed for such use. 7902.5.6.3 Manner of storage. Shelf storage of flammable and combustible liquids shall be maintained in an orderly manner. I I I I I I TECHNICAL REFERENCE #4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1998 CALIFORNM FIRE CODE 7903.2.2.3.2 Solvents. Solvents shall be classified and shall be compatible with the machines w.ithin which they are used. 7903.2.2.3.3 Machine capacities. The quantity of solvent used in a machine shall not exceed the design capacity of the machine. 7903.2.2.3.4 Quantity limits. Quantities shall be limited as fol- lows: I. Machines without remote solvent reservoirs shall be limited to quantities set forth in Section 7903.2.1.6. 2. Machines with remote solvent reservoirs using Class I liq- uids shall be limited to quantities set forth in Section 7903.2.1.6. Machines with remote solvent reservoirs using Class II liquids shall be limited to 35 gallons ( 132.5 L) per machine. The total quantities shall not exceed an aggregate of 240 gallons (908.4 L) per control area in buildings not protected by an approved auto- matic sprinkler system and an aggregate of 480 gallons ( I 8 I 7 L) per control area in buildings protected by an approved automatic sprinkler system. Machines with remote solvent reservoirs using Class III-A liq- uids shall be limited to 80 gallons (302.8 L) per machine. 7903.2.2.3.5 Immersion soaking of parts. Work areas of machines with remote solvent reservoirs shall not be used for immersion soaking of parts. 7903.2.2.3.6 Separation. Multiple machines shall be separated from each other by a distance of not less than 30 feet (9144 mm) or by a one-hour occupancy separation. 7903.2.2.3. 7 Ventilation. Machines shall be located in areas adequately ventilated to prevent accumulation of vapors. 7903.2.2.3.8 Installation. Machines shall be installed in ac- cordance with their listings. 7903.2.2.4 Cleaning operations conducted outside of listed and approved machines or designated rooms or buildings. The amount of Class I-B, I-C, II or III-A liquids in use outside of listed and approved machines or a room or building complying with Section 7903.2.3 shall not exceed that necessary to facilitate maintenance cleaning operations. Quantities in use shall not exceed 5 gallons ( 18.9 L) of Class I-B or I-C liquids or 25 gallons (94.6 L) of Class II or III-A liquids. 7903.2.3 Construction of rooms or buildings for use, dispens- ing and mixing of liquids in quantities exceeding exempt amounts. 7903.2.3.l General, When required by Section 7903.2.1.6.3 or 7903.2.2.2, rooms or buildings used for use, dispensing and mix- ing of 0ammable· and combustible liquids shall be in accordance with Section 7903.2.3. 7903.2.3.2 Construction, location and fire protection. 7903.2.3.2.1 General. Rooms or buildings which are classified in accordance with the Building Code as Group H, Division 2 or 3 Occupancies based on use, dispensing or mixing of flammable or combustible liquids shall be constructed in accordance with the Building Code. 7903.2.3.2.2 Basements. Rooms or buildings classified in ac- cordance with the Building Code as Group H, Division 2 or 3 Oc- cupancies based on use, dispensing or mixing of flammable or combustible liquids shall not be in basements. 7903.2.3.2.3 Fire protection. Rooms or buildings classified in accordance with the Building Code as Group H, Division 2 or 3 7903.2.2.3.2 7903.3.1 Occupancies shall be protected by an approved automatic fire- extinguishing system in accordance with the Building Code (see UBC Standard 9-1). See also Section 1003.2.6. 7903.2.3.3 Doors. Interior doors to rooms or portions of such buildings shall be self-closing and fire resistive in accordance with the Building Code. 7903.2.3.4 Open systems. 7903.2.3.4.1 General. Use, dispensing and m1xmg of flam- mable and combustible liquids in open systems shall be in accord- ance with Section 7903.2.3.4. 7903.2.3.4.2 Ventilation. Continuous mechanical ventilation shall be provided at a rate of not less than I cubic foot per minute per square foot (5.1 Us per m2) of floor area over the design area. Provisions shall be made for introduction of makeup air in such a manner to include all floor areas or pits where vapors can collect. Local or spot ventilation shall be provided when needed to prevent the accumulation of hazardous vapors. For ventilation system design, see the Building and Mechanical Codes. EXCEPTION: Where natural ventilation can be shown to be effec- tive for the materials used, dispensed or mixed. 7903.2.3.4.3 Explosion control. Explosion control shall be pro- vided for (;Jass I liquids or where explosive vapor-air mixtures can develop under normal operating conditions. Explosion control shall be designed in accordance with the Building Code. 7903.2.3.4.4 Spill control and secondary containment. Spill control shall be provided in accordance with Section 7901.8 when flammable or combustible liquids are dispensed into containers exceeding I. I-gallon (4 L) capacity or mixed or used in open con- tainers or systems exceeding 5.3-gallon (20 L) capacity. Spill con- trol and secondary containment shall be provided in accordance with Section 7901 .8 when the capacity of an individual container exceeds 55 gallons (208 L) or the aggregate capacity of multiple containers or tanks exceeds I 00 gallons (378.5 L). 7903.2.3.5 Closed systems. 7903.2.3.5.1 General. Use or mixing of flammable or com- bustible liquids in closed systems shall be in accordance with Sec- tion 7903.2.3.5. 7903.2.3.5.2 Ventilation. Closed systems designed to be opened as part of normal operations shall be provided with ven- tilation in accordance with Section 7903.2.3.4.2. 7903.2.3.5.3 Explosion control. Explosion control shall be pro- vided when an explosive environment can occur as a result of the dispensing, mixing or use process. Explosion control shall be designed in accordance with the Building Code. EXCEPTION: When process vessels are designed to fully contain the worsl-case explosion anticipated within the vessel under process conditions considering the most likely failure. 7903.2.3.5.4 Spill control and secondary containment. Spill control shall be provided in accordance with Section 7901.8 when flammable or combustible liquids are dispensed into or used or mixed in containers exceeding 55-gallon (208 L) capacity. Spill control and secondary containment shall be provided in .accord- ance with Section 7901.8 when the aggregate capacity of multiple containers or tanks exceeds 1,000 gallons (3785 L). 7903.3 Use, Dispensing, Mixing and Handling Outside of Buildings. 7903.3.1 General. Outside dispensing operations shall be in accordance with Section 7903.3. 1-191 I I I I I I TECHNICAL REFERENCE #6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 13-168 INSTALLATION OF SPRINKLER SYSTEMS Educational Hospitals lnsti lU tional Libraries, except large s'tack rooms \!u.seums \'ursing or convalescent homes Offices, including data processing Res1den tial Restaurant seating areas Theaters and auditoriums, excluding stages and prosceniums L' n used attics A-2-1.2. I Ordinary hazard occupancies (Group 1) include occu- pancies having uses and conditions similar to the following: Automobile parking and showrooms Bakeries Be,·erage manufacturing . Canneries Dairy products manufacturing and processing Electronic plan ts Class and glass products manufacturing Laundnes Restaurant service area.s A.-2-1.2.2 Ordinary hazard occupancies (Group 2) include occu- pancies ha\1ng uses and conditions similar to the following: Cereal mills Chemical plants -ordinary Confectionery products D1mlleries On cleaners Feed mills Horse stables Leather goods manufacturing Libraries -large stack room areas .\!achine shops .\!et:-il ,-,orking .\lercantile Paper and pulp mills Paper process plants Piers and ,,·harves 1'<,s1 offices Pnnung a11d publishing Repair garages Resin application area Stages Te:-:ule manufacturing Tire manufacturing_ Tob::.cco products manufacturing \\'ood machining \\"ood product assembly A-2-1.3.1 Extra hazard occupancies (Group 1) include occu- pancies havmg uses and conditions similar to the following: . -\Jrcraft hangars (except as governed by NFPA 409, Stan- dard on Aircraft Hangars) Combustible hydraulic fluid use area.s Die castmg 1999 Ed~ion Metal extruding Plywood and particle board manufacturing Printing [using inks having fla.sh points below 100°F (38°C)] Rubber reclaiming, compounding, drying, milling, vulca- nizing Saw mills Textile picking, opening, blending, gametting, or carding, combining of cotton, synthetics, wool shoddy, or burlap Upholstering with plastic foams A-2-1.3.2 Extra hazard occupancies (Group 2) include occu- pancies having uses and conditions similar to the following: Asphalt saturating Flammable liquids spraying Flow coating Manufactured home or modular building assemblies (where finished enclosure is present and has combustible interiors) Open oil quenching Plastics processing Solvent cleaning Varnish and paint dipping A-2-1.4 Other NFPA standards contain design criteria for fire control or fire suppression (see 2-1. 4 and Chapter 13 ). 'v\'h ile these can form the basis of design criteria, this standard describes the methods of design, installation, fabrication, cal- culation, and evaluation of water supplies that should be used for the specific design of the system, Other NFPA standards contain sprinkler system design cri- teria for fire control or suppression of specific hazards. Th i.s infonnation has been either referenced or copied m to Chap- ters 5 and 7 using NFPA's extract policy. A-2-2 Specification of the type, amount, and arrangement of combustibles for any commodity classification i.s essentially an attempt to define the potential fire severity, based on its burn- ing characteristics, so the fire can be successfully controlled by the prescribed sprinkler protection for the commodity class. In actual storage situations, however, many storage arrays do not fit precisely into one of the fundamental classifications; there- fore, the user needs to make judgments after comparing each classification to the existing storage conditions. Storage arrays consist of thousands of products, which make it impossible w specify all the acceptable variations for any class. As an altema· tive, a variety of common products are classified in this appen- dix based on judgment, loss experience, and fire test results. Table A-2-2 provides examples of commodities not addressed by the classifications in Section 2-2. Table A-2-2.3 i.s an alphabetized Ii.st of commodities with corresponding classifications. Tables A-2-2.3.1 through A-2-2,3.4 and A-2-2.4. 1 provide examples of commodities within a specific class, Table A-2-2 Examples of Commodities Not Addressed by the Classifications in Section 2-2 Boxes, Crates -Empty, wood slatted Lighters (butane) -Loose in large containers (Level 3 aerosol) *Should be treated as idle pallets. , . 02112101 12:30 FAX 760 438 1349 CPS PRINTING . . . ~1azar:~s ~,:1~-ieria1s f ~ · I t~-on!:1111·: t. 1· ·~oc c'-'1 ; N1anagemen1 Division Business Name !-J 3sl..J D\ 5/~o/Cf.7 SAN DIEGO REGIONAL 1:>'P HAZARDOUS MATERIALS QUESTIONNj~JRE '41005 •........ . '.;~ .. -~ -~ ...... ~- .• PlllTIII Cll1II mlllC'I' c,11rT IP Iii 111110 Contact Person Tii ephone QPS PRLt-.)"1]!}-.)(_-r--\ )-1-}vVic-:~~~-(t1Cpji3t:;--· ?,~,()--t-;?rJJ·-·1/1/1/ Ma1hng Addr11s:1·---------------C~i,....1Y---------'---::.-::..,S,...t_a..;te'-------Zi,,,.1_p____ Pi" in File# C.11JU.-S fJr'lD C-14 9 ,;vv ~ City State Zip ------· ·----------------' PART I: FIRE DE~'ARTMENT • HAZARDOUS MATl:RIJ~LS MANAGEMENT DIVISION: OCCUPANCY CLASSIFU:~!. lli. Indicate by circlin1;1 the it11m, whether your business \'llill use, process, or store any of the tallowing ),ezardous m11 :1 ,rials. If eny or the items are circled, applicant must cont11ct the Firo Protection Ag,5ncy with juriadiction prior to plan aubmittal. 1 Explosive or Blasting Agent• 4. Flammable :Solids 7. Pyrophorica 10. Cryogenics l 3. Corrosivos 2. ompressed Gases 5. Organic Peroxides 8. Unstable RoactivH 1 l. Highly Toxic or Tol'.ic I.I starials 14. Oth11r Health Hazards 3. Flammabla or i::ombustiblo Liquids 8. Oxidizors 9. Water Raactivaa 12. Radioactives PART 11: COUNT"' OF SAN DIEGO HEALTH DEPARTMENT· HAZARDOUS MATERIALS MANAGEMENT DIYIS:L~:: CONTINGENCY Pt.AN REVIEW; . OFFICE USE ONLY If the answer to ony of the question11 is yes, 11pplican~ must contact tha County ol sa·o.Di11go, Hazardou• Mett,rial11 Management Division, 1255 lmJP11ri11l Avenue, 3rd Floor, San Diego, CA 92186-5261. Talaphone 1819) 338-2222 prior to ·.ho I 11u11nce of a · D RMPP Exempt bu11ding permit. 'f>ud-un r~ai(WYLL, /tJL ~-mo.iJJLi£?.fJ SUi'dJ!f FEES MAY BE HE QUIRED j Yes No 0'1.f-C.t--tt.d. d.-..-rt d1 G>CC..vff>-.:~ I --:s'u\~ \0 REG 04-09-01 CHK 1, C8:l_ CJ .fs •1our businasa listad on the raver1111 aide of thi·1 form? 2. 18:J D Wi11 your bu•inoss dieposo of He:zardou• Substances or Medical Waste in any amount? 011te Initials 3. J:3J D Wil'I your business store or h11ndle H11za.rdou11 Substances in quantities ·oqual to or gr1111t11r than l'i5 i11 -Ilona, . 500 pounds, ,200 cubic foot or carcin0011na/r11productiv11 toxins in any quantity? 4 .. D 00 Will your business use en existing or install an undarground storage tank7 D RMPP Complt-:"ed 5. D ~ WW your busineas 11tora or handle Acutely Hazardoua Materiels7 Dat11 Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT Ir the answ11r to ·:any of the questions is yes, 11pplicant mus:t contact the Air Pollution Conrral Diatrict, 9150 ChUJepaeka Drive, Sen Diego, CA 921:Z.3. Telephone (619) ·694-3307 prior to the isau11nce of II building permit. YES NO 1 . D ~ Will 'tha intend ad occupant inatall or use any of tha aquipmant liated on the Listing of Air Pollutic n C ,: nrrol District Permit C11tagories, on the revu1·se side of thi11 1orm7 2._Q D (ANliiWER ONl;.Y IF QUESTION 1 IS YES.) Will the subject facility be locatad within 1,000 feat oi"thu out11r boundary of a school lK t u h · 1 2) -11s listed in the currant Directory of lichool and Community Collage Olatrict1, publiahod by th··• S411, Diego County Office of Educati the ,~urrant California Private School Diroctory, compiled in accordance with provi1ion11 of Educa1 ion I :oda Section 331907 "B=ri""al~ly,_d,..,·sc·r~,6,.a·rr:ature ot the intended bu1m11H acu~ny: -" {j[Jlf1Ji1;1BZ..C{ J t .TUJ6- Name al Owner ,1,r Authorized Agent: a.-.nl'-'t-....;---,, ~'10,D,Jnv (~olhW,sH · ___ t J uthorizad Agent: I declara.under penaliy of perjury thet to tho belt ~l my knowledge• nci I~ !lief the responaaa made herai~~ Signatur11 at Owner and correct. ... ,, _ _,__ ~ 01110: J ' 1/ '·0 J Do not write belc~w t =-=-____ ., ____ ...., _______________ , ____________________ " ______________ ,... FIRE DEPARTM!tNT. OCCUPANCY CLASSIFICATION:. ________________ _ BY:. _____ ---------------------------------Data: ____ .:.·-------------- APf'ftOVEO FOIi OCCUPAHCY L<f d ate_d 'B-P ( 'Si"4 n') Uf) /1.u-l ,, .. ..1 A I _ I'"' o 'l(1r1n 0 M.Nl .Bl\03. COORDINATES I I L I • U -1~ SITE MAP ~-_Lor .JJ IN!'.SS NAMK c,p s P['1Nt\N3 . DAT!! l..{-4..l -o, INESS ADDUS1 ~Q,:-f:.= Fa~d~~ ~ ti~. 2'JP CODE, 5 U;Qfq ¢ 2 E><,T ® ; 3 .5' -r -J,., ' R f A "~ 4 -I EJ<l 1 /VO'r 5 s -, ' ......,,,--:;.-, ~ I 1~!i ~ l'«e,s,; AceA ~ ' 1 ir 4 -- ,- J,. A I R I ti ~ GI:] S-to~A Gl6 , . ~ J ~ -r---~.::-=:---m~ J LJ ' • /? C.f',S ~ -I Pee,,s I lJ:,_ ;t , ~~~ .. • r 1::A -r P 0 R.M (2.V\{-f\oor J _, ~ti><. 1 --{.f) I ! -J ./_ I ' " ~ :--:" ' I I \> I'. R ~I"'(,, '-'1. ~· ~ 8 e·cj _--~/ I 0«T5TAl~S. i'cKoT ~ i ~ Ls__ E.)(.IT "F,e~-\:::: ~\.aov- -* E-'41\C\JIXT\O•N {'(\ 1:: e::r-, t-\,t1 6 rre. .. t ~, f,,,._,...,,.., E ! U! . A . V &- A•h.tlU'f' "fA~}). ~~-i /!-. \iE lG I I l.elfL • -I ~ C. ~ A. : /'--1 fLI~ 1 : N 0 1-..: cc >r, > ~ ---1 0) 0 "" c,, 00 .... c,, "" (0 (") 'i:1· en ;g H ~- H z G"l (§1 R o 0 £ c,, A· L. it·~-952 13/t!i \ <:o,ant7 of sa.n Diego 0.DAi:tlNnt of Xn•ironmental H•~lth ..... CB010171 2304 FARADAY AV CBAD CPS PRINTING PRINT SHOP TO STORAGE -Tl 3876 SF Tl COMM Lot#: HASZLETTE DOUG w / vi c.. .-.... °' f-~e.u.: \ Dtp.. f (); <' 1 / u r 2i~o< BUILDING VO 1& 0)[1-f I i74:J 37-0,1 PLANNING { . d I ~ ___ Tr D ) ENGIN.EERING · · ( <'7 ,? < J5_ JU/ l, _;_:J.p.Q/QJ FIRE APPA/FORM t(l~6l- lU! J._, ~ !) X 1/,,_t. · ____ HEALTH DEPT ____ HAZ MAT/ AIR QUAL ____ OTHERSEWEROISTR I'~ --2 Q -o j ~@._ f': {_, BLDG GRADING LETTER / . , TO FROM ; ~ 3 o 'O I Cs C c:. J..-t-i ) ~ t,, L -APPu!cA!NT~ I ;P~u: CANT: : -PLAN conR ,,,-. Giv•;~ '3---(4-o/ /-'?Cr-6( 'ENGCORR :J-~ ·7..;o I r \ v-C (. j,-//J,, l --/ . I -~ SCHOOL FOR~, £;/f /1h /4 3/7/;;~ ~ V# zr h £Jb/L1&y-r-rU/4-<--r :-c,j-!1•: ~!¼=~E t-u / S'f-/w4' Ca4; 1 /t/12.,MJ/JtM tMrU/. ,A-t-J fr,7l.,_r3 ~ ~ ,t, S £/2.A 1c_ ~Ju ,,or ~+~~clda_ '2/00 f Y:~ GL!;J_ 3/;L.J-01 CL;';]_ C;--rC, ~-)-0-a l f;;-s r,;J C L-t.,., · , I e,(n(ot ()i,JfJ4-11[--fv e.Ss, r &/t~/J/ Ctiysdg re_ (JJ), ]'"'OJ (irv Clh ff/J,fl~/ t£;t-ylf GL/V'\ C vf-1 .-p;c_ ~ f.,vs fl-i' { 1 "-"----a+: -\,, f'V'-<. ()V~ 't 1 ) •' \ \ _,._ -. , . .,_. .,, 06/26/2002 MCKINLEY EQUIPMENT 17611 ARMSTRONG IRVINE CA92614 Re: Application Date: 09/27/2001 0:00:00 Plan Check#: PCR01229 Address: 2304 FARADAY AV Expiration Date: 09/27/2002 0:00:00 Permit Type: PCR Description: CPS PRINTING-REVISE STAIRS TO MEZZANINE You applied to have your plans checked on the date noted above. To date, the related building p~rmit has not been obtained. The original plan review application will expire as no building permit has been issued. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. The provisions of sections 304 (d) of the Uniform Building Code state: "Section 304 9d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department. __ Project Abandoned -I will pick up plans within 10 days __ Project Abandoned -Plans may be destroyed. If you have any questions, please contact the Building Department at (760) 602-2718. RaenelteAbbey Pew}_; ~Pct.~ ~ ~ }!~~tl Building Department ~) ~ ~ TI..., '~ ~-- ///01 -~, u ct 01:-fD u/fh~ ., 'f-Re__Pc«_ ~ !~ PERM!: APPLICATIONri«;C!J 0(--/ 7/ Cl:fY OF CARLSBAD BUl~DI~ DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE us~ NL y PLAN CHECK ¥ C ,1 0/ 2.:2.l; EST. VAL. _________ _ Plan Ck. Deposit-----~"-''---- Validated By __ -.c.--~--,t:.,,<-,b,,;:;.=::'-- Date. ___ __,~'--""~"---r-:......,6"'-r'----- Address (include Bldg/Suite #} Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel# 4'l "\j s -r A l LrS. -/I Description of Work Existing Use 11 ~~ · P1oposed Use o le v1 :.f rt:?'1V-_12 M0L:ZA-t\,1111s· SQ. FT. #of Stories ti of BeJritoms # of Bathrooms )t~; .. l50N~i~'f~~Qlf!(t:~iffjt~nf!;~~~-,g ]: ·;';· ·:i::,:: j,·, )"j'·>··./;'!){'j{ff;::if-lf/)/J??:it}~tf/i:?''.;Ji/ ;;){ft:::·:: Name Address City State/Zip Teleph e # Fax# 1a:--.~~AP.P~\~r-4r0~:Y0Z¢9ri~i~gt</r~ .·:;GfAs~rii'lqt"<f9~ti-"i~iof]7EJ)~~H~r:~:"iG3.~:4:i:J§~.t.~l9t::0§~ii·~,r:·:·:{r;~:~f~~!'~~:~;r~i)~~·::;,·;:.:.:::-:. Name · Address City State/Zip Telephone # '.·: , ... ·,.:, •:: \ •,,, r-J ,~.:~~-l:t~E:f.!1 .. ?.-.~" .. Y: .. , ~~~tZ.t{tP,l;tf?~~ r.; ··<c.:.::~i~~ .. ~f!f:~~~· ~~-.~-~ ~;~~~ ~-··,-· .... :··"~~ :,~·. J"-,~t .. .;;.;.QP,!'l!T.BJ.!;QI.9.B,:;-J::,Q.M.e~N.'l.f.:l:P..MJL~,-·-·""·"'"''_, •. , . .., __ "_.,,, .~·w,.·,·'-"· ·"'''' •• ~,""""'-· .. ,,.,,,,,·,,,, .... ,c,.-·~--·,.,;"'~··"·'"''',,,··," . ,., .. .,,oc:, .• ,.,_, ,..,,, ... ·,-·, «t,·,· .. ; ,; ;""''"'"'"'· ,,, '"'''' .i (j. (Sec. 7031.5 Business and Professions Code: 'An°y 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, 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 ($500)}. Name Address City State/Zip Telephone # State License # License Class _________ _ City Business License # f 2t> 4lY ?7 , t/7 Designer Name Address City State/Zip Telephone State License # _________ _ ~~ ... ~9t{[g_~$'f;¢.o~tN.$:i(r(9'N'5\0: :-:·.'.:.r:·: .·, ,,,. ·· .. · :,-,_ · /:, ·: ·.:,1.:)\"~:.;:,·:.:;:: ,;',:.';::-;;~}tt;:,_, '.4;-;-:'f · 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 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) 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 code, interest and attorney's fees. SIGNATURE _______________________________ DATE _________ _ L7~~,'L0:WNER~BOlilDER'DECliAR8:TION!::-:: ,: : :··,,' .·" < 1 :. -·'.~'i;_: ';:s,,J\ ·.·.·,: ½ ", · ~:Y :·/·.~.:.;, : · I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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). 0 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(sl licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reason: 1. 2. 3, I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I I (have / have not) signed an application for a building permit for the proposed work. 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 provide 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 m,1mber / type of work): ________________________________________________________ _ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 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 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. ts,;:t.rtQ,l':'~r~lJ.c11cfr'f~J;NP-JN<a.~~~N.cv~ :· J: :·: : . . =.'§ ·:.- 1 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 _____________ _ l9f\;,.~fPP§All!:t:•.9.!;R.TJf:!QAT!O.NJ,;.,,;/ .":· ,::, ; 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 Citt 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 LIABILITIES, 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 excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Unifor Buildi g Code). APPLICANT'S SIGNATURE _ _.!b-;_~-".~:£:l~~!l!ci!~--lii=.!...._£.~~:,Z..~:te::::~:::_---~ DATE _f;_,,,~~7--7_~_,,._0'_I __ EsGil Corporation 1n Partners/i.ip Wit/i. (iovemment for '13uilifing Safety DATE: 10/9/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-171 rev(PCR01229) PROJECT ADDRESS: 2304 Faraday Ave. SET: I PROJECT NAME: CPS Printing Mezzanine Stariway Revision D~NT ~ D PLAN REVIEWER 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. [ZI 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. [ZI The applicant's copy of the check list has been sent to: Douglas Hazlet 17611 Armstrong, Irvine, CA 92614 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 has been completed. Person contacted: Douglas Hazlet (v . .4.) Telephone#: (949)261-9222 Date~~: 10,to-t11 (by:~ ) Fax #: (858)505-0696 Mail.....-Telephone ..--Fax .,. In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 10/1 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-171 rev(PCR01229) 10/9/01 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-171 rev(PCR01229) JURISDICTION: Carlsbad OCCUPANCY: S-2 TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/9/01 FOREWORD (PLEASE READ): USE: storage ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/1 PLAN REVIEWER: David Yao 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 UBC. 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. Carlsbad 01-171 rev(PCR01229) ,10/9/01 1. 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 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. 2. The scope of the work under this permit application shall be clearly identified on the plan. Sec. 106.3.3.(stairway revision only?) 3. Stairway riser must be 4 inches minimum and 7 inches maximum and minimum run shall be 11 inches. Section 1003.3.3.3. See the exception for private stairways serving less than 10 occupants.(The mezzanine floor area is 3850 sf. Base on table 10-A of UBC. the occupant load is more than 10. The stairway does not meet the requirement of the exception. ) 4. Handrails (Section 1003.3.3.6): Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS 1. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 1133B.4.4, as follows: a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip res.istant as the other treads of the stair. Carlsbad 01-171 rev(PCR01229) 10/9/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad rev(PCR0 1229) PLAN CHECK NO.: 01-171 PREPARED BY: David Yao DATE: 10/9/01 BUILDING ADDRESS: 2304 Faraday Ave. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. stairway revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance / Y I Plan Check Fee by Ordinance Type of Review: D Complete Review D Structural Only D Repetitive Fee =3 Repeats * Based on hourly rate Comments: D Other 0 Hourly 1 I Hour* Esgil Plan Review Fee ($) $120.ool $96.ool Sheet 1 of 1 macvalue.doc Carlsbad Fire Department 01229 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Building Plan Fire Prevention (760) 602-4660 Date of Report: _1_01_15_12_0_0_1 _______ _ Reviewed by: Name: Mc Kinley Equipment Address: 17611 Armstrong City, State: Irvine CA 92614 Plan Checker: Job#: 01229 ------- Job Name: CPS Printing Bldg#: PCR01229 -----------------=-- Job Address: 2304 Faraday Avenue Ste. or Bldg. No. IZl 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 01229 2nd FD File# 3rd Other Agency ID