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Home My WebLink About2251 FARADAY AVE; ; CB081730; Permit,1 (r City of Carlsbad 10-20-2008 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB081730 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2251 FARADAY AV CBAD Tl Sub Type: INDUST Lot#: 0 2120610400 $250,000.00 Construction Type: 5B Reference #: FARADAY RESEARCH: ALTERATIONS TO EXTERIOR OF BLDG. INCLUDING NEW CANOPY Owner: Status: App!ied: Entered By: Plan Approved: lss.ued: Inspect /.\rea: Plan Ch~)Ck#: ISSUED 09/09/2008 JMA 10/20/2008 10/20/2008 NED HASKELL CARLSBAD RESEARCH CENTER L L C 1-2220 EL CAMINO REAL STE 200 SAN DIEGO 92130 858-793-4 777 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 $1,191.93 $0.00 $774.75 $0.00 $0.00 $52.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 515 S FIGUEROA FL #16 LOS ANGELES CA 90071 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee ._ .. Sewer Fee Redev Parking Fee Additional Fees HMP Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? TOTAL PERMIT FEES $2,019.18 Total Fees: $2,019.18 Total Payments To Date: Inspector: $2,019.18 Balance Due: BU)-LDING PLANS _V_IN STORAGE _ATTACHED Clearance: $0.00 NOTICE: Please take NOTIC that approval of your project includes the "Imp ilion' of ees, 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 feesiexactions. 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 ::lnd sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. ., ( C,ity ,of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Building Permit Application JOB ADDRESS 2251 Faraday Avenue CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS 7 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Plan Check No. Cf;() &17 50 Est. Value ~so ooo Plan Ck. Deposit Date q SUITE#/SPACE#/UNIT# APN 212 061 04 00 # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP Faraday Research Center V-B B,F1,S1 Alteration of existing shell building envelope, consisting of the replacement of aluminum and glass curtain walls and storefront windows with new aluminum framing and glass. Construction of a new exterior entry canopy and includes removal of existing exterior concrete hardscape and new landscaping at building entries. EXISTING USE PROPOSED USE DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS · e,mfr & warehouse unc_hanged 0 YESO. NOD YES0No0 YEsONoD E (lfD/fferentFomAppllcant) . Smith consulting Ar Ned Haskell 12220 Camino Real, Ste 200 CITY STATE ZIP San Dieao CA 92130 CITY STATE ZIP San Dieao CA 92130 PHONE FAX PHONE FAX 858-793-4777 858-793-4787 858-793-4777 858-793-4787 EMAIL EMAIL nedh@sca-sd.com nedh@sca-sd.com PROPERTY OWNER NAME Carlsbad Research Center LLC ADDRESS ADDRESS 515 south fiQueroa street, 16th floQr CITY STATE ZIP CITY LosAnQeles CA 90071 PHONE FAX PHONE 714-435-3544 ext 110 714-546-8640 EMAIL EMAIL jjensen@idsrealestate.com ARCH/DESIGNER NAME & ADDRESS STATE UC.# STATE UC.# CLASS See contact. C11701 (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 ,ts 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)). Workers' Compensation Declaration:/ hereby affirm under penally of perjury one of the following declarations: B 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 perfonnance of the work for which this pennit is issued. I have and will maintain workers' compensation, as reQuired by Section 3700 of the Labor Code, for the perfonnance of the work for which this permitis Issued. My workers' compensation Insurance carrier and policy number are: Insurance Co Policy No. ____________ Expiration Date ________ _ "P:li§.section need not be completed if the pennit Is for one hundred dollars ($100) or less. LJ Certificate of Exemption: I certify that in the perfonnance of the work for which this pennlt 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, _25 CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D I, as owner of lhe property or my employees with wages as their sole compensation, will do lhe 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 himseff 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 Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. OYes ONo 2. I (have I have not) signed an application for a building pennit for the proposed work. 3. I have contracted with the following person (finn) to provide the proposed construction (include name address/ phone/ 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 I address/ phone I 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 I type of work): ~ PROPERTY OWNER SIGNATURE DATE .. ·-t .~~0©~:.~~~i~~~fb, ©©OQ;IDO~ Jyn/~iiiO'&~: ¢,~~ ,, , · :, . '. ·,', Is !he applicant or future building occupant required to submit a business,.!l'2!l, 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 WNo · Is !he applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? Des 0 No Is the facility to be constructed within 1,000 feet of !he outer boundary of a school stte? 0Yes L!::.JNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affinn that there is a construction lending agency for the perfonnance of the work this pennit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address ,, '\ \ ,! ,, ,, I certify that I have read the application and Slate th at the abO'le lnfonnatlon 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 aulhorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SA VE, 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 helghl EXPIRATION: Every permit issued by the Building Official under the provisions of is Code shall expire by !imitation and beccrne 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 bys permit is s spended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). RS APPLICANT'S SIGNATURE DATE Cit~ of Carlsbgd ...-..-...:•• ... Plan Check No. lL A()~ J 7. ~ 0 N ~ ~ 1635 Faraday Ave., Carlsbad, CA 92008 ~~~ Est. Value 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 Plan Ck. Deposit "'-._4'l~ •• -:i..~ ._ Building Permit Application Date I JOB ADDRESS SUITE/I/SPACE/I/UNIT# IAPN 2251 Faraday Avenue --- CT/PROJECT II ILOT/1 rHASE# r OF -UNITS r BEOROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. lYPE I OGG. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) EXISTING USE I PROPOSED USE rARAGE {SF) PATIOS {SF) I DECKS {SF) FIREPLACE rlR CONDITIONING I FIRE SPRINKLERS YESO. NoD YES 0No D YESIZJ NoD CONTACT NAME (If Different Fam Applicant) APPLICANT NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE 'FAX PHONE (AX -- EMAIL EMAIL PROPERTY OWNER NAME CONTRACTOR BUS. NAME Bvcor General Contractors ADDRESS ADDRESS 6490 Marindustry Place CITY STATE ZIP CITY STATE ZIP ·-San Dieao CA 92121 PHONE 'FAX PHONE 'FAX 858-587-1901 858-587-1903 EMAIL EMAIL -. Gshinn@bycor.~om ARCH/DESIGNER NAME & ADDRESS I STATE UC.# STATE UC.# ICLASS B I CllY BUS. LIC.11653400 . 444203 {Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair an~ structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tliat 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)). Workers' Compensation Declaration: / hereby affirm under penalty of petjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [Z] I have and will maintain workers' co_mpensallon, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy . number are: Insurance co Insurance Company of Th• West Policy No. WHO216~23001 Expiration Date 6,fJ)f/09 1]Jj§, section need not be completed if the permit is for one hundred dollars ($100) or less. LJ 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 w kers' 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, da vided for in Section 3706 of the Labor code, interest and attorney's fees. I I i ~ CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's Ucense Law far the fallowing reason: D D 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 compleOon, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I 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. 0Yes 0No 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/ 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 I phone/ 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/ type of work): ~ PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business,Jl!sQ, acutely hazardous materials registration fonn or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes L..JNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a~ality management district? Dves D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes LJNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I oertifythatl have read the application and state that the above lnfonnation ls correct and that the lnfonn!jlion on the plans is accurate. I agree to complyllith ail City ordinances and State laws relatingto building construction. I hereby authorize representative of the City 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 pennit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pennit 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 pennit is not commenced within 180 days from the date of such pennit or if the ing or work authorized by such pennit is su ended or abandoned at any time after the work is commenced for jriod of 180 days (Section 106.4.4 Unifonn Building Code). £) APPLICANT'S SIGNATURE ,, ¾_ DATE //I):...... ,i.. g' I Citv of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fi.r:0-:::::, --::::.-- Plan Check #: Date: 06/04/2009 Permit#: CB081730 PermitType: Tl Project Name: FARADAY RESEARCH: ALTERATIONS Sub Type: IN DUST TO EXTERIOR OF BLDG. INCLUDING NEW CANOPY Address: 2251 FARADAY AV Lot: 0 Contact Person: GREG Phone: 6198954287 Sewer Dist: CA Water bist: CA .......................................................................................................................................................... Inspected Date (g. t~ [~ Approved: JDisapproved: __ By: CL! 0u'v, /---Inspected: Inspected c;, Q Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ••••••••11••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••n11nn111111t Comments: ------------------------------- City of Carlsbad Bldg Inspection Request For: 06/04/2009 Permit# CB081730 Inspector Assignment: PC Title: FARADAY RESEARCH: ALTERATIONS Description: TO EXTERIOR OF BLDG. INCLUDING NEW CANOPY Type:TI Job Address: Sub Type: INDUST 2251 FARADAY AV Suite: Lot: 0 Location: APPLICANT NED HASKELL Owner: CARLSBAD RESEARCH CENTER L L C Remarks: Total Time: CD Description Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# Phone: 6198954287 {J/ Inspector: \(_..../ ------~-- Requested By: GREG Entered By: JANEAN . \ 7 CV030901 CLOSED Z-RETAIL SALE IN P-M ZONE; HAND HELD SIGNS CV060177 CLOSED Z-MONUMENT SIGN W/O PERMIT; Inspection History Date Description Act lnsp Comments 04/15/2009 15 Roof/Reroof AP PC 04/08/2009 84 Rough Combo AP PC ENTRY CANOPY 03/20/2009 11 Ftg/Foundation/Piers AP PC SEAT WALLS 02/23/2009 17 Interior Lath/Drywall AP PC 01/21/2009 11 Ftg/Foundation/Piers AP PC Citv of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Rt@ Plan Check #: Date: 06/04/2009 Permit #: CB081730 Permit Type: Tl Project Name: FARADAY RESEARCH: ALTERATIONS Sub Type: INDUST Address: Contact Person: Sewer Dist: TO EXTERIOR OF BLDG. INCLUDING NEW CANOPY 2251 FARADAY AV GREG CA Phone: 6198954287 Water Dist: CA Lot: 0 .......................................................................................................................................................... Inspected. S6' Date ie,( d" ( O°:)Approved: ~Disapproved: __ Inspected: By: Ct µ0""" Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: ------------------------------ RT0005 ~ .... !: s'o 10 & ~ESTI NG. me. " "' f :::; SOUTHERN CALIFORNIA SOIL & TESTING, INC. • 6 ., "' UI " !; 6280 Riverdale Street, San Diego, CA 92120 Phone (619) 280-4321, Fax (619) 280-4717 83-740 Citrus Ave, Suite G, Indio, CA 92201 Phone (760) 775-5983 Fax (760}' 775-8362 0 "' I cl ~ I I PL I DI I SCS& T FILE NO.: 0911012 P.O. NO.: ___ _ NC I DI I FIX I DI PAGE1 OF.6. FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE OREINFORCED MASONRY 181 WELDING OFIREPROOFING 0 Q.C. CONCRETE 0 ROOFING/WATERPROOFING O P.T. CONCRETE/STRESSO EPOXY ANCHORS 0 H.S. BOLTING 181 NDTUT PROJECT TITLE: rHASE#: DSA FILE NO.: DSA APP. NO.: Faraday Research Center building alterations PROJECT ADDRESS: PERMIT NO.: PLAN FILE NO.: 225 Faraday Ave., Carlsbad, CA CB081730 ARCHITECT: ENGINEER: Smith Caonsulting Architects Prime Structural Engineers GENERAL CONTRACTOR: SUB CONTRACTOR: Bycor Struct Steel LOCATION OF WORK INSPECTED: North west canopy MATERIAL CLASSIFICATION: DATE; DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 1200 TIME DEPARTED: 1300 2/23/2009 TOTAL: 4 HRS 1.) Performed ultrasonic testing (UT) as required. See the attached UT report, page 2, for locations tested and test results. 2.) UT was performed at the north west canopy moment connections . • - - i . Inspector Name (print) : Ramon Thomson P.E.REVIEW: - CBC/USC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved lans, specifications and applicable sections of the governing building laws. ~~-b~ spector Initials __ UT Level II -DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with INSPECTORS SIGNATURE REGISTRATION No. the requirements of DSA/OSHPD approved documents. Sampling and testing were conducted in ~~~ .H-:. /;;:2.J-of accordance with the requirements of the DSA/0SHPD approved documents. The work inspected complies with the DSA/0SHPD approved documents. Yes;_O_ No:_[]_ Inspector Initials_ •suPERINTl;illlOJaNTS SIGNATURE DATE SCS&T REV 2/06 ULTRASONIC TESTING REPORT Page 2 of 2 PROJECT NAME Faraday Research Center building alterations DATE 2/23/09 FIELD IX! SHOP D CONTRACTOR I suB BYCOR / Stru ct Steel JOB# 0911012 PERMIT# CB081730 Equipment/ Technique INSTRUMENT MANUFACTURER/ MODEL/ SERIAL NO./ CAL. DATE DUE TRANSDUCERS TRANSDUCER 1 (90') KRATKRAMER, USM25, 35051, 6/27/09 GE 2251" SIN 01NR3H REFERENCE BLOCKS MODEL /TYPE/ SERIAL NO. I MODEL /TYPE/ SERIAL NO. TRANSDUCERS TRANSDUCER 3 (60') IIW TYPE II STEEL 045207 DSC STEEL 15540 GE 2.251.75X.625 SIN 01NB7F UT PROCEDURE# I QUAUTY REQUIREMENTS 90' I 70' I so· I TECHNIQUE RT & I T-01 AWS D1.1 (2006) Sec. 6 Table6.2 REFERENCE (db) 22 I 60 I 54 I Abbreviation Key Items Examined/ Tested Floor or Weld ID; Location, or Interpretation Piece Mk. Part Number Description #Weld(s} Accepted Rejected North west canopy frame moment connections C/.9 NORTH Top flange and ~ottom flange 2 C/.9 SOUTH Top flange and Bottom flange 2 C/.9 WEST Top flange and Bottom flange 2 C.3/.9 WEST Top flange and Bottom flange 2 Tested Total Welds 8 Comments: lndication(s) Found on Welds DECIBLES (db} Discontinuity (in.) .<= ..., &. "O C :;I 0 V) E ., 0 u ~ a:~ ~ ~ -s~ a,~ '2. • Distance ..., u l}. :t 1---~--~ ~ FromX FromY ~ ':j C C 0 ;: +;i C CO 0 :;I u -~"' ·-> Cl UJ 2 0 2 0 2 0 2 0 Accepted Rejected 8 0 TRANSDUCER 2 (70") GE 2.251.75X.75SIN O/NLLP TRANSDUCER 4 (45') GE 2.251.625x.625 SIN 01NL89 45' COUPlANT MANUF. /TYPE/ BATCH NO. 54 Sonotech UT-X /FE Repaired Remarks 0 0 0 0 Repaired Final Acceptance I Final Rejection 0 8 I 8 Remarks To the best of m knowledge the statements in this record are correct and the above tests were prepared and tested in conformance with the project requirements and the noted UT procedure. Inspector Name (print): Ramon Thomson !Level: UT II - . < SOIL & TESTING, INC. ,~x .. -~ · . 1i!J- ~fl souTHERN·:c:ALIFORNIA SOIL & TESTING; INC. 76656 6280 RIVERDALE STREET, SAN DIEGO, CA92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740CITRUSAVENUE; SUITEG; INDIO, CA92201 • Phone(760)775-5983 Fax(760)775-8362 /./ SCS&T FILE NO._· _,,f,_?---'9'--...::./-:::./.....:L='J ...... /_~=-...=·· _ "' ,/' P.O. NO._· ________ _ I C I ( I I PL I I I NC I I I FIX I I PAGE I OF I FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING D Q, C. CONCRETE 0 ROOFING/ WATERPROOFING D P.T. CONCRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING ,,,,...,.. -{::,LZJ?;J.,I / PR©clECT TITL~ 171,lt/l. 1/lv J.f~fir: //It_ <.,It./}/? C.-J .J _ 0 ~ 6 DSA FILE NO.: DSAAPP. NO.: PROJECT AD(?EESS FA1f11/JdY PERMIT NO.: PLAN FILE NO.: I )Jr-· A 1/,i.:-Ci? Dr? /7._ ~re:> Cn</ <;_J?/1-,4) ---~ I ARCtECT: . ENGINEER: ,...S:/l,,.,;§;TJI r"'. ,,..... ~ ~,,. f'tf<.1 l½ L: t' 0tJ \ ,, ) t.../ )t.l / .. 5 GENf RAL CONTRACTOR: (?Yco1£ SUB CONTRACTOR: C:.,GJ LO~F WORK INSPECTED: ~ IAJC...S:1 ~s,011 DF ./<L,1~ C--4 ,v () jd ~l 6Jli ~' -~ MATERIAL CLASSIFICATION: -- /CJD --AL7P1 J-/!}lf -!,J,. e__ 1107 I DATE / / ,, DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: 2~L:tltYt/ hlln.:..;1 fJ.-::Pt.-,o / / -::) '( r--.µ! r) ,-) -/ /7t...t1 e;_,e._ i~k:rJ i-DI: ...... H.? " L (. L ,..\/.:. ~' e:,.._f I H,K-I r·~- 1-/Jl? /Oo -. J.,/,.,. A.JO/-.J '"--\ If ~4_ I ,ti ;'<,_ 6/Z.Dl_J T tr ;;; ~ -. ,, 1'1.>~ I P"t c;.,~ 11n-;, ) l},_(, tLlJ. Llf'..J L] 1.Lfi... /'J d...A-~-, -J Tlfi/._ (~? l. C-Ar....Jv?'--/ r i) / t ,J M fV ( DA-J t,.Ji ... <-:. T ... _':/Of...; ;~J~ I!. ;){.,; -.r-&?r11.J£ r~--) 'i 4;' c._vL ,I ---1 . , ( __ , .. c;,;..,..x-s Foa. • -e" ~l)/l,•rP A:.:11 _s.:.::: It/ 11, ~,/l'?X.t,,. .. J6 j j-} n:s, .. ·. .. .. -. ,,, ·---.. /l / I P.E. REVIEW: I UBC I-hereby certify that I have Inspected the above reported work. Unless noted otherwise, I I ,~-_ . ./ e work Inspected Is to the best of my knowledge in compliance with the approved plans, ., J ..,.,.,..--r ,# .,..-0 '·-9 ,-t::i -. .~c ecifications and applicable sections of the governing building la~ L .' _,... I /.,._ / rispector Initials ~ r ,_ :, ,., ( ' <{ \ /.1.~ .... I ~f,.-".~~-~ ,...;.. ---· l /· I' f' ., INSPECTGJRS'61GNATURE ~-1 REGISTRATIOf NO/ ' ' li.,..., , f'!N -4« M/{ DSA I hereby certify that I have inspected the above reported work in accordance with tli~ ~ l j,··JC requirements of DSA approved documents. Sampling and testing were conducted-In ,.J/ 1/'''i' ...,;i / { *' accordance with the requirements of the DSA approved documents. The work inspected •su; ERINTENDENTS SIGNATURE DATE/ / complies with the DSA approved documents. I ' Yes: No: Inspector Initials: *signature authorizes.the above work SCS&T 205 REV 2/06 . ' 't -.• ·~.t•~::: :.[i): ', ~ SOIL & TESTING, INC. i~~ souTHERN.eALIFoRNIA s01L & TEstiNG, 1Nc. 6280 RlVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740CITRUSAVENUE, SUITEG, INDIO, CA92201 • Phone(760)775-5983 Fax(760)775-8362 86224 SCS&T FILE NO._· ---'-'-09,"-'-'¼'-'-'/_,/ /4""-)"-'V,.=f=------- ,., ,, "' P.O. NO._· ________ _ I PL I I I NC I I I FIX I I PAGE I OF / FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY i'lil'WELDING O FIREPROOFING ,, . ' D Q, C. CONCRETE D ROOFING / WATERPROOFING D P.T. CONGRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING D ,. --- PROJECTTITLE: ~ 1'J /.J. 'PHASE #: . ,. hvr1rl1u /T,tr,i{/Jffh f i?f'll;,/ DSA FILE NO.: ,./ ... }///J ElSAAPP. NO.: 1 / ;-J/A PROJECT ADDRESS ,-..,P . (':; -f · Z14"1 J;iarl..1d, 1ilZ/. PERMIT Nf!f-1;(}8 tlJO PLAN FILE NOl ·-ENGINEER:,v • <'4 I ·rnlf!t! , )fY-f/t.lua GENERAL CONTRACTOR: • 'ix,( . t?u/ur I 0;1.rln.1..c hd Fl SUB CONTRACTOR: I ? / wn/.r, fr.ff/I/ LOCATION-OF WORK INSPECTED: V .r'. ./} . . _ c::.wMJ?rA r ~,1m1u , ~?:-A I MATERIAL CLASSIFICATION: ~ /1. A -:J L.. J:'/7 /I tJ L::::. i/r -o b.JIZ.X 2(;;; .0/J.,JtJ'J<; DATE I DEscR1PT10N oF woRK 1NsPEcTED: nME ARRIVED: cTli:.lt.J ,~zq.tJ9 TIME DEPARTED: /$pd I I P.E. REVIEW: ·use !·hereby certify that l·hcive·inspected the above-reported work. Unless noted otherwise, -"' , .,:, , e work inspected is to the best of my knowledge In compliance with the approved plans, /2 1/ /4. --:/ 1 /i clficatlons and applicable sections of the governing building laws. / r-·p • , go /7f~-/, ,-1 • . ",,.,;ff ,I~ / t ..,,-V"'-L_ > ,_..,,.,_.,,_1,.,-:d Spector Initials r 'LV' .I? INSPECT0RS)1GNATURE .,____,.,, (/ DSA I hereby certify that I have inspected the above reported work In accordance with the . (./ .reqtiirements of DSA approved documents. Sampling and testing were conducted.In·" REGISTRATION NO. I-Z!3·¢J9 accordance with the requirements of the DSA approved documents. The work inspected . *SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. Yes: No: Inspector Initials: *signature authorizes the aqove work SCS&T 205 REV 2/06 \. •• .... C SOIL Bi TESTING~ INC. ' • 1 ~ .. SOUTHERN CALIFORNIA SOIL. & TESTING, INC .. · 8825·5 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740CITRUS'AVENUE, SUITEG, INDIO, CA92201 • Phone(760)775-5983 Fax(760)775-8362 LEA# Q47 .. SCS&T FILE NO.: 01 \ \ otQ.. ----P.O. NO:.__ _______ _ C X PL NC FIX PAGE \ OF FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY ~ELDING O FIREPROOFING O Q, C, CONCRETE O ROOFING/ WATERPROOFING OP.T. CONCRETE/STRESS O EPOXY ANCHORS O H.S. BOLTING O __________________________ _ DSNOSHPD FILE NO.: -- PRINT NAME CBC/ICC I hereby certify that I have inspected the above reported work. Unless noted rwise the work inspected is to the best of my knowledge in compliance with the . 'roved plc;ins, speci · i:rtlons nd applicable sections or-the governing building laws. · nspector Initials -+./-A--+1--"---'---- DSA/OSHPD I hereby certify that I have inspected the above reported work in accordance with the requirements of DSNOSHPD approved documents. Sampling and testing were conducted in accordance with the requirements of the DSNOSHPD approved documents. The work Inspected complies with the DSA/OSHPD approved documents. Yes: __ No: __ Inspector Initials: *signature authorizes the above work DSAAPP. NO.: --PLAN FILE NO.: P.E. REVIEW: REGISTRATIGJN NO, DATE SCS&T 205 REV 2/09 EsGil Corporation In (Partnersfiip witli government for (}3uiufing Safety DATE: September 16, 2008 JURISDICTION: Carlsbad PLAN CHECK NO.: 08-1730 PROJECT ADDRESS: 2251 Faraday Avenue PROJECT NAME: Faraday Research Facade SET: I D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictfon's building codes. cg] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: cg] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. ·-Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person cg] REMARKS: OK to issue with the applicant writing the requirement for field welding special inspection on the Cover Sheet of the plans. By: Bryan Zuppiger Esgil Corporation D GA D MB D EJ D PC Enclosures: 09/11/2008 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858)560-1576 CarL~bad._._.08 .. 1 730 September 16, 2008 JURISDICTION: Carlsbad [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 08-1730 PREPARED BY: Bryan Zuppiger DATE: September 16, 2008 BUILDING ADDRESS: 2251 Faraday Avenue BUILDING OCCUPANCY: B/Fl/S1 TYPE OF CONSTRUCTION: VB BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. fac;ade 350 21.06 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance --------··---· -----·-··;--i Bldg. Permit Fee by Ordinance i ,.. I -------·-··--------*----------- Plan Check Fee by Ordinance ,.. I ----------------__________ ___J Typ~ of Review: 0 Complete Review D Structural Only D Repetitive Fee =3 Repeats Comments: D Other 0 Hourly .__ ___ __,JI Hour* Esgil Plan Review Fee ($) 7,371 7,371 $91.951 $59.771 $51.491 macvalue.doc . OC'f-l0-·2008 :FR-I 10::32 .AM CITY ·OF CARSLBAD FAX NO. WO 602 8558 SPECIAL lNSPECTION :PJlOGMM ADPR,F;SS OR LEGAL-DltS.CR,lPTiON;: .. ;2251 -F=¥A~'( ,eVEi.l ½.E .CA@t512iAQ , CA I P. 03 PLAN CHECKNUMBER:-C13D8\13D OWNER?$ NAME.-~ 26$E()'2.Cl-l ca-\TQZ.. LLc , , . -~ as"tbe own~!:', or agent of.the o. · (contrll/!tors may not .employ the-special inspector), certify that I. or. the-architec.tlen:girr -pf recora,. will be responsjble for ,employing the -.sp~ial ipspect,;ir(a) · f ired . the Unifotm Butlding Code (UBCl Section 1701.1 for ·the cpnstructio .oj lo.c B ·at the site. listed· above, tJBC Section-l06.3.S, · < '11_ as the arohitect/eng · eer of r.eoord, ·c(:rµfy fhat I ha,v.e prepared· the·f91lowing ·special inspection progr~ as-reqµjred by '(JBC S~tion 106'._3!5 for1,the c.ortstruction proj~ct locnted-at the site listed nbove. · Signed ...f-----,4~~~~~~4-------,- L List ofwQrk.requiring speci~l insp~tio~; IJ D :Ci 0 D Soils Compliance Prior to Foundation Inspection }!_ S!ructural Conc~t~.pver 2.500 P$I D Prestressed Concrete D StrUctural Masonry Cl ;Designer Specified D Field Welding High St:rengt~Bolting ExpansioniEpoxy Anchora S,l)rayed-On Fireproofing Other __ -,,.-___ _ 2:. A. B. C. .3. A. B .• C. Name(.s) of ipdiVidua:l(s) or flnn(s) responsible for-the special ipspectiori listed above: t), ~-L°'-bs !.. Bur-cqu Ve,v-1 ~O\_f .. . r .. Duties .of the ~pedal ·inspectors·fo.r the.work listed abov~: I ti\ Sped-... -€e-_l d . w~ l d--~ .. ' BUILDING PLANCHECK CHECKLIST DATE: w S'/6cJ PLANCHECK NO.: cs{)(3 /7:Jo BUILDINGA DREss: ~ ~ PROJECTDESCRIPTION:=c, ~ J~o >/\0..c.-,1 ~ ASSESSOR'S.PARCEL NUMBER: c}.,(J-... o{p( ... Olf r EST. VALUE: ___ t't;v-h~ APPROVAL ENGINEERING DEPARTMENT DENIAL ~")e The item you have submitted for review has been attached report of deficiencies approved. The approval is based on plans, marked wit . Make necessary corrections to plans information and/or specifications provided in your or speciy ati s for compliance with applicable submittal; therefore any changes to these items after codes arid stan ards. Submit corrected plans and/or this date, including field modifications, must be specifications to his office for review. 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. D A Right-of-Way permit is required prior to construction of the following improvements: By: By: Date: Date: FOR OFFICIAL USE ONLY NGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: 0 Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm water Applicability Checklist Date: Name: ENGINEERING DEPT. CONTACT PERSON 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: F:1Bu1Lo1NCJ!~CjK'gr,alj>t!fy1°A venue • Carlsbad, CA 920013-7314 • (760) 602-2720 •· FAX (760) 60~1!.'8'5'62 (!) 1. BUILDING PLANCHECK. CHECKLIST SITE PLAN 2ND 3RD D D 1. Provide a fully dimensioned site plan drawn to scale. Show: D A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures C. Existing Street Improvements G. Driveway widths H. Existing or proposed sewer· lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service D 2. Show on site plan: · IT) Drainage .Patterns ~ ~ (v~ ~M-S ~ S.hcJVV. ~ [l L/ 1. Building pad surface drainage must maintain a minimum slope of one ~ f ;t'e. percent towards an adjoining street or an approved drainage course. ~ ~-o--iik/ 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive 1 drainage of 2% to swale 5' away from building." ~~ - B. Existing & Proposed Slopes and Topography . -o '"'V '-::5" C. Size, type, location, alignment of existing or prop9sed 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. D. Sewer and water laterals should not be located within proposed driveways, per standards. D 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description 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 ' F:\BUILDING PLANCHECK CKLST FORM.doc 2 Rev. 7/14/00 l BUILDING PLANCHECK CHECKLIST 1 sr 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE D D D D D D D D F:IBUILDING PLANCHECK CKLST FORM.doc 4a. Project does not comply with the following Engineering Conditions of approval for Project No. __ --,----------------------,,--- 4b. All conditions are in compliance. Date: _________ _ DEDICATION REQUIREMENiS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 171000 , · pursuant to Carlsbad Municipal Gode 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. Applic~tions 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 $ 821000 , 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 .. 3 Rev. 7/14/00 D D D D D D o·o ·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: ---- 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 $430 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. Future public improvements ·required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective D improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prio_r to occupancy._ GRADING PERMIT REQUIREMENTS ' The conditions that invoke the need for a grading permit are found in Section 15.16. 010 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer rtn.ist 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. Grading Inspector sign off by: · Date:· --------------- D . 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:IBUILDING PLANCHECK CKLST FORM.doc 4 Rev. 7/14/00 ,., D D· F.IBUILDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan . . MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMrr 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-Wwpennit req'!ed for: ~~ ~ 6c5Y (-<-qy"+:: -Q11: -w3/ _ ~~---M 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 7138, 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 a.a.STORM WATER COMPLIANCE FORM L . . ~~uires PSWP (project storm water permit): # ?;s~o<B;l.o~ . · ~ I/Tier II (R.equires SW PPP) -Please complete attached forms ~ v-,e.d"Um 0 Exempt,_ P!ease 9omplete attached exemption form w~~ <d-o_ b~. 11 . FEES ¥ v,;iJl t'-eS~ JJ;,,(. -{3.e-svr-e--4o ~ o Require<;f fees are attached O No fees -required 5 ~Lo ~ _sroah1 ~ ~-f:e,~ ~- Rev. 7114/00 D F:IBUJLDING PLANCHECK CKLST FORM.doc BUILDING PLANCHECK CHECKLIST 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. • 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 a_nd met~r 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 calculafions. 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 (PO9) . • 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 6 Rev. 7/14/00 \ J BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 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 service boundary, the City intends on. switching these irrigation services/meters to a new recycled water line in the future .. ~ D D 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 recycl~d 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 thr13e 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. D D D 13. Additional Comments: F:\BUILOING PLANCHECK CKLST FORM.doc 7 Rev. 7/14/00 CITY OF CARLSBAD STANDARD FORM-TIER 1 STORM WATER POLLUTION PREVENTION PLAN STORM WATER COMPLIANCE CERTIFICATE - ./ My project is not in a category of permit types exempt from the Construction SWPPP requirements ./ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ./ My project does not requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) ~ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING . CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2)-ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHTOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. 0 ;::fT"'4 rz:A-1 ,uu NT NAME (PRINT) s:" STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN- OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTRQL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN - PLACE AT THE END OF EACH WORKING DAY WHEN THE - FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES fROJECT INFORMATION SiteAddress:J;s/ ~ ~ Ass~ssor's Parcel Number: J./J-., OG I --Otj ProjectID: C,{!J(!)jJ/7 'JD Construction Permit No.: PS\? 0 5 :}_oJ. Estimated Construction Start Date -\ \ -I -OP, Project DuratioI! __3 Emergency Contact: Months Name: DAYE DOF'FIH<=;J 24 hour Phone: 019 -3'3 9 -2 '5$2. Perceived Threat to Storm Water Quality D Medium Jf.Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD ST AND ARD TIER 1 SWPPP Approved By:\::: t,;.J ;._ J'---, Date: Page 1 of '2-- ~ , ,_ 11 ').,., . (~ ; l;t· i'f , .. -if ,.1,- :1 Erosiori Control BMPs T'@cklng Non-Storm ater Management B"1Ps Wiiste Ma~agem~nfai'i'~ Mate_iials Pollution Control BMPs - , •'\\ Best Management Practice (BMP) Des~riptiori -+ i;:A~~ pesignation ? Construct{oli · Activity · Grading/Soil'Di$~i:ice T"'!~chln~cayaiion· - .!!3 m , CD l:E g, -g-ffl oil :c m3: , ,, CD .E :g.CI) ..91 ::, -"' CD ~ :E 0151 S! -g.cc !ij O ii!! Cl :i:: WC ~ 1 C7j> I ~ (.J (.J -(.J W W.· W C. en C I!! 0 ~ CD 'E I,) C CD CD C. 0 ~ ~ E 'c CD ci5 -en ..... hl ..... ct? I w -W en u, Sediment.Control ~MPs i:, C m E Cl lii -a; CD c. "E c :ai ii . -, E Cl CD Cl m C .!!l I .s a:i I!!§ m m 0 ~ a:i en E Cl .:i: l m o:g -::, .c 0 ... CD ::, i:, • E s CD CD e u C .c .c -m m .s e 0 u:: Cl en> Cl) Cl) D.. 'i It) f-9 ~ a) 0 w I ..... w w ·W _W I en en Cf) u, u, w u, I Co~IBMP~ c: I C 0 0 'fl c3 2 2 I :g· in C 0 I!!· 0 0 Cl-0 i:>-w i:,· >, ~: IS m =~ JS e .c· m t5,g .SI 0 Cl) a:: ... ~ ~ a:: I-I- C 0 l _CD en C 0 CD 0 CD ~ .B· s·u il -Cl C 'c -c -c: . Cl i:, CD cc mo Cl;: CI!! ~ 8. D.. 0 ... I(') I I ~ ··~ C' ... 0 C 'fii· l f _g. -::, 1:: CT CD W ii "'C >· C > m Cl CD CD C 1i uc .SI :C m 0 CD .9! D.. >O ~ I C7j> en u, z. z -c C m ~ 1 ~ 0 a, _.,, :::::, ~&1 ~ ;l!! I!!, S! ca .S", ca . :E Cl) :E ! - ':c CD E CD 151 ·C CD· :E 'I \'· ' -c. -i-1 c-!' ,g C CD ..91· e ~ -~g 8 . := C -C. 0 Cl), Cl) 0 l ~ •CD CD C· ;!:: C: ai ~-lg ~· ~CD OCD >Cl,'EC> B ~~ i~ ~ O~, CD~ en"" : ::i::"" .. -. . I -I . -I I -·I . I: --I I.. I -I I .. _ . . . I I I I I I .: I I -· I · -. . :s•"'"i...mng --I _ I -J · I -I -I --1 I-· ,...,.... Drilling/Boring _ · !XI Con~Asphalt.Sawcuttlng J, / IXI CQ11qrete,flatworjc_: . I7 .,J 7·· :0 Paving_ '1 Conduit/Pipe ·1n$lla~on .S! CD• m-3:: 5i CD E' -CD' e ci um cc om 0~ a). i s',: v 7 .. J-~cqoiMo.rtar_.Work IX! VV~st.e Dls__e_os·ai · [,'/"_•· Staging/lay Down Area· ~quiphl_en,t M~lnterian~-and Fu~Urig Hazjirctous,Sub_sfailce ·use/Storage: Deef.i!eripg · . $it~~c~ss Acri;>.~ D,irt !):tiler <~t): . ' . t' Instructions: Begin by revie~g thi; list of construction activities aJ1d chec~g the box to the left of any a~~vity that will occur dutjng the.prop9sed c~nstiuctiqn. ~dd.any·other activity' de~criptioJs in the blank acti~ty desc_ription,bo~~s p~ovided f9r that l'urpose·~d })lciee a ch.eek in the bo~ imµiediatelyto the \effqf_the ~de~ a.ctivjty-?escriptjqn. ~or each activity" 1escrrihe~:pickone or ~?~'9est maJl~~~µient - practices .(BMPs) from the list located alon t;he top of the form. Thenplac~ ~ X~ the box at t;b.e.place_where-the ~tiv1ty rqw intersects with t;he BMP colu.mµ.. Do ~s for each:ac~vity $rt wai,·.cµepked offand for each of the. selecti;d BMPs selected frl:>:m the list For ~pie ,-'If tli.e p,r1:1ject includes site access. across dirt,. then check the box to the left of "Site ,Ac¢ess Acrqss Dirt". Then·revii;w tlte list-fof somethµtg · t;hat app)ies-s:uc:b. as "Sta\,ilized. Construci~nilngri::ss/Egre!!s" iµtder Trctcking Control. f gllc,w along ~e "Si~ Access Across Dirtn row until you:get to the "~tabilized Construction Ingress/Egress'.' c6bmm 8.Ild pJ~e an x;µi the·box where the :two meet. As anot;her example say the project incl~ded-a stockpile-.tha:tyou inte1,1d to.coyer with.a pl~tic sheet Since .plastic sl!,eeting is riot oh the .list of BM;Ps, -tjieit write. in "Cover with Plastic" in ·the blank column under the heading Erosion Contr,ol BMPs. then place an X in the boJC. where "Stockpiling" ,row intersects the new "Cover withPlastlp;' colUJ!1h. · · , ~ • -w. '' ---}-. -----·· To learn more about wpat.eacµ I3MP des~pption ri:ieaits1 you ajy wish t9 teview thi;.BMP Reference IJandout prepared to assist appliqants in tlte :selectfo1,1 of appropriate ~~st Mana~efueritPractici:: ,measures. The. teferenie also explains the California ·siormwater Quality Ass_ociatiorr (CASQA) design,atioh and:how to apply the various selected,BMPs to a project · · · \' _\ ,,•: I i ::1 P.~g~·iof~c ) I SECTION 2 SIGNIFICANT REDEVELOPMENT: YES NO 1. Is the project an addition to an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 2. If you answered NO, then you ARE NOT a significant redevelopment and you ARE NOT subject to PRIORITY project requirements, only STANDARD requirements. Please check the "DOES NOT MEET PRIORITY Requirements" box in Section 3 below. 2. Is the project one of the following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring surface parking lots? C. New sidewalk construction, pedestrian ramps, or bike land on public and/or private existing roads? d. Replacement of damaged pavement? If you answered NO to ALL of the questions, then proceed to Question 3. If you answered YES to ONE OR MORE of the questions then you ARE NOT a significant redevelopment and you ARE NOT subject to PRIORITY project requirements, only STANDARD requirements. Please check the "DOES NOT MEET PRIORITY Requirements" box in Section 3 below. 3. Will the development create or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1 )create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY project requirements. Please check the "MEETS PRIORITY REQUIREMENTS" box in Section 3 below. If you answered NO, you ARE NOT a significant redevelopment, and you ARE NOT subject to PRIORITY project requirements, only STANDARD requirements. Please check the "DOES NOT MEET PRIORITY Requirements" box in Section 3 below. I SECTION3 Questionnaire Results: Address: MY PROJECT MEETS PRIORITY REQUIREMENTS, MUST COMPLY WITH PRIORITY PROJECT STANDARDS AND MUST PREPARE A STORM WATER MANAGEMENT PLAN FOR SUBMITTAL AT TIME OF APPLICATION. MY PROJECT DOES NOT MEET PRIORITY REQUIREMENTS AND MUST ONLY COMPLY WITH STANDARD STORM WATER REQUIREMENTS. Applicant Information and Signature Box This Box for City Use Only Assessor Parcel Number(s): City Concurrence: Yess No By: Date: Project ID: • ~ ' Z.-Z.. 51 P-AJZADA'-/ A\/fe. J SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE YES NO Does you project meet one or m~re of the following criteria: 1. Home subdivision of 100 units or more. X Includes SFD, MFD, Condominium and Apartments 2. Residential development of 10 units or more. X Includes SFD, MFD, Condominium and Apartments 3. Commercial and industrial develogment greater than 100,000 square feet including garking areas. Any development on private land that is not for heavy industrial or residential uses. Example: Hospitals, x Hotels, Recreational Facilities, Shopping Malls, etc. 4. Heavy Industrial/ lndustw greater than 1 acre (NEED SIC CODES FOR PERMIT BUSINESS TYPES) t< SIC codes 5013, 5014, 5541, 7532-7534, and 7536-7539 5. Automotive repair shop. x__ SIC codes 5013, 5014, 5541, 7532-7534, and 7536-7539 6. A New Restaurant where the land area of develogment is 5,000 square feet or more including_ garking_ X ~ SIC code 5812 7. Hillside develogment X (1) greater than 5,000 square feet of impervious surface area and (2) development will grade on any natural slope that is 25% or areater 8. Environmentally Sensitive Area (ESA). Impervious surface of 2,500 square feet or more located within, "directly adjacent"2 to (within 200 feet), X-. or "discharaina directlv to"3 receivina water within the ESA1 9. Parking lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban X runoff 10. Retail Gasoline Outlets-serving_ more than 100 vehicles ger day X Serving more than 100 vehicles per day and greater than 5,000 square feet 11. Streets, roads, highways, and freeways. X Project would create a new paved surface that is 5,000 square feet or greater. 12. Coastal Develogment Zone. Within 200 feet of the Pacific Ocean and (1) creates more than 2500 square feet of impermeable X surface or (2) increases impermeable surface on prooertv bv more than 10%. 1 Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and Count of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the environmentally sensitive area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. Section 1 Results: If you answered YES to ANY of the questions above you have a PRIORITY project and PRIORITY project requirements DO apply. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of appli . . Please check the "MEETS PRIORITY REQUIREMENTS" box in Section 3. If you ans ered NO ALL of the questions above, then you are a NON-PRIORITY project and STANDARD requirements apply. Plea e check e "DOES NOT MEET PRIORITY Requirements" box in Section 3. Page 1 of 1 Peter Bussett From: David Rick [Drick@ci.carlsbad.ca.us] Sent: Wednesday, May 07, 2008 11 :31 AM To: Van Lynch; Peter Bussett Cc: Ned Haskell Subject: Re: 2251 Faraday Remodel -Thresholds for triggering currentLandscape and Storm Drainage compliance You will need to complete a Storm Water Standards Questionnaire h1tP-://www.carlsbadca.gov/enginee1ingL9.hkl_filP-df/stormwater-qstnn.pdf. A quick review of this questionnaire suggests that you will probably only be subject to the "Standard Project Requirements" (SEE SECTION 2.2.5.1 OF THE CITY SUSMP) which requires LID designed BMPs to be incorporated into the entire property. A Storm Water Management Plan (SWMP) would most likely not be required since it appears that the work is not a priority project. We will not know for sure, of course, until you complete the questionnaire. The TI does not trigger these requirements. >>> "Peter Bussett" <peterb@sca-sd.com> 05/05/2008 10:46 AM>>> Van, As I mentioned, the new owner of this 1983 building in CRC wants to do some remodeling: primarily replacement of the black glass curtain wall, and new landscaping and hardscape at the east and west entries. The west entry will also get a new canopy/entry element. The building is vacant. I have attached the site plan showing the 2 areas to receive landscape/hardscape replacement. Also attached is a rendering of the west entry that is to receive a new canopy feature, and a photo of the existing west entry area. I spoke to Mike Elliott, who said that technically, the project needs to meet current landscape guidelines, which to us translates to "add a lot of parking lot tree planters." However, he deferred to Planning to make the call, given the limited scope of work proposed. You also raised this question: Will this limited scope of landscape/hardscape replacement, or frankly even a future interior Tl, cause Engineering to require the entire site to be brought into compliance with the new LID stormwater standards? NOTE: THE ENTIRE SITE IS PAVED, EXCEPT FOR THE PERIMETER PLANTERS AND FEW FINGER ISLANDS SHOWN ON THE SITE PLAN. OTHER THAN THE WORK DESCRIBED BY NOTE 4 ON THE SITE PLAN ATTACHMENT(REPLACE 10 X 25 FT PAVED DRIVEWAY WITH LANDSCAPING), NO NEW CURBS, MECHANICAL ENCLOSURES OR DISTURBANCES TO PAVEMENT AREAS ARE ANTICIPATED. VAN: In your opinion, will our limited landscape/hardscape proposal trigger a requirement to bring the entire site into compliance with the current landscape guidelines? DAVID: In your opinion, will our limited landscape/hardscape proposal OR a future Tl trigger a requirement to bring the entire site into compliance with the new stormwater guidelines? Thank you both for looking at this for us. Pete Bussett AIA, LEED AP SmithConsultingArchitects 12220 El Camino Real, Suite 200 San Diego, California 92130 858.793.4777 X206 Phone 858.793.4787 Fax peterb@sca-sd.com www.sca-sd.corn 5/12/2008 Page 1 of 3 Peter Bussett From: Peter Bussett Sent: Monday, May 12, 2008 3:39 PM To: 'Jack Jensen' Cc: 'mtraino@idsrealestate.com' Subject: RE: 2251 Faraday proposal status Jack, I was gung ho to finalize my proposal since we received our answers---but this email came in from the city engineer on Thursday. I've been trying to get a hold of him by phone to go ask him what sort of BMPs we could do on a site that had ZERO BMPs currently. Links to the 2 doc's he referenced are included below. I am filling out the Stormwater Questionnaire to send back to him tonight, so I can bug him again tomorrow. Pete Bussett THE CITY ENGINEER'S RESPONSE FROM THURS 5/8: You will need to complete a Storm Water Standards Questionnaire b!m://www.carlsbadca.,gQ_Y/en_gjpeering/chklstndf/stormwater-qstnn.pdf. A quick review of this questionnaire suggests that you will probably only be subject to the "Standard Project Requirements" (SEE SECTION 2.2.5.1 OF THE CITY SUSMP) http://www.carlsbadca.gov/stormwater/susmppdf/susmp.pdf which requires LID designed BMPs to be incorporated into the entire property. A Storm Water Management Plan (SWMP) would most likely not be required since it appears that the work is not a priority project. We will not know for sure, of course, until you complete the questionnaire. The TI does not trigger these requirements. THE PLANNER'S RESPONSE FROM MONDAY 5/5: Pete: We are not going to require revisions to the parking field with the revisions shown. I'm sure that would cause a parking decrease and bias the use of the building. Engineering did not see any issues as well. The threshold sounds like it is around 10,000 sq ft increase in impervious surface before they get involved (SUSMP manual?). Just be sure to work with Seth at Planning Systems for the CRC approval ( or his equivalent). Van MY ORIGINAL QUESTION FROM MONDAY 5/5: Van, As I mentioned, the new owner of this 1983 building in CRC wants to do some remodeling: primarily replacement of the black glass curtain wall, and new landscaping and hardscape at the east and west entries. The west entry will also get a new canopy/entry element. The building is vacant. I have attached the site plan showing the 2 areas to receive landscape/hardscape replacement. Also attached is a rendering of the west entry that is to receive a new canopy feature, and a photo of the existing west entry area. 5/12/2008 Page 2 of 3 I spoke to Mike Elliott, who said that technically, the project needs to meet current landscape guidelines, which to us translates to "add a lot of parking lot tree planters." However, he deferred to Planning to make the call, given the limited scope of work proposed. You also raised this question: Will this limited scope of landscape/hardscape replacement, or frankly even a future interior Tl, cause Engineering to require the entire site to be brought into compliance with the new LID stormwater standards? NOTE: THE ENTIRE SITE IS PAVED, EXCEPT FOR THE PERIMETER PLANTERS AND FEW FINGER ISLANDS SHOWN ON THE SITE PLAN. OTHER THAN THE WORK DESCRIBED BY NOTE 4 ON THE SITE PLAN ATTACHMENT(REPLACE 10 X 25 FT PAVED DRIVEWAY WITH LANDSCAPING), NO NEW CURBS, MECHANICAL ENCLOSURES OR DISTURBANCES TO PAVEMENT AREAS ARE ANTICIPATED. VAN: In your opinion, will our limited landscape/hardscape proposal trigger a requirement to bring the entire site into compliance with the current landscape guidelines? DAVID: In your opinion, will our limited landscape/hardscape proposal OR a future Tl trigger a requirement to bring the entire site into compliance with the new stormwater guidelines? Pete Bussett AIA, LEED AP SmithConsultingArchitects 12220 El Camino Real, Suite 200 San Diego, California 92130 858.793.4777 X206 Phone 858.793.4787 Fax peterb@sca-sd.com www.sca-sd.com From: Jack Jensen [mailto:jjensen@idsrealestate.com] Sent: Monday, May 12, 2008 10:37 AM To: Peter Bussett Subject: RE: 2251 Faraday proposal status How are you doing with tracking down all of your outstanding questions regarding your proposal for 2251 Faraday? From: Peter Bussett [mailto:peterb@sca-sd.com] Sent: Thursday, May 01, 2008 3:35 PM To: Jack Jensen; Matt Traino Cc: Ned Haskell Subject: 2251 Faraday proposal status Jack and Matt, At last, the landscape plan checker returned my call but deferred to a city planner to determine if the proposed scope of landscape improvements would force us to comply with the landscape ordinance. This is because the building doesn't comply with the landscape ordinance which came into effect in 1994. I won't be able to track down a planner at the city counter until tomorrow. The worst case scenario's net effect would require the addition of trees(and irrigation) throughout the parking lot. Clearly this wasn't anticipated or budgeted. This affects the landscape design fee and mine as well. Regarding Title 24 energy regs, the mechanical plan checker will require that the new glazing assemblies comply with the current Mandatory Measures, and with the scope qualifying this as an "alteration", we must indicate that the new glazing solar heat gain and loss performance exceeds the existing glass(it does.) Translation: we need to provide envelope calculations. I will fill you in as I learn more, and will do my best to submit our proposal to IDS by Monday. Pete Bussett AIA, LEED AP Smith Consulting Architects 5/12/2008 ,r ' ), ~ 12220 El Camino Real, Suite 200 San Diego, California 92130 858.793.4777 X206 Phone 858.793.4787 Fax Qeterb@sca-sd.com www.sca-sd.com 5/12/2008 Page 3 of 3 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 08-1730 DATE9/15/8 ADDRESS 2251 Faraday Av RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE OTHER __ PLANNER CS -- POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING DATE 9/15/8 ENGINEER.__ _______ _ DATE _____ _ 11:\ADMIN\ COUNTER/PLANNING /ENGINEERING APPROV AI.S Carlsbad Fire Department BLDG. DEPT COPY Plan Review Requirements Category: TI , INDUST Date of Report: 09-10-2008 Name: Address: Permit#: CB08 l 730 Job Name: FARADAY RESEARCH: ALTERATIONS Job Address: 2251 FARADAY AV CBAD The item ou have submitted for review is incomplete. At this time this o adequately conduct a review to determine comp rnn an or standards. Please review carefully all commen esu mit the necessary plans and/or speci 1ca 1 e or review and approval. Conditions: Cond: CON0003037 [MET] APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED. FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 09/10/2008 By: MS Action: AP PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487-0311 STRUCTURAL CALCULATIONS IDS Faraday Tenant Improvement Carlsbad, CA 2K8-260 Sheet 1 thru 31 ~r'tt-lti h ., (vftAJooC-i 1/,,x + e ~,, CJ .c.. tr( i4 <? i ;,p ,it),; ~ fv~ .P E;:~C 4r~IN ~u;1-2.-- f'l,,/W. ?l-Cr. H1i;.c F-18'·· I { i-. <2- 1. 6' rJ,1 1-4 1.0 l,1? I -g- l /f /0-(~f I LJr;; ~ & / r.J--f<-r ,,, ~t r,t{ iJL,--;. J r 1v1 r~ r -;· 1 ~() Pl-f f:o/<o/ r r r l ( l ~ S\ s f 1-.t/ ',-·() ,, T r -I"''' iz,,',-10g· ~-. V , , $ IJ.4'? \.• r p R ! ME Job: .2-f::..$. _2Gc STRUCTURAL Date: ffLo§ ' ENGINEERS Sht: --'/~ ( TA--8 t 2-,f.76"",-1015 _ '_ L-l::-2o P"',f- tS)(/4f 4 v I ~i ~L .. ?? f-, ~et cm ruT . ! RB-1 08/14/08 2K8-260 (8U (slp12vls0b4148TBEAM ANALYSIS PROGRAM (slp9vls0b4148T Js0b3T SPAN LENGTH= 20.00 ft LEFT CANT= 4.75 ft RIGHT CANT= 0.00 ft UNIFORM LOADS (k/ft & ft). wd wl Xl X2 0.096 0.160 -4.75 20.00 POINT LOADS (k & ft) Pd Pl X 1.000 0.000 -4.75 REACTIONS (k) LOAD LEFT RIGHT Dead 2.708 0.668 Max Live 2.450 1.600 Total 5.158 2.268 Min Live 0.000 -0.090 Total 2.708 0.578 MAXIMUM FORCES V max = 2.94 k @ 0.00+ft M max = 10.05 kft @ 11,14 ft M min = -7.64 kft @ 0.00 ft Md min= -5.83 kft@ 0.00 ft M= 0 kft@ 7.96 ft DEFLECTIONS (EI = kin"2) LOAD Defl (in) X (ft) Total 671671/EI 10.49 -308947/EI L.C. Live 576000/EI 10.00 -437760/EI L.C. Dead 93614/EI midspan 128813/EI L.C. Main Span Cant. TOTAL Defl -EI EI L / 180 503753 487812 L / 240 671671 650415 L / 360 1007507 975623 LIVE Defl EI EI L / 240 576000 921600 L / 360 864000 1382400 L / 480 1152000 1843200 \ \ Pr~ IM E ,Job: 2J:8~2C STRUCTURAL Date: .ff.bl!:, ENGINEERS sht: _:f__ (6.43) (8U (s0pl0.00hl vb3T RB-1 08/14/ 2K8-2 (SU (slp12vls0b4148TBEAM DESIGN PROGRAM (slp9vls0b4148T Left Cant Lu= 7.96 ft Beam Braced@ Supports Pos. Moment Lu= 1.00 ft Brace Spacing = 1.00 ft Actual: 3.5" x 13.25" #1 Design per 1991 NDS, Douglas Fir-Larch STRESSES (psi) Shear@ 1 d 1 Max. Shear Main Span Left Cant V= Fv = Fb' = Fb' = 2.66 119 1247 1222 k @ 1.10 ft fv = 86 fb = 1178 fb 895 Live LDF = Cf= 1.00, 1.25, Le= 1.87 X Lu Cl= 0.98 DEFLECTIONS (in) (E Total: Main Span= Left Cant= Live Dead Main Span Left Cant= Midspan = Left Cant= = 1700 0.58 -0.27 0.50. -0.38 0.08 0.11 ksi) = L I 412 = L I 426 = L I 481 = L I 300 72 % 94 % 73 % -2)c8~2(,,,Q P R I M f::: Job: -::"T"": AL Gry'D.8 STRUCTUR oate:-~--- ENGIN EE RS Sht: _k.,.._ (6.43) (SU (s0p10.00h12, Js0b3T RB-2 08/14/08 2K8-260 .,.,,.-.,.,,..., ... t_ ::JJ ,.,,.-, PRIME.Job: 2c1-.:-·~....,. -1 R'L alo8 STRUC I J A Date:-r.J'"'""' --- ENGINEERS sht: # (8U (slp12vls0b4148TBEAM ANALYSIS PROGRAM (slp9vls0b4148T (6.43) (8U (sOplO.OOhl SPAN LENGTH= 24.00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl Xl X2 0.024 0.000 0.00 24.00 POINT LOADS (k & ft) Pd Pl X 2.708 2.450 8.00 2.708 2.450 16.00 REACTIONS (k) LOAD LEFT RIGHT Dead 2.996 2.996 Live 2.450 2.450 Total 5.446 5.446 MAXIMUM FORCES V max = 5.45 k @ 0.00 ft M max 42.99 kft@ 12.00 ft DEFLECTIONS (EI = kin"2) LOAD Defl (in) X (ft) Total 4552483/EI 12.00 Live 2077286/EI 12.00 Dead 2475196/EI midspan Pos. Moment Lu= 1.00 ft Brace Spacing = 1.00 ft Actual : 5.125" x 19.5" 24F-V4 Douglas Fir-Larch (N) STRESSES (psi) Shear @ 'd' V= 5.41 k @ 1.63 ft Fv = 206 fv = 81 39 Fb' = 2842 fb = 1588 56 Live LDF = 1.25, Cf= 0.95 % % DEFLECTIONS (in) (E 1800 ksi) Total= 0.80 = Live = 0.36 = Dead = 0.43 L / 361 L / 790 Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.1339 Longitude= -117.2799 Spectral Response Accelerations SMs and SMl SMs = FaSs and SMl = FvS 1 Site Class D -Fa_= 1.038 ,Fv = 1.562 Period Sa (sec) (g) 0.2 1.200 (SMs, Site Class D) 1.0 0.684 (SMl, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude= 33.1339 Longitude = -117 .2799 SDs = 2/3 x SMs and SD 1 = 2/3 x SMl Site Class D -Fa= 1.038 ,Fv = 1.562 Period Sa (sec) (g) 0.2 0.800 (SDs, Site Class D) 1.0 0.456 (SDl, Site Class D) ttT'l-(,) PR I ME ,!ob: :z;,~;.::-0 STRUCTURAL Date: oitJt/ ENGINEERS sht: € 1-0 ?i-A . 1,r U-r;'?' ¾-" fl)y l;Ji:)09 f\l)J~i . f·\ tl.14'~ r-J*it::¥· Ff Dor 11J l }A.iS,C, .-z.-7;;,· fSf I . !'?'.. I. o '2. "2- J fS:t 8-r~ f Y-'2--14 q1 x <2--=-°?7 ~ c-"A ~ ts!== :X '?. !5 1 ;( ,;£:.cf, 21i> 1 :-?, / ~ f,,A-flv tJ1r-l r? -5ft5~r? ·, b5'""r--lf~f l ,.., ,,., ~ .., ./'-' 5"t9,::;,::> rf: &f'? ?-" ,,)' '7'" t?~c:,j){7,,6-f..lcf 44-Tf"0t1Py' Ji ,.' :t •· /,C i:::::xr~~ j;'-{3 c:.. f,.,._:f :;. /. 2.t;-(1-o }{lro) /7, r/ PM t >--"2-/, 715" f fF · &,fat >1qs ( !r ) -Ir o-4 (i. ;-){ ~,g) (J.., t;' :>i.,. /.zG t.Pf; ~ (rrf;.,P.,.f::. . .3) ._::.. /,o .:r I'--/, C) . /7,,.,-fio .• /7. ../-f'>r-. ( {;c./, 7) I 7 .,_ ,,-I~ p RIME Job: <2f2&:_;),' 6 STRUCTURAL Date: ~8- E~GINEERS Sht: ¼' l,ll? +-l• ?.:>vJ P ~ Wrt-1 D ( DD½,Jt-,.\ WAI?-l'.::i) D t-4t?~I c;..../ µ.q--- f r ~, ' q ;(7 ~ I I l I ! r q :i Iv,.,~ I I I i / r PRIMEJob: g,J~t6o STRUCTURAL Date: ~{§ !> ENGINEERS sht: . 'Z -~ t;,"'f:,\$1'-'\\c. ., {),f;{p{, t 'l)OtJIJ # F-'f'7-,':;;,0 )-.. l/2_. '='· ,z .. 1°1 \--(t:OJ-JJ,t;--,,:..,VA-Ttt/1:Jft") 6,;f-,J/:. C. ,P G,,V. ,y ;0 ' 0.A-X Loado: LC 2, D + E Results for LC 2, D + E Member Bending Moments (k·ft) •2.5k PRIME Job: 2...t/4 2?0 STRUCTURAL Date: fl.{qB .. ENGINEERS Sht: ·-f._ ,,-. ~-rt; q(, 1 f vF +-I (/ti /vr ) .,... I 1'7. 1t fvF /,_4---:..-~, t1.,,- Aug 21, 2008 at 1 :47 PM COLUMN.r2d 'f Loads: LC 1, D+W Rosulla for LC 1, D + W Member Bonding Moments (k•ft) -5.542k -27.1 PRIMEJob: i.rt,,·zt,,t STRUCTURAL Date: f/y $ ENGINEERS Sht: --34-- Aug 21, 2008 at 1 :44 PM COLUMN.r2d l , Company Designer Job Number Basic Load Cases BLC Descri tion 1 SELF WT. 2 DEAD 3 WIND 4 SEISMIC Joint Boundary Conditions Joint Label 1 N1 2 N3 Global Display Sections for Member Cales Cate o X Gravi None None None None X k/in y k/i Reaction Reaction Reaction 5 Max Internal Sections for Member Cales 97 Include Shear Deformation Yes Merae Tolerance (in) .12 P-Delta Analvsis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Number of Shear Reaions 4 Reaion Soacina Increment (in) 4 Concrete Stress Block Rectanaular Use Cracked Sections Yes Bad Framina Warninas No Unused Force Warninas Yes Joint Coordinates and Temperatures Lab I X ft 1 N1 5.5 2 N2 5.5 3 N3 5.5 4 N4 5.5 5 N5 0 Joint Reactions /By Combination) LC Joint Label X k 1 2 N1 -.207 2 2 N3 3.778 3 2 Totals: 3.572 4 2 COG ft: X: 1.442 Load Combinations Descri ti n SolvePD ... SR . BL 1 D +W Yes 1 1.3 2 D + E Yes 1 .7 PRIM. E Job: ti:$-zt6 STRUCTURAL Date: 5(6b ~:~~~¼2008 Checked By: __ Y Gravi Joint Point Distributed -1 1 1 1 3 Rotation k-ft/rad Footin y ft Tern F 0 0 14.5 0 16.5 0 25.5 0 14.5 0 y k MZ k-ft 3.486 0 0 0 3.486 Y: 14.077 RISA-2D Version 8.0.3 [\ \Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN .r2d] Page 1 . . Company : Designer : Job Number: PRlMl=Job. it,g~J~o STRUCTURAL Date: &fr~ f:~~ ~1rvt2008 "'!NEERS Sht: /l Checked By: __ ·,. End Location ft 0 0 0 0 Joint Loads and Enforced·Displacements (BLC 2: DEAD} oint Labe LDM o· ecti n a itude k k-ft in rad k*s"2/ft 1 N5 L y -2.5 Joint Loads and Enforced Displacements (BLC 3 : WIND) J i t Labe LDM Dir ction Ma nitude k k-ft in rad k*s"2/ft 1 N5 L y -2.34 Joint Loads and Enforced Displacements (BLC 4 : SEISMIC) o'nt Label LD Directi Ma itude k k-ft in r d *s"2 ft 1 N2 L X -2.17 Member Section Forces LC Member Label Sec Axialfkl Shearfkl Momentrk-ftl 1 2 M1 1 3.486 .207 0 2 2 3.366 .498 -1.278 3 3 3.246 .79 -3.613 4 4 3.126 1.082 -7.006 5 5 3.007 1.374 -11.457 6 2 M2 1 .363 2.893 2.686 7 2 .347 2.933 1.23 8 3 .33 2.973 -.247 9 4 .314 3.014 -1.743 10 5 .297 3.054 -3.26 11 2 M3 1 .297 -.724 -3.26 12 2 .223 -.543 -1.834 13 3 .149 -.362 -.815 14 4 .074 -.181 -.204 15 5 0 0 0 16 2 M4 1 0 -2.643 -14.144 17 2 0 -2.607 -10.534 18 3 0 -2.572 -6.973 19 4 0 -2.536 -3.462 20 5 0 -2.5 0 Hot Rolled Steel Design Parameters Label Sh<>n<> Lenathf... Lb-outrftl Lb-infftl Lcnmn ton .. .l comn hot. . K-nut K-in Cm Cb Outs ... In swa\J Functi... 1 M1 COLUMN 14.5 Lateral 2 M2 COLUMN 2 Lateral 3 M3 COLUMN 9 Lateral 4 M4 BEAM 5.5 Lateral Member A/SC ASD Steel Code Checks (B"lf. Combination) LC Member Shae UC Max Shear UC Fa ksi Ft ksi Fb ksi Cb Cm E n 1 2 M1 W10X33 .149 .024 17.019 30 30 1.75 .85 H1-3 2 2 M2 W10X33 .035 .05 29.048 30 33 2.3 .85 H1-2 RISA-2D Version 8.0.3 [\\Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN.r2d] Page2 Company Designer . Job Numb~r: LC Member 3 2 M3 4 2 M4 Sha e W10X33 W12X26 PRIME Job: 9,p,8..,?£1> STRUCTURAL oate: 1/µ:_ ENGINEERS Sht: Z,z. Fa ksi Ft ksi 23.45 30 25.275 30 RISA-2D Version 8.0.3 [\\Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN.r2d] Aug 21, 2008 1:56 PM Checked By: Fb ksi Cb Cm E 30 1.75 .85 H1-2 33 1.75 .85 H1-2 Page 3 Company Designer . Job Klumber: Joint Deflections (By Combination) LC Joint Label 1 1 N1 2 1 N2 3 1 N3 4 1 N4 5 1 N5 Xlinl 0 .079 j)_ r-:.::frv .079\ ) PRIMEJob: 'Jf8-Z,.(.o STRUCTURAL Date:~ ENGINEERS Sht: /3 Y linl 0 -.004 -.004 -.004 -.334 RISA-2D Version 8.0.3 [\\Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN.r2d] Aug 27, 2008 7:45AM Checked By: __ Rotation rradl -2.304e~3 3.441e-3 3.332e-3 3.332e-3 5.499e-3 Page 1 . -~· Company Designer . Job !\lumber: Basic Load Cases BLC Descrintion 1 SELF WT. 2 DEAD 3 WIND 4 SEISMIC Joint Boundary Conditions J int Label 1 N1 2 N3 Global Disolav Sections for Member Cales Catennrv X r.r~vitv None None None None X k/in Y k/in Reaction Reaction Reaction 5 Max Internal Sections for Member Cales 97 Include Shear Deformation Yes Merae Tolerance (in) .12 P-Delta Analvsis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NOS 91/97: ASD Wood Temoerature < 100F Concrete Code ACI 2002 Number of Shear Reaions 4 Reaion Spacina Increment <in) 4 Concrete Stress Block Rectanaular Use Cracked Sections Yes Bad Framina Warninas No Unused Force Warninas Yes Joint Coordinates and Temperatures Label X fftl 1 N1 5.5 2 N2 5.5 3 N3 5.5 4 N4 5.5 5 N5 0 Joint Reactions {By Combination) LC .Joint Label Xfkl 1 1 N1 -1.871 2 1 N3 1.871 3 1 Totals: 0 4 1 COG <ft): X: .77 Load Combinations PRl~JlEJob: -~zto STRUCTURAL Date: · o8 Au~ 21, 2008 ENGINEERS Sht: I!/: 6:~eck~ sy: Y Gravitv Joint Point Distributed -1 1 1 1 3 R tation k-ft/rad Footin V fftl Temn fFl 0 0 14.5 0 16.5 0 25.5 0 14.5 0 Yfkl MZ fk-ftl 6.528 0 0 0 6.528 Y: 14.274 Descri tion Solve PD ... SR. .. BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BL Factor BLC Factor BLC Factor 1 D + W Yes 1 1 2 1 3 1.3 2 D + E Yes 1 1 2 1 4 . 7 RISA-2D Version 8.0.3 [\\Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN.r2d] Page4 ·, Company Designer . Job I\Jumber: Member Distributed Loads (BLC 4 : SEISMIC) Member Label Direction Start Mannitudefk/ft denl 1 M1 X -.115 2 M2 X -.115 3 M3 X -.115 PR!MEJob: ipJ.uo STRUCTURAL Date: r~ Aug 21 2008 ENGINEERS Sht: 0 1 :SB PM Checked By: End Mannitudefk/f...Start Locationrtt %1 End Locationfft %1 -.115 0 0 -.115 0 0 -.115 0 0 Joint Loads and Enforced Displacements (BLC 2: DEAD) ·nt Label LD Dir ctio Ma nit de k k-ft in rad k*sA2fft 1 NS L y -2.5 Joint Loads and Enforced Displacements (BLC 3: WIND' oint Labe LDM Direction Ma nitude k k-ft in rad k*sA2fft 1 NS L y -2.34 Joint Loads and Enforced Displacements (BLC 4 : SEISMIC) LDM Direction Ma nitude k k-ft in rad k*sA2fft 1 L X -2.17 Member Section Forces LC Member Label Sec Axialfkl Shearfkl Momentrk-ftl 1 1 M1 1 6.528 1.871 0 2 2 6.408 1.871 -6.783 3 3 6.288 1.871 -13.566 4 4 6.168 1.871 -20.349 5 5 6.049 1.871 -27.132 6 1 M2 1 .363 1.871 3.742 7 2 .347 1.871 2.807 8 3 .33 1.871 1.871 9 4 .314 1.871 .936 10 5 .297 1.871 0 11 1 M3 1 .297 0 0 12 2 .223 0 0 13 3 .149 0 0 14 4 .074 0 0 15 5 0 0 0 16 1 M4 1 0 -5.685 -30.875 17 2 0 -5.649 -23.082 18 3 0 -5.614 -15.339 19 4 0 -5.578 -7.645 20 5 0 -5.542 0 Hot Rolled Steel Design Parameters Label Shaoe LAnathL. Lb-outrftl Lh-infftl Lcomn ton ... Lcomn bot. K-out K-in Cm Ch Outs ... In swa\ Functi... 1 M1 COLUMN 14.5 Lateral 2 M2 COLUMN 2 Lateral 3 M3 COLUMN 9 Lateral 4 M4 BEAM 5.5 Lateral Member A/SC ASD Steel Code Checks CB"lf. Combination) LC Member Shae UC Max Shear UC Fa ksi Ft ksi Fb ksi Cb Cm E n 1 1 M1 W10X33 .331 .033 17.019 30 30 1.75 .6 H1-2 2 1 M2 W10X33 .040 .033 29.048 30 33 1.75 .6 H1-2 RISA-2D Version 8.0.3 [\ \Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN .r2d] Page5 Company Designer . Job I\Jumber: LC Me ber 3 1 M3 4 1 M4 Shae W10X33 W12X26 PRIMEJob :fr" STRUCTURAL Date: # c& u~ 21, 2008 ENGINEERS Sht: /~ t~edk~ By: __ hear UC Fb ksi Cb Cm E n .000 30 1 .6 H1-1 .101 33 1.75 .85 H1-2 RISA-2D Version 8.0.3 ~\Server\server-d\dwgs99&2ks\2008\2K8-260\COLUMN.r2d] Page 6 t-' K I IVI I:: JUU. YA". (I -~ STRUCTURAL Date: 6/28 ENGINEERS Sht: /7 I =]:ts:;,:,i..;~;..i;;P..;;.:~;.;.;0 ;.;..;;,;.;.;../ _____________ -1,-~~~,;;J.~..;;.:~;.;.;t~_ 0 _f 4 ____________ _ Urer application Address:, Contract No.: l-=--=,----,----------------1----:-::-:-----------------P RO FI$ Anchor 1.10.11 Phone/Fax: -I -Responsible: http://www.us.hilti.com/ E-Mail: Specifier's comments: Anchor type and size: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Base material: Reinforcement Anchor Geome m. plan view y Kwik Bolt-Tensile Zone (KB-12)-3/8 (2) h.,= 2.00 in. Carbon Steel design method: ACI 318 / AC 193 eb = 0.00 in. (no stand-off); t = 0.37 in. Location/Date:-/ 8/26/2008 CUSTOM; fvk = 36000 psi; Ix X Iv x t = 19.00 x 7.00 x 0.37 in. cracred concrete 3000, fc' = 3000 psi; h = 6.75 in. condition B; no supplemental ~litting reinforcement prerent edge reinforcement: none or< No. 4 bar X co C: 0 rection A t=0.37 h0f=2.00 X :;::,1--------------------------l g S:lction B Loading rection A Governing loads[lb, in.-lb] N=O Mt=O z V1=0 MrO V,= 1800 M~=O Input data and result, mu1t be checked for agreement with the oxl1Ung condlUons and for plau1lbllllyl PROFIS Anchor( c) 2003 HIIU AG. Fl-6494 Schaan HIIU Is a registered Tradomarkof Hllti AG. Schaan en ' Governing loads [lb, in.-lb] N 0 V 1890 V.. 0 M. 0 M 0 M, 0 Eccentricity (structural rection) [in.] e, = 0.00; e. = 0.00 y h =6.75 Seismic loads (cracred concrete assumed; categories C, D, E, or F): yes ., I ' STRUCTURAL Date:~ l"'Ul"llll"'.tl'l{' ~• /% r/6 PRIMEJob: z-kfi,1Go t=::J 1 :s::;rli-:~:-p-;-".;:--::;·~;~-.;----------------+-:-!-~:-~-~-=-~ ____ .. _.,,_v,_i,.,_i"'_ .... _ .... __ ,..."_·· _____ _ Urer application Address: Contract No.: PROFIS Anchor 1.10.11 1-:P:-.-h-on-e-=1F=-ax-:--/.,..._------------+,-Re-l:iJ_o_n_,si,....,bl-e: ____________ _ http://www.us.hilti.com/ E-Mail: Load case (governing\: Anchor reactions Pb] Tension force: (+Tension -Pressure) Anchor Tension force Shear force 1 2 3 0 630 0 0 630 630 max. concrete compressive strain [%0]: 0.00 max. concrete compressive stress [psi]: O resulting tension force [lb]: 0 resulting compression force [lb]: 0 Shear load 1 Design values[lb] Proof Load v •• Strength $Vn Steel failure 630 1246 Pryout failure 630 1383 Concrete edge failure in 1890 2675 direction x+ Steel failure v •• [lbJ $ $,olsmlc $'/..[lb] 2555 0.650 0.750 1246 Prvout failure Attc[in2] Attco[in2] c[in.] l<,,p 108.00 36.00 8.00 1.000 ljlec1,N ljlec2,N ljlod,N lf'edge 1.000 1.000 1.000 1.000 Ni,[lb] $ $1ol1mlc $\/':p[lb] 2634 0.700 0.750 1383 Concrete edoe failure in direction x+ l[in.] d0[in.J C1[in.] Avc[in2] 0.75 0.38 128.00 1350.00 ' lj/ed,V I 'Va.V I 'Voc,V I \j/c,V I 0.712 1.000 1.000 1.000 Vb[lb] $ $,elsmlc $Vcbg[lb] 390565 0.700 0.750 2675 Location/Date: -I 8/26/2008 2 3 Utilization Pv [%1 = v • .tWn Status 51 OK 46 OK 71 OK V,:1[lb] 630 kc, 17 Vi:.[lb] 630 Avcofin2] 73728.00 v •• flbJ 1890 Input data and ro1ult1 must bt chtcklld for 1greomont with tho oxf1Ung conditions and for plauslbltltyl PROFIS Anchor( c) 2003 HIIU AG, FL-8494 Schaan HIIU 11 a roglstorod TradomarxolHllti AG, Schaan (\ 1 '.1: 1 J '.!i iii ::, ... ~....;p....;~.;.1.ci ... ;---;r.,_.: _______________ -1-"!"'!.;.~:;;.;~....;~....;0;.;.f .... 4 ______________ _ User application Address: Contract No.: PROFIS Anchor 1.10.11 ... P_h_o-ne-,F-ax-.-. --,-_ -------------+-Re_sp_o-ns-.b-le_: ____________ _ http://www.us.hilti.com/ E-Mail: Location/Date: -I 8/26/2008 Allowable Stress Design (Refer. ICC,-ESR) single anchor relevant (tension) including Reference for load seismic ACl318 Section D.4.4 0 ACl318 Section D.4.5 0 R.now,ASD = R,, I a T!Tanow.ASD + VNallow.ASD <= 1.2 Proof of the transmission of the anchor loads to the supports Transnission of the anchor loads into the concrete Tension [lb] excluding seismic - - Chec!Qng the transfer of loads into the base material is required in accordance with ACI 3181 Shear resistance of base material Shear resistance of the base material must be che®d according to relevant approval or standard! Warnings anchor group relevant (shear) Shear[lb] induding seismic 2432 2229 exduding seismic - - Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Fastening meets the design criteria! Input data and results must bo chocked for agreomont with tho existing conditions and for piauslbllityl PROFJS Anchor( c) 2003 HilU AG, FL"9494 Schaan HIIU 11 a registered Trademark of Hilli AG, Schaan (I ! ~ PRIMEJob: 1. -1~0 ' STRUCTURAL Date: .J./!L r"llf\llll"'r-nr, /I,,:, 1::::: 1:::1::• ~: i] :I Company: Sheet4 of 4 -'-11VIIH .. ~hVv111: Specifier. Project: Urer application Address: Contract No.: PROFIS Anchor 1.10.11 Phone/Fax: -I -Responsible: http://www.us.hilti.com/ E-Mail: Location/Date: -I 8/26/2008 Anchorplate, steel: CUSlOM; fy1t = 36000 psi Section type: -no profile (0.00 x 0.00 x 0.00) Hole diameter dr = 0.44 in. Recommended plate thickness: not calculated -~ y 0 0 0 0 ,q ,q M M X ') ~ . 1 2 3 0 0 0 0 ,q ,q M M 1.500 1.50( I 9.500 9.500 Coordinates Anchor pn.] Anchorplate pn.] ., Anchor X y Anchor ,X y X y X y I 1 I -8.00 I -0.00 I 3 I 8.00 I -0.00 I -9.50 3.50 9.50 -3.50 2 -0.00 -0.00 9.50 3.50 -9.50 -3.50 Input data and resull1 must be checked for agreement with tho exlsUng cond1Uon1 and for plauslbllltyl PROFIS Anchor{ c) 2003 HIIU AG, FL-9494 Schaen HIIU Is a registered Trademark of HIIU AG, Schaan {) ) p RIME Job: :!.P!.:..::0 STRl,·,·ru··~· gfo8 1G I l·{J,L Date: _eJ.::._ User application Address: Contract No.: 1---------------------lf--------------------P RO FIS Anchor 1.10.11 Phone/Fax: -/ -Re~onsible: http://www.us.hilti.com/ E-Mail: Specifier's comments: Anchor type and size: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Base material: Reinforcement Anchor Geome m. plan view Kwik Bolt-Tensile Zone (KB-lZ)-5/8 (31/8) h01=3.13in. Carbon Steel design method: ACI 318 / AC 193 eb = 0.00 in. (no stand-off); t = 0.50 in. Location/Date:-/ 8/25/2008 CUSTOM; fl'k = 36000 psi; Ix x Iv x t = 20.00 x 20.00 x 0.50 in. cracred concrete 3000, fc' = 3000 psi; h = 6.00 in. condition B; no supplemental splitting reinforcement presant edge reinforcement: none or< No. 4 bar u,'?l.t?, i< 15'·ooo#"' -tsJ. ~ -, {o X co C 0 saction A t=0.50 h.,=3.13 X u1-------------------------1 ai saction B V, Loading ooction A Governing loads[lb, in.-lb] N=O M:=O z V1= 0 M;= 0 lnpul dala and results must be checked for agreement with the exlsUng condiUons and for plauslbllltyl PROFIS Anchor ( c ) 2003 HilU AG, FL-8494 Schaan HIIU Is 1 11gl1tored Tredomarl< of HIIU AG, Schaan Governing loads [lb, in.-lb] N 0 v. 866 V. 0 M. 0 M.. 0 M. 0 Eccentricity (structural ooction) [in.] e, = 0.00; Sv = 0.00 y h =6.00 Seisnic loads (cracred concrete assumed; categories C, D, E, or F): yes ,(,[, .'.L- f~-----PRlMEJob: ?J:~':!40 STRUCTURAL Date: J/.4-- . , • .,"'"'"i-n/\ rJ n filiiiiiiii:-·:il ·:1·:·siiiiiiiii.iii:1•;iiii:iii"J~r~~pi~ .... :;;:;i"'.'.'fi;~-;~1:, ... ,-;::::::::::::::::::::::::::::::::J_s~p-!h:_:;;;;.:I~2~~0[f!~----i;.-,1,_11._1::tm_1.._i.._11_,v_.;:_,1_ 1,L_,. _· _··_-__ Urer application Address: Contract No.: PROFIS Anchor 1.10.11 1-:P::":"h-o-ne...,/=Fax-: --,=-_-------------+R=-e-~-o-n_,si,.,..b.,...le-: -------------- http://www.us.hilti.com/ E-Mail: Location/Date: -/ 8/25/2008 Load case (governing): Anchor reactions Pb] Tension force: (+Tension .Pressure) Anchor Tension force Shear force 0 866 max. concrete compressive strain [%0]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force [lb]: 0 resulting compression force [lb]: 0 Shear load Design values[lb] Proof Load v •• Strength ~Vn Steel failure 866 5146 Pryout failure 866 5401 Concrete edge failure in 866 11846 direction x+ Steel failure v .. [lbJ ~ ~••l•mlc ~v:.r1bJ 10555 0.650 0.750 5146 Prvout failure Pwc[in~ Pwco[in~ c[in.] l<.,p 87.89 87.89 393.70 2.000 IJloc1,N IJloc2,N IJlod,N IJlodgo 1.000 1.000 1.000 1.000 Ni,[lb] ~ ~seismic ~V.p[lb] 5144 0.700 0.750 5401 Concrete edqe failure in direction x+ l[in.] do[in.] C1[in.] Avc[in~ 1.25 0.63 262.46 4724.36 I IJlod,V I IJlu.V I IJloc,V I IJlc,V I 1.000 1.000 1.000 1.000 Vb[lb] ~ ~seismic ~vcbg[lb] 1480501 0.700 0.750 11846 input data and rosulls must be chocked ror agreement with tho existing conditions and ror plauslbilltyl PR0FIS Anchor ( c) 2003 Hllti AG, FL.S494 Schaan Hllll ls a roglstored Trademark of Hllll AG, Schaan 1 Utilization Pv [%] =Vu.f41Vn 17 16 7 ~.[lb] 866 k., 17 V.:.[lb] 866 Avco[in~ 309994.42 I v •• [lbJ 866 Status OK OK OK ( l ) PRIM EJob: e.pJ~ 'Ue 0 STRUCTURAL Date: "6/08 I ::r I s::;r11-~...:.P_;_ci_;_;r._. :---------------+-!-~_,_;:_~_~_0 _f_ 4 ______________ _ Urerapplication Address: Contract No.: 1--------------------------------------P RO FIS Anchor 1.10.11 Phone/Fax: -/ -Responsible: http://www.us.hilti.com/ E-Mail: Location/Date: -I 8/25/2008 Allowable Stress Design (Refer. ICC-ESR) single anchor relevant (tension) single anchor relevant (shear) including Reference for load reisnic ACl318 Section D.4.4 0 ACl318 Section D.4.5 0 Ranow,ASD = ~ I a T!Tanow.ASD + VNanow,ASD <= 1.2 Proof of the transmission of the anchor loads to the supports Transnisfon of the anchor loads into the concrete Tension [lb] excluding reisnic - - Chec!Qng the transfer of loads into the bare material is required in accordance with ACI 3181 Shear resistance of bare material Shear resistance of the bare material must be checled according to relevant approval or standard! Warnings Shear[lb] including reisnic 4678 4288 excluding reisnic - - Condition A applies where the potential concrete failure surfaces are crossad by supplementary reinforcement proportioned to tie the potential concrete failure prisn into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Fastening meets the design criteria! Input data and results must bt choclced lor agreement with !ht axloting conditions and lor plauslbllltyl PROFIS Anchor ( c ) 2003 Hllti AG, FL-8494 Schaan Hllti Is a roglsto111d Trademalk of Hllti AG, Schaan . . , . , f=ti 1S:ii Urer application PROFIS Anchor 1.10.11 http://www.us.hilti.com/ I Compan: Specifier. Address: Phone/Fax: -/ - E-Mail: Anchorplate, steel: CUSlOM; fy1< = 36000 psi Section type: -no profile (0.00 x 0.00 x 0.00) Hole diameter df = 0.69 in. Recommended plate thickness: not calculated Coordinates Anchor pn.] Anchor x y 0.00 0.00 10.000 10.000 Input data and ro1ulls must be checkod for agreement with the exl1Ung conditions and for plauslbllltyl PROFIS Anchor ( c) 2003 Hllti AG, FL-11494 Schaan HIIU 11 a registered Trademark of HIIH AG, Schaan I~ y (' 1 r PRIMEJob: ~r&ri 0 STRUCTURAL Date: g 0 ~ Sheet4 of Project: Contract No.: Re~onsble: Location/Date: -/ 8/25/2008 10.000 1.0.000 0 0 q 0 ..... 0 0 q 0 ..... Anchorplate pn.] X y 0 0 q 0 ..... 0 0 q 0 ..... -10.00 10.00 10.00 10.00 X ~ , X y 10.00 -10.00 -10.00 -10.00 . (' .. I . ,r ( . ' " ,, ) ~:-ruD5, <? . &> &_. c.. --··· HA'I'!-~f'tt'"i-l ."!::, Lo -o C)t?.,, 2'~ ~- v-l.-y r1..,tl V9f },!. j 6 , (;;1 )? vF- , t'Z,4-b1 fvr-- PR I f\/1 E ,Job: ;'?l,~.:.~~6 'R" err H',1 . . 8, l tl t' S1 U unAL Date: ·=····1,-· .. ENGINE~RS s11t ,..U,,,,,,., J{;~ ._ Cf I.' IE>;~ 'lt @t11-- (? 14''~•C_, ___ _ .. 6 ) , JOIST @ 16" O.C. Overall Length of Beam: 10 ft. Axial Load: O KIPS 0 Mx (Max} Vx (Max) I Required Su ort 1 2 . Magnitude 5.601 K-in -0.187 KIPS 0.8544 inA4 Location ft Moment K-in 0.00 0.000 10.00 0.000 37.34 Location 5.00 ft 10.00 ft 5.00 ft Reaction lbs 186.700 186.700 Deflection Limit: 360.0 PRIMEJob:~ STRUCTURAL Date:_~!_ ENGINEERS Sht: . ..E-fa._ '-' ) ' .. JOIST@ 16" O.C. Member: C4-158-18 Manufacturer: Generic Yield = 33.0 KSI Dimensions Gross Pro~erties Depth = 4.0000 in Area = 0.36 in2 Flange = 1.6250 in Ix = 0.89 in4 Lip = 0.5000 in ly = 0.13 in4 Bend = 0.0676 in Rx = 1.58 in t = 0.0451 in Ry = 0.61 in Punch = 1.5000 in Cw = 0.45 in6 Wlip = 0.3873 in Jx10E3 = 0.24 in4 Wflg = 1.3995 in Xo = -1.28 in Wweb = 3.7745 in Ro = 2.12 in Beta = 0.64 BENDING ANALYSIS Eq. C3.1.2-9 Sigt = (GJ + PiA2ECw/LtA2)/ARoA2 = 24.56 KSI Eq. C3.1.2-8 Sigy = PiA2Ef(Ly/Ry)A2 = 29.75 KSI Eq. C3.1.2-5 Me = RoA(Sigt*Sigy)A .5 = 20.46 K-in Eq. C3.1.2-3 My = Sf*Fy = 14.74 K-in Me> 0.5My Therefore, Mc= My(1 -My/4Me) = 12.083 K-in Find effective section at stress f, f = Mc/Sf = 27.06 KSI 1Jkf,146 PRIMEJob: .t:,_, .... STRUCTURAL Date: 3/c.i ENGINEERS Sht: 9.7-- Configuration: Single Loads and Bracing Axial: p = 0.00 KIPS KxLx = 120.00 in KyLy = 60.00 in KtLt = 60.00 in Bending: Mx = 5.60 K-in KLx = 120.00 in KLy = 60.00 in KU = 60.00 in eFlange = 1.400 in; eLip = 0.387 in; eWeb = 2.274 in; Sc = 0.440 inA3 Eq. C3.1.2-1 Mn = ScMc/Sf = 11.91 K-in Eq. C3.1-1 Ma = Mn/1.67 = 7.13 K-in With 1/3 stress increase Ma = 9.51 K-in SHEAR ANALYSIS h / t < 1.38 * (5.34 * E / Fy) A .5. Therefore Va = Min (.38 *tA2(5.34*E/Fy) A .5 , .4 * Fy * h * t) Va = 1.76 KIPS With 1/3 stress increase= 2.35 KIPS .. ._, ) f) JOIST @ 16" O.C. Web Crippling Analysis PRIM EJob: M'~f:..~6 STRUCTURAL Date: ~'/o[_ ENGINEERS stit: t-R' . b C4 158 18 M f t Mem er: --anu ac urer: G enenc ,e = on 1Quration: SinQle y· Id 33 O KSI C f Location Bearing Reaction Equation Pa Mx Combined Support (ft) Width (in) (lbs) Number (lbs) (K-in) Bend-WC 1 0.00 1.0 186.7 C3.4 -1 464.0 0.00 0.48 2 10.00 1.0 186.7 C3.4 -1 464.0 0.00 0.48 Location Bearing Load Equation Pa Mx Combined Pt Load (ft) Width On) Obs) Number (lbs) (K-in) Bend-WC NOTE: Allowable web cnpphng and bending moment include 1/3 stress increase factor. Web Crippling Equations C 3.4 -1: Pa = t2kC3C4 (179 -0.33h/t) [1 + 0.01 (N/t)] Where: Pa = Allowable concentrated load or reaction per web, lbs C3 = (1 .. 33 -0.33k) 1.000 C4 = 0.50 < (1.15-0.15R/t) <= 1 0.925 Fy = Design yield stress of the web 33 KSI h = Depth offlat portion of web 3.774 inches k = Fyl 33 1.000 m = t I 0.075 0.601 t = Web thickness 0.0451 inches R = Inside bend radius 0.0676 inches N = Bearing width, inches Ma = Allowable bending moment 11.5970 K-in Combined bending and web crippling: 1.2 IP/ Pal + IM/ Mal <= 1.5 (Eq. C3.5 -1) Stiffener Required? No No Stiffener Required? • .:P, :J.+1 ..... ~ ':f~o i.FI PR f ME Job: .1J:-!t 21,, STRUCilJRAL Date:_ J:~J!.. ENGINEERS Sht: -21- M-A.>,. 8~1'<:/C-IN4;_ ft;;,<.,. J; l-7" ,., 'frJ?:l /'!'( x ?. 'f.J', , .. , ,i.._ "".,g, / J ~,'~() ,__ 7. Ll>6: trio'' {& "--! ~o "' ~n-1 t--·------···-·-· q lf4 :Jt f :e,i . NA-f :? i:J.rcn· _ IPERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3. PERF-11 PROJECT NAME DATE IDS Carlsbad Research 09/04/2008 PROJECT ADDRESS 2210 Faraday Ave Carlsbad Bunciina P:.ermit # PRINCIPAL DESIGNER· ENVELOPE TELEPHONE ' Smith Consulting Architects 858-793-4777 DOCUMENTATION AUTHOR TELEPHONE Checked by/Date McPARLANE & ASSOCIATES, INC. (858) 277-9721 . . En~rcement A!lencv Vse GENERAL INFORMATION DATE OF PLANS : 'BUILDING CONDITIONED FLOOR AREA /CLIMATE ZONE 7 1982 63,348 Sq.Ft. BUILDING TYPE [X] NONRESIDENTIAL D HIGH RISE RES_IDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION [X) EXISTING+ ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance fists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the Callfomla Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentatlo DOCUMENTATION AUTHOR S DATE Timoth D LaPlante 09-04-tJ& he· Principal Designer hereby certifys that the proposed building design re nsistent with the other compliance forms and worksheets, with the specifi tions, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, hrough 118, and 140,142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. DOD DOD DD D 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 3. I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures -------------------Required Forms ENV-1 PRINCIPAL ENVELOPE DESIGNER• NAME SIGNATURE LIC. NO. DATE Smith Consultin Arc itects LIGHTING COMPLIANC Required Forms PRINCIPAL LIGHTING DESIGNER -NAME SIGNATURE LIC.NO. DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures Mechanical Com liance Not In the Seo e Of Required Forms Thts Submittal PRINCIPAL MECHANICAL DESIGNER· NAME ~' \.~.,;o,-t.C... EnergyPro 4.4 by EnergySoft user Number: 2445 Page:1 of 5 .... I PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3. PERF-11 PROJECT NAME IDS Carlsbad Research ANNUAL TDV ENERGY USE SUMMARY Space Heating Space Cooling Indoor Fans Heat Rejection Pumps.& Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Standard Design 0.08 77..37 30.70 O.OP 0.00 0.00 72.80 83.94 0.00 264.90 Percent better than Standard: Proposed Design 0.10 75.38 30.93 0.00 0.00 0.00 72.80 83.94 0.00 263.15 Compliance Margin -0.01 1.99 -0.23 0.00 0,00 0,00 0.00 0.00 0.00 1.74 0.7% ( 0.7% excluding process) B ILDING COMPLIES GENERAL INFORMATION Building Orientation (Nl0dea Conditioned Floor Area Number of Stories 1 Unconditioned Floor Area Number of Systems 1 Conditioned Footprint Area 63,348 sqft. 0 sqft. 0 sqft. Number of Zones s Fuel Type Natural Gas Front Elevation Left Elevation Rear Elevation Right Elevation Roof Total Lighting Power Density Prescriptive Env. Heat Loss Prescriptive Env. Heat Gain Remarks: Standard 1-----"'1.2=0;.;;,0 W/sqft, 1T7538tulh 873,00 Btu/h-F Gross Area Glazing Area 857 sqft. 2,371 sqft. 4,151 sqft. 1-------1 5,260 sqft. 1-------'----1 4, 151 sqft. -----i 5,260 sqft. --~--i 0 sqft. 2,124 sqft. 18,822 sqft. 5,352 sqft. ::====:'.:=:::: olsqft. 63,3481sqft. ~' --~ Proposed __ .....;0=.0=0.c.iO W/sqft. 19253 Btu/h 1,034,117 Btu/h-F Glazing Ratio 20]% 45.1% 0.0% 40.4% 28.4% I o.o%J Run lnitia ion Time· 09/04108 08:36:46 Run Code: 1220542606 EnergyPro 4.4 by EnergyS9ft User Number: 2445 Job Num~er. 3311 DATE 09/04/2008 Page:2of 5 -----· ··~-..... IPERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1) !PROJECT NAME IDS Carlsbad Research !DATE 09/04/2008 ZONE INFORMATION Floor Inst cirri-' AliowedLPD ·Proc. Area LPD c~~-Area Tailored -Loads System Name Zone Name Occupancy Type (sqft.) (W/sf)1 fW/sfl~ "(Wfsfl4 (W/sf} :; ' ·,•, Undefined System 5Undeflned Zone Office 47,850 o.ooc -- 4Undefined Zone Office 4,366 0.00( ·. ' , C . ' ~ :... ~-3Undeflned Zone Office 3,276 0.00! •l?.• ,•, ,' 2Undefined Zone Office 4,365 0.00{ -- 1Undefined Zone Office 3,491 o.ooc . ' .- -·-_,, ., " .. ., --'. --. : . ' '. ,. ~~ ... ._ " ' .. '_,_; ., . ' --·: .. -. . ·: ~~., ,, .,,.;,. .:,"";,..," ·-: "';-' / i ' Notes: 1. See LTG-2-C 2.SeeLTG-4-C 3. See LTG-5-C 4. See LTG-6-C Items above require:apeclai documentation (Items marked with asterisk, aee LTG-2-C by others) (byothera) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the Items specified In this checklist. These Items require spaclal written Justification and documentation, and speclal verification to be used with the performance approach. The local enforcement agency determines the adequacy of the Justification, and may reject a building or design that otherwise complies based on the adequacy of the spacial Justification and documentation submitted. · The exceptional features listed In this performance approach appllcatlon have specifically bean reviewed. Adequate written Justification and documentation for their use have been provided by the appllcant. Authorized SI nature or Stam EnergyPro 4.4 by EnergySoft User Number: 2445 Job Number: 3311 Page:3of 5 I I CERTIFICATE OF COMPLIANCE ENV-1-CI PROJECT NAME IDS Carlsbad Research DATE 09/04/2008 !OPAQUE SURFACES Surface Insulation Act. Cond: Joint Appendix # Tvoe Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments 1 Rt'lOf 47 85 0.049 R-19 R-0.0 0 0 Existino 02-.6.?2 5Undefined Zone 2 Roof 436 0.049 R-19 R-0.0 0 0 Existlna 02-A22 4Undefined Zone 3 Wall 40,: 0.060 None R-13.0 248 90 New 15-A1 4Undefined Zone 4 Wall 2,73 0.780 None R-0.0 248 90 Exislina 13-E5 4Undefined Zone 5 Roof 3,27 0.049 R-19 R-0.0 0 0 Exislina 02-A22 3Undefined Zone 6 Wall 415 0.780 None R-0.0 158 90 Existina 13-E5 3Undefined Zone 7 Roof 4,36 0.049 R-19 R-0.0 0 0 Existina 02-A22 2Undefined Zone 8 Wall 300 0.060 None R-13.0 68 90 New 15-A1 2Undefined Zone 9 Wall 2,590 0.780 None R-0.0 68 90 Existina 13-E5 2Undefined Zone 10 Roof 349 0.049 R-19 R-0.0 0 0 Existfno 02-A22 1Undefined Zone 11 Wall 2,98E 0.780 None R-0.0 338 90 Existino 13·E5 1 Undefined Zone 12 ,Wall 30: 0.060 None R-13.0 338 90 New 15-A1 1Undefined Zone I • N, E, A, R (New, Existing, Altered, Removed) I FENESTRATION SURFACES r More than or equal to 10,000 aq.ft. of olto-l)ufit fenestration area must Inc!ucle a label certificate el!her 1Ssuec1 by NFRC or provkle a CEC Default Label CertJficate using the default U.factors from Standards Table 116-A and 8. Cer1111cate ohall be filed In the contracto(s omiA<,t oflice durln; construction and In the bulldlno manane(s offica aner constructlon Act. Cond. # Tvoe Area U-Fac.1 SHGC2 Azm. Stat. Glazlna Tvne 1 Window Riaht (W) 84 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 2 !Window Riaht (W) 449 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 3 Window Right (W) 280 1.190 116-A 0.52 COG 248 New PPG Monolithic Carlbia 4 Window Riaht (W) 367 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 5 Window Riaht (W} 26E 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 6 window Riaht <Wl 266 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 7 Window Right (W) 266 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 8 Window Riaht <Vrl 126 1.190 116-A 0.52 COG 248 New PPG Monolithic Caribia 9 Window Left E 637 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia 10 Window Left E 280 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia 11 Window Left E 387 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia 12 Window Left E 266 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia 13 !Window Left E 266 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia (1l U.factor Type: 116-A Default Table from Standards, Table Nl-1 DefauH Table frOm the ACM Manual Appendix, NFRC Labeled valua. (2 SHGC Type: 116-8 Oefautt Table from S11lndarcts, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING Window Overhang Left Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hat. 1 None 0.76 3.0 28.0 12.0 0.0 0.0 0.0 0.0 0.0 0 2 None 0.76 3 None 0.76 4 None 0.76 7.0 55.2 4.5 0.0 0.0 0.0 0.0 4.5 0 5 None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 6 None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 7 None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 8 None 0.76 7.0 18.0 4.5 0.0 0.0 0.0 0.0 4.5 0 9 None 0.76 10 None 0.76 11 None 0.76 7.0 55.2 4.5 0.0 0.0 0.0 0.0 4.5 0 12 None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 13 None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 I MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES Location/ Comments 4Undefined Zone 4Undefined Zone 4Undefined Zone 4Undefined Zone 4Undefined Zone 4Undefined Zone 4Undefined Zone 4Undefined Zone 2Undefined Zona 2Undefined Zone 2Undefined Zone 2Undefined Zone 2Undefined Zone Right Fin Dist. Len. Hnt 0.0 20.5 0 0.0 20.5 0 0.0 4.5 0 0.0 4.5 0 0.0 4.5 0 o.o 4.5 0 0.0 4.5 0 0.0 4.5 0 0.0 4.5 0 D TIie proposed bull ding 11 In cllmllt zonn 2 through 115 and contal111 an enclosed apace with noorarn greater than 2&,000 nz a cetllng height greater than 16 feet, and an LPD for generel fighting or at lea at 0.6 W/112. See Section 143{cJ. It thta box I• checked, ENV-4-C muat be fflled out. when aubmltllng under the PrescrlpllVt Compliance Approach. EnergyPro 4.4 by EnergySoft Page:4of5 ·---~ fCERTIFICATE OF COMPLIANCE ENV-1-CI PROJECT NAME DATE IDS Carlsbad Research 09/04/2008 !OPAQUE SURFACES Surface Insulation Act. Cond: Joint Appendix # Tvoe Area U-Fac. Cav. Cont. Azm. Tilt Status IV Reference Location / Comments I • N, E, A, R {New, ExiSting, Altered, Removell) J FENESTRATION SURFACES More than or equal to 10,000 aq.ft. Of slte-bulll fenestration area must Include a label certfflcata either Issued by NFRC or provide a CEC Default Label Certificate using Iha default U-factorsfrom Standards Table 116-A and 8. Certificate 8hall be filed in the contracto(a proJect office dwlr> conatruction and In the building munaae(a office anerconstruetion Act. Cond. # Tvoe Area U-Fac.1 SHGC2 Azm. Stat. Glazina Tvoe 14 Window Left CE 266 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia 15 Window Left (E 270 1.190 116-A 0.52 COG 68 New PPG Monolithic Caribia 16 Window Front (N 437 1.190 116-A 0.52 COG 338 New PPG Monolithic Caribia 17 Window Front tN 420 1.190 116-A 0.52 COG 338 New PPG Monolithic Caribia (1) U-factorType: 116-A OefaultTablefrOm Standards, Table Nl-1 Default Table from the ACM Manual Appendix, NFRC Labeled value. (2) SHGC Type: 116-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING Window Overhang Left Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hat. LExt.RExt. Dist. Len. Hat. 14 None 0.76 7.0 38.0 4.5 0.0 0.0 0.0 0.0 4.5 0 15 None 0.76 7.0 38.5 4.5 0.0 0.0 0.0 0.0 4.5 0 16 None 0.76 17 None 0.76 IMINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES Location/ Comments 2Undefined Zone 2Undefined Zone 1Undefined Zone 1Undefined Zone Right Fin Dist. Len. Hat. 0.0 4.5 0 0.0 4.5 0 D The propo1ed buQdlng II In cllmatuonee 2 through 1hnd contain• an enclosed apace with flooraraa greater than 25,00D 112, a lllllllng holght greater than 15 feet, and an LPD for gen oral llghllng or atleut 0.5 W/112. See Section 1-43(c), If thla bOK ta checked, ENV-4-C must bt flUtd out. when 1ubm11ttn11 under tile Pr .. crlptlve Compliance Approach, EnergyPro 4.4 by EnergySoft User Number: 2445 Job Number: 3311 Page:5 of 5 ' ·--··----.... ---_____ .. __ I January 8, 2009 City of Carlsbad Attn: Uuilding Department 1635 Faraday Avenue Carlsbad, CA 92008 L IDS REAL ·ESTATE GROUP Re: Authorization for change of contractor's permit To Whom It May Concern: This letter is to inform your department of a modification made to our construction project located at Faraday Research Center located at 2251 Faraday Avenue; Carlsbad, CA. We have elected to change the project's general contractor from Centre Builders, Inc., to Bycor General Contractors, Inc. As a resul4 please revise the contractor on the current permit to reflect the above change. If you have any questions, please feel free to contact me. Thank you. Res;ry ,.,.____ ,. ~ taifio.. 0 or's Representative Carlsbad Research Center, LLC 515 S. Figueroa Street, 16th Floor, Lqs Angeles, California 90071-3337 T 213.362.9300 I F 213.627.9937 I W www.idsrealestate.com CB081730 2251 FARADAY AV FARADAY RESEARCH: ALTERATIONS TO EXTERIOR OF BLDG. INCLUDING NEW CANOPY ~,_ / 9 ! '1 IO Ii-lo c'.!!!/ h Y'.e t &ei L o/ T 2 'I,. s nz,_ <e /Ua/J-L_ Cf-ff-oY-t!f'(tV :fC' C/-/1-0 Y ()w >JA..p 'f-c_ -µ,J) ~, ~4- 1 o / q [ Of -?\yf · r-~r [,, ce J. r·:f' · Tf \/ ])S I ,,-As 1 --,... de-k; I fb V wd-e,nproe>-h' ~ C :tt-4) o/0 A-Y ,/"' ~ ~/(/Dut~-fo t_N[j /~@,Fe Cc~ Planning Engineering Fire Health / F.O.G. HazMat/Air Quality Comments Building Planning Engineering Fire Forms/Fees Sent School CFD PFF PE&M tf-/~ Special lnsp. Fire Sewer Date Rec·d Due? By y N y N y N I/JI;,..,~ Y_)N . JJ ,A..- y y N - y N y N l /) t IO / Di', ~ f2...ri I j\j u.l/ ( 00-h-o c-bY -v sr<'..c,C< l f ,-,sre c.-ho-.-) -G;,_- . FeesComplete ___ _ I~ 7J7( ~ ~ ~ . App<<~••• & R•<area o.a. Comp<•re J/1i(oq ~ ./4#:cM ~ ~ fo ~ &iJ ~ ~ fiyCol{ -£_~ ~ ~~4-~ ,:)