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Home My WebLink About2780 GATEWAY RD; BLDG N; CB054218; Permit06-26-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB054218 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2780 GATEWAY RD CBAD COMMIND Sub Type INDUST 2132630800 Lot# 40 $346,12200 Construction Type VN Reference* CT02-15 BRESSI RANCH- LOT 40- BLDG N 5740 SF SHELL BLDG Applicant SMITH CONSULTING ARCHITECTS 858 793-4777 Status Applied Plan Approved Issued Inspect Area Plan Check* Owner BRESSI SPECTRUM LLC C/0 KENNETH R SATTERLEE 4350 EXECUTIVE DR #301 SAN DIEGO CA 92121 ISSUED 11/07/2005 Entered By 06/26/2006 06/26/2006 RMA Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,30732 Meter Size $0 00 Add'l Reel Water Con Fee $849 76 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $7269 PFF (3105540) $2,296 00 PFF (4305540) $0 00 License Tax (3104193) $000 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $6,299 42 $000 $000 $000 $784 00 $000 $7000 $41000 $000 $000 $2,12060 $000 $000 79 $14,209 79 Total Fees $14,20979 Total Payments To Date $14,20979 Balance Due $000 Inspect FINAL APPROVAL /Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired Permits CB054218 Type COMMIND INDUST Date • Inspection Item 08/29/2007 89 08/29/2007 89 05/02/2007 1 1 04/26/2007 1 1 04/26/2007 39 04/20/2007 1 1 04/19/2007 11 04/18/2007 11 04/03/2007 22 03/30/2007 22 03/12/2007 22 03/06/2007 1 7 02/26/2007 14 01/03/2007 14 01/03/2007 15 01/02/2007 14 01/02/2007 15 12/22/2006 31 12/21/2006 14 12/21/2006 15 12/15/2006 12 12/15/2006 12 08/17/2006 11 06/29/2006 22 Final Combo Final Combo Ftg/Foundation/Piers Ftg/Foundation/Piers Final Electrical Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Sewer/Water Service Sewer/Water Service Sewer/Water Service Interior Lath/Drywall Frame/Steel/Bolting/Weldm Frame/Steel/Boltmg/Weldin Roof/Reroof Frame/Steel/Bolting/Weldm Roof/Reroof Underground/Conduit-Wirin Frame/Steel/Bolting/Weldm Roof/Reroof Steel/Bond Beam Steel/Bond Beam Ftg/Foundation/Piers Sewer/Water Service Inspector Act PD - JM PC PC JM JM JM JM JM JM JM JM PY PY PY PY JM JM JM JM JM JM JM AP Rl AP PA PA CO PA CO AP CO CO AP AP we PA CA CA PA NR NR AP PA AP AP BRESSI RANCH- LOT 40- BLDG N 5740 SF SHELL BLDG Comments light pole ftgs south side LT POLES EMR MISSING BOND WIRE & A B TEMPLATE PARTIAL LIGHT STANDARDS FTGS TEST REQUIRED TEST REQUIRED ELEC RM ELEC ROOM OK TO COVER REVISED PLANS NOTICE CONDUIT ONLY ALL PANELS ON 10/13/2006 N1-4 OK TO POUR FTG Wednesday August 29, 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 08/29/2007 Permit* CB054218 Title BRESSI RANCH- LOT 40- BLDG N Description 5740 SF SHELL BLDG Sub Type INDUST Inspector Assignment JM 2780 GATEWAY RD Lot 40 Type COMMIND Job Address Suite Location OWNER BRESSI SPECTRUM LLC Owner 2780 GATEWAY L L C Remarks Total Time Phone 8587400678 Inspect Requested By STEVE Entered By JANEAN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# PC050113 Inspection History Date 05/02/2007 04/26/2007 04/26/2007 04/20/2007 04/19/2007 04/18/2007 04/03/2007 03/30/2007 03/12/2007 03/06/2007 02/26/2007 01/03/2007 01/03/2007 Description 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 39 Final Electrical 1 1 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 22 Sewer/Water Service 22 Sewer/Water Service 22 Sewer/Water Service 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Boltmg/Welding 15 Roof/Reroof Act AP PA PA CO PA CO AP CO CO AP AP we PA Insp JM PC PC JM JM JM JM JM JM JM JM PY PY Comments light pole ftgs south side LT POLES EMR MISSING BOND WIRE & A B TEMPLATE PARTIAL LIGHT STANDARDS TEST REQUIRED ELEC RM ELEC ROOM FTGS OK TO COVER REVISED PLANS NOTICE c T]E:ONSTRUCTION L ESTEVG & JL NGINEERING, INC. ESCONDEDO • TRACY • RIVERSIDE • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT ARCHITECT "?/*.' ,-yfr/ ENGINEER. C,5 ^ CONTRACTOR INSPECTION DATE PLAN FILE: BLDG PERMIT OTHER. PAGE, OF_ CTEJOBff /<?- REPORT# PROJECT NAME ADDRESS 11 $0 &&/& fc/QY RA ^-'( j ^^^ll^^fe^¥>: .r/-^t-^P^^^2^P%(1 4 'i-'-^-'.-.i:' '. '-' vg g^l^^i^J^^ MATERIAL SAMPLING () CONCRETE () MORTAR () GROUT ( ) FIREPROOFING () MASONRY BLOCK ()REBAR ( ) STRUCTURAL STEEL ( ) BOLTS . ' v / /'J^V^-3 u AJ. NAME. (PRINT) CERTIFICAnONNO GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTffiL ROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 -:.* • \ c E]ONSTRUCTION J. ESTING & JL NGINEERING, INC. ESCONDIDO • TRACY • RIVERSIDE • OXNARD • LANCASTER • SACRAMENTO INSPECTION REPORT PAGE OF— PROJECT NAME ADDRESS 127. &SC1SJ $*Vc£ CTE JOB # REPORT # ARCHITECT ENGINEER CONTRACTOR.A INSPECTION DATE PLAN FILE OX//*/ BLDG PERMIT OTHER MATERIAL SAMPLING (/^CONCRETE () MORTAR () GROUT ( ) FIREPROOFING () MASONRY BLOCK ( )REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NAME (PRINT) j/y<T/t CERTIFICATION NO GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTffiLROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 ft SUBMITTAL REVIEW COVER SHEET BRESSILOT40 Gateway Road at Palomar Airport Road, Carlsbad, CA To:Chung Song Prime Structural Engineers 11858 Bernardo Center Drive San Diego, CA 92127 Phone: 858-487-0311 Fax: 858-487-0206 Project: Project* Submittal # Subject: Date Reviewed Bressi Lot 40 05-02-5002 3200.3 SOG Reinforcing 5-15-06 /c Karin Fowler, ProjecfEngineer Please approve by 5/29/06. Foroilll MQdKeviewed LJ D Rejected D Revile «d Bmtafit Jo Thw review itofttyforgeaanf uoiNuuiM with the deiiga conept of the project aid genermt compliance with the literartka ftftft IB the Contract Doctnnemts. Comotlbat or comment* nude M the ihopdmriafa dnrtef this review do aot relieve cottrcctorfrooi compliance with the requirement of tin pilat and ipeciTicatioaa Approve! of **peeifio item riikll not include approval of at atoWBbljr of which the item is e component Coatoctor IB reiponiible for: dhveuiou to be eoafirmed •ad correlated «t the Jobtite; iaforautioa Oet peneiat ralely to the fabrication prooenea or to the mean*, method*, techniques, sequeaen aad proeedure* of eonrtruetioa; eoordiiutioi af hie or her Work with that of all other tndei; efid for performiag all work in a «afe and ttttttunwf rauner. PRIME STRUCTURAL ENGINEERS SUBMITTAL INFORMATION FOR THE CONVERSION OF SPECIFIED REINFORCEMENT TO HIGH-YIELD STRENGTH STRUCTURAL WELDED WERE REINFORCEMENT (S WWR) FOR THE BRESSI RANCH LOT 40 PROJECT - CARLSBAD, CA; BRIEF COMMENTARY: The enclosed documentation describes the advantages of using "high-strength" SWWR sheets for concrete reinforcement Within the various sections, we have provided some historical knowledge and a general overview of SWWR, the SWWR industry, and our company, Concrete Reinforcements, Inc. (CRI). u addition, this information will provide you with the technical tools and appropriate code references required for design and approval of SWWR for steel reinforcement in various concrete reinforcement applications. INTRODUCTION TO SWWR: SWWR, or as it has been known in the past, welded wire fabric or mesh, has been a standard method of concrete reinforcement for many years The first U.S. Patents covering SWWR's production were issued in 1901. SWWR has been used extensively in some of the most historic structures in the U.S., such as the Empire State Building, N.Y., N.Y., and the Sears TowerrChicago, 111. We, at CRI, are taking a leading role in the Western U S. to further advance the use of SWWR. By using state-of-the-art equipment and advanced technology, CRI can produce a superior quality material for use in numerous concrete reinforcement applications. We have on-staff PE's, with extensive experience in the design and application of SWWR, plus professional sales personnel, well- versed in promoting the tremendous benefits in structural quality, and construction efficiency, by utilizing SWWR GENERAL TECHNICAL CODE REFERENCES AND DESIGN AIDS: Steel Wire, Deformed and Welded Deformed Steel Wire Fabric (otherwise known as SWWR) are both defined as Deformed Reinforcement in Uniform Building Code (1997 Edition). Section #'s 1903.5.3.4 and 1903.5.3.6. respectively. Steel Wire (defined as the cold-drawn wire material before it is welded into a SWWR sheet) shall conform to ASTM A 496 Specification, which allows the use of wire with specified yield strengths up to Grade 80 provided the design yield stress corresponds to a strain of 0.35%. Welded Deformed Steel Wire Fabric (SWWR) shall conform to ASTM A 497 Specification. UBC Section 1909.4 allows design yield strengths of concrete reinforcement up to 80,000 psi (Grade 80) and Supplement SI of ASTM A 496 covers the use of this "High Strength Wire" Please refer to the Conversion Process sections of this submfttal for "conversion calculations" for substitution of SWWR in lieu of conventional reinforcing (rebar). SWWR DESCRIPTION & NOMENCLATURE: The basic nomenclature used to describe SWWR is quite straightforward. For example: 16 X 16 - D31/D31; the 16 X 16 description is the spacing of the wires in each direction; 16" in either direction hi this case. The D31/D31 description provides two (2) types of information: first, the wire is deformed, defined by "D" before the number (vs plain or smooth, which would be denoted with a "W" before the number); second, the number following the "D" is the cross-seOioita/ area of the wire in square inches, times 100. So, in this example, D31 refers to a deformed wire with across-sectional area of 0.31 in2. All SWWR material manufactured by CRI: (1) strictly conforms to ASTM A 496 & A 497, and; (2) is tested, and certified, in our on-site testing laboratory, by experienced quality control teams. 13450 W PeorwAve j^R f~*nnr*re*+t* T?<a<«frtfO£»Tr*£Mi+a 1W» Ufc» Town Center Dr, Suite 126sutvme.Az 85379 wu L/Qncrcic ixGmiorcements.. inc. *»&*<> cv*,«»&,c*<>\iy>(<523>973-2»70 ^» (SWW44-I996 F« (623^5-2790 fgj} COftfrMfW" HAY 1 2 2006 Received Conversion of #3 Rebar (tb. 18* Q.C.C.W to Positively Deformed Structural Welded Wire Reinforcement (SWWR) for the Bressi Ranch Lot 40 Project - Carlsbad. CA: CONVERSION: • Specified Reinforcement (refer): Grade 60 #3 @ 18" o.c.e.w. A« = 0.07333 in2/ft • Equivalent A, using GRADE 80 SWWR: (based on A, • fy factor in design) -> Conversion A8>8o=A8F«)»(fy>6o/^,8o) .-. Grade 80 equivalent ASWWR - 0.07333 • (60 ksi / 80 ksi) « 0.05S in2 Use 16" Maximum Spacing -> wire size - 0.055 • (I6"/12") = 0.07333 -» D7.4 @ 16» Use Grade 80 D7.4 wire @ 16" o.c.e.w. (SWWR Sheet Designation:^116 - D7.4 z D7.4) LAP SPLICE REQUIREMENTS: 007.4 = 0.307 f c - 4,500 psi (normal weighty fy = 80,000 psi > ,' * > ? \ ! ^5• Find development length, I* for deformed wire using UBC Sec. 1912 2.3 formula (12-1) ; • ' ' ,-. .'-••' I ; ' ld= bd • 3/40 • fx/yfc • (oft*)/2.5 A .with a=f=X=l, r=0.8 ld= (0.307) • 3/40* (80^000/V 4,500) •((1)»(1)»(1MO.»))/2.5 - 8 79 in. Mesh Lap Requirement: Combine 1.3»l<j from UBC Sec 1912.18 1 with "wire febric" fector from Sec 1912.7 D7.4 "mesh* lap - 1.3 • (8.79 in) • ((80,000 -35,000) / 80,000) = 6.43 in. USE 8" Minimum Mesh Lap for D7.4 Wire COMMENTARY: • Deformed SWWR that conforms to ASTM A 497 is defined in Uniform Building Code OJBO Section 1903.5.3.6 (ACI 318-95 Section 3.53.6) as an approved material for use as steel reinforcement of concrete. • Designs for concrete reinforcement may be based on yield strengths up to 80,000 psi (Grade 80) per UBC Section 1909.4 (ACI 318-95 Section 9.4) provided that the design yield stress shall correspond to a strain of 0.35 % (vs. 0.5 % for design yield stresses of 60,000 psi). • SWWR material produced at CRI conforms to ASTM A 497, which covers the deformed welded wire sheets, and ASTM A 496, which covers the wire used in the sheets. Supplement S 1 of A 496 for "High Strength Wire" covers the use of deformed wires with yield strengths up to 80,000 psi (Grade 80). • Please feel free to contact CRI with any questions or comments. 134SOW PeortaAve ^fli f^ . -r\ • r> , T 10630 Town Center Dr, Suite 126s«ipri.e,Az«sj79 <Moi Concrete Keiniorcements» inc. Ri«d»c«ai»»i»,cA 91730 («23>975.29TO ^l/ ..... ..... " ' "' ^ - (9W>944.J99S Fix (623)975-2790 frx. (W»>944-2681 o d 'co 16x16-07.4x07.4 GRADE 80 DEFORMED SWWR SHEET- EQUIV. OF |3's 0 18" O.C TYP. LAP DETAIL EACH WAY * 6 43" LAP REQUIRED BY CALC. USE 8" AS MINIMUM _ OK * 2" MIN. REQ'D BETWEEN END WIRES NOTE: LAP DETAIL BASED ON REQUIREMENTS OF UBC SECTIONS 1912.18 & 1912.7 D7.4 WIRE O 16" O.C. * TYPICAL SHEET SHOWN. ALTERNATE SHEET SIZES MAY BE REQUIRED DUE TO JOINT LOCATIONS AND FIELD CONDITIONS. FOR ALL OTHER SHEET SiZES USED, SPACING. WIRE SIZE AND LAP REQUIREMENTS WILL BE MAINTAINED. 16 X 16 - D7.4 X 07.4 SWWR SHEET A ft M REINFORCING BRESSI RANCH LOT 40 NTS O 18") Ma 03/02/06 SLAB-2 Conversion of #4 Rebar (a), 18" Q.C.C.W to Positively Deformed Structural Welded Wire Reinforcement (SWWR) for the Bressi Ranch Lot 40 Project - Carlsbad. CA: CONVERSION: • Specified Reinforcement (refer): Grade 60 #4 @ 1 8" o.c.e.w. Ai4 = 0. 1 333 inz/ft • Equivalent A. using GRADE 80 SWWR: (based on A, «fr factor in design) -> Conversion A1,80 /.Grade 80 equivalent ASWWR = 0.1333 • (60 ksi / 80 ksi) - 0.10 in2 Use 16" Maximum Spacing -+ wire size - 0.10 • (16*Y12") = 0.1333 ->> D13.4 @ 16* Use Grade 8Ct D13.4 wire @ 16" < (SWWR Sheet Designation: 16 * 16 - D13.4 x D13.4)„**" •-, ' i ^ LAP SPLICE REQUIREMENTS:j r <2ba 4 = 0.413 - f c = 4,500psi (normal weight)^ fy = 80,000 psi I - I !»t « l ' I • Find development length, I* for deformed wire using UBC Sec. 1912.2.3 formula (12-1) 1 »' .. *"~ * ' * < Id =• (0.413) • 3/40 • (80,000 / V4,500) • ((1) •(!) •(!) •(&•*)) /2 5* - 11.82 in Mesh Lap Requirement: -„ v,*f '' Combine 1.3»ld from UBC Sec. 1912.18.1 with "wire fabric" factor from Sec 1912.7 D13.4 "mesh" lap = 1.3 • (11.82 in) i ((80,000 - 35,000) / 80,000) = 8.64 in USE 9" Minimum Mesh Lap for D13.4 Wire COMMENTARY: • Deformed SWWR that conforms to ASTM A 497 is defined in Uniform Budding Cofo OJBO Section 1903.5.3.6 (ACI 318-95 Section 3.5.3.6) as an approved material for use as steel reinforcement of concrete. • Designs for concrete reinforcement may be based on yield strengths up to 80,000 psi (Grade 80) per UBC Section 1909.4 (ACI 318-95 Section 9.4) provided that the design yield stress shall correspond to a strain of 0.35 % (vs. 0.5 % for design yield stresses of 60,000 psi). • SWWR material produced at CRI conforms to ASTM A 497, which covers the deformed welded wire sheets, and ASTM A 496, which covers the wire used in the sheets. Supplement SI of A 496 for "High Strength Wire" covers the use of deformed wires with yield strengths up to 80,000 psi (Grade 80). • Please feel free to contact CRI with any questions or comments. 13450 W Peons Ave ^m. ^ — . — , 10630 Town Center Dr, Suite 126s«,p™e,AZ8*79 <fQ) Concrete Reinforcements, Inc. *M***<**»*»,WIX>(623>975-2970 ^BT ' * (909HM4-I996 Fax (623V9754790 Fix. (9»>944-2681 oo <o e u/a: o D13.4 V WIRE O 16"o.c. ^ 16x16-013.4x013.4 GRADE 80 DEFORMED SWWR SHEET- EQUIV. OF #4's O 18" O.C. TYP. LAP DETAIL EACH WAY * 8.64" LAP REQUIRED BY CALC. USE 9" AS MINIMUM _ OK * 2" MIN. REQ'D BETWEEN END WIRES NOTE: LAP DETAIL BASED ON REQUIREMENTS OF UBC SECTIONS 1912.18 & 1912.7 * TYPICAL SHEET SHOWN, ALTERNATE SHEET SIZES MAY BE REQUIRED DUE TO JOINT LOCATIONS AND FIELD CONDITIONS. FOR ALL OTHER SHEET SIZES USED, SPACING. WIRE SIZE AND LAP REQUIREMENTS WILL BE MAINTAINED. r** 16 X 16 - 013.4 X D13.4 SWWR (#4'i O 18") - MESH LAP A ft M REINFORCING ^""""BRESSI RANCH LOT 40 •M bMKMR 1 IMS "oMMfr-SIASI M8S 15/D2/W SLAB-1 1 • City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name BRESSI RANCH LOT 40 Building Permit Plan Check Number- Project Address 9- ' Q& GATEWAY RD AP.N /^ ft ^ o / /V LJ[) (J J Hs-ljf 213-263-0800 Project Applicant (Owner Name) Project Description Building Type- Residential BRESSI SPECTRUM LLC INDUSTRIAL BUILDING (CONDO) INDUSTRIAL Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit. Square Feet of Living Area in SDU Residential Additions Net Square Feet New Area Commercial/Industrial Square Feet Floor Area City Certification of Applicant Information SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (33 1 -5000) San Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (290-2649) Contact Nancy Dolce (By Appt Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Date Revised 4/20/00 1635 Faraday Avenue • Carlsbad, CA 92OO8-7314 • (760) 602-270O SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s))it************************************************' THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT YLEN FREEMAN DEPUTY SUPERINTENDENT CAHLSBAU UNIFIED SCHOOL DISTRICT 6225 EL CAM1NO REAL CARLSBAD. CA 92009 DATE Jura (a PHONE NUMBER Revised 4/20/00 Community Facilities District No. 1 NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner, please read this option carefully and be sure you thoroughly understand the options before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property This option is available only at the time of the first building permit issuance. Property owner signature is required before a building permit will be issued Your signature is confirming the accuracy of all information shown. BRESSI SPECTRUM LLC Name of Owner 4350 EXECUTIVE PR STE 301 Address SAN DIEGO CA 92121 City, State Zip Code Lot HO APN 213-263-0800 (858) 784-3660 Telephone ProjecT Address Carlsbad, California 9200 City, State Zip Code Assessor's Parcel Number or APN and Lot Number if not yet subdivided by County Assessor n5Cfl Building Permit Numbers) As cited by Ordinance No NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No 1 All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE- TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years Please indicate your choice by initialing the appropriate line below I elect to pay the SPECIAL T. One-Time Special Tax $ OPTION (1) OPTION (2) I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE PROPERTY/OWNER OF THE SUBJECT PROPERTY AND THAT i UNDERS COMPLY WITHvTHE PROVISIONS AS STATED ABOVE I elect to pay the SPECIAL DEVELOPMENT TAX ANNU. exceed twenty-five (25) years Maximum $ \°~J}<KO Owner's Imtia Signature Af Property Owner - ONE-TIME now, as a one-tune payment Amount of '/ft I /"fc H i In 3 Owner's Initials for a period not to Special Tax NED IS THE AND WILL Title Date The City of Carlsbad has not independently verified the information shown above Therefore, we accept no responsibility as to the accuracy or completeness of this information Land Use, FY .Factor / flflt;rr£W- 3/pj X Square Ft = ^ tf C<-/ ,