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1905 ASTON AVE; ; CB163357; Permit
City of Carlsbad 09-28-2016 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB163357 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1905 ASTON AV CBAD Tl Sub Type: INDUST Lot#: 0 Construction Type: 58 Reference# Status: ISSUED Applied: 08/31/2016 Entered By: JMA Parcel No: Valuation: Occupancy Group: 2121201300 $25,000.00 Plan Approved: 09/28/2016 Issued: 09/28/2016 Inspect Area Plan Check #: Project Title: A&M CAPITAL: ADD 5 AWNINGS OVE EXTERIOR DOORS I ADD DOOR TO EXTERIOR FOR POSSILBE FUTURE Tl Applicant: Owner: JESSE CLAY H&M EAGLE L P STE 290 3900 5TH AVE P 0 BOX3802 SAN DIEGO CA 92103-3138 RCHO SANTA FE CA 92067 619-299-0011 Building Permit $247.64 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee Plan Check $173.35 Meter Fee Add'l Building Permit Fee $0.00 SDCWAFee Plan Check Discount $0.00 CFD Payoff Fee Strong Motion Fee $7.00 PFF (3105540) Park Fee $0.00 PFF (4305540) LFM Fee $0.00 License Tax (31 04193) Bridge Fee $0.00 License Tax (4304193) BTD #2 Fee $0.00 Traffic Impact Fee (3105541) BTD #3 Fee $0.00 Traffic Impact Fee (4305541) Renewal Fee $0.00 PLUMBING TOTAL Add'l Renewal Fee $0.00 ELECTRICAL TOTAL Other Building Fee $0.00 MECHANICAL TOTAL Pot. Water Con. Fee $0.00 Master Drainage Fee Meter Size Sewer Fee Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee Reel. Water Con. Fee $0.00 Additional Fees Green Bldg Stands (SB1473) Fee $1.00 HMP Fee Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $428.99 T al Payments To Date: $428.99 Balance Due: Clearance: $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 ?? ?? $428.99 $0.00 I\OTlCE: Aease ta<e decic:etialS. ressvaialS. a cttu ea:ticrs ~ cdiEdiwly referTOO to as "fee:/, " w have 9) days frcmtre date tHs ~t vas issued to pretest irrpcBtial cl ttese fee&leaDas. If~ pretest ttun ~ nust fdloNtre pretest ~sa fath in G:M:nmrt Ccxle Sedi01 OOE(a), a-d file tre pretest a-d <nf dtu ~red irltrrrai01 v.ith the Oty ~fa ~rgin i:KXXldarev.ith Ca1sl:al M.rid!B CcxleSedi013.32.03). FaiLretotirrayfdiONtta ~wll t:a"<nJSlb;a:f.Jertlegal a:1ialtocttd(. re.AeN, sa aside, \tid, a anJ their irrpa;itim Yru ere hlrel:7i R..RTl-ffii\OTlREDthS: ~ rigt to pretest tresp3Cified fees'exd01S t:X:ESI\OT" ,6PR.Yto\Mter a-d 1!1iNB <XJ"Tldcnfeescrd ~ ch;rg!s, ra plcnirg, mirg, ga:irg a cttu sinila-~ic:eti01 ~rg a sennoo tees in cxmedia1 wth tHs pqea. I'm IXES IT ,6PR. Y to <nJ f< • • . • • "Ia-. . . . . . " «~> Building Permit Application Plan Check Np. CBtb ... 336r Est. Value fl 2.,-5; &f)(J • ~ CITY 1635 Faraday Ave., Carlsbad, CA 92008 OF 760-602-2717/2718/2719 Plan Ck. Deposit CARLSBAD Fax 760-602-8558 www.carlsbadca.gov Date r' j ,tl~Ji? lswPPP JOB ADDRESS 1905 ASTON, CARLSBAD CA 92008 SUITU/SPACE•IUNIT• N/A IAPN "}t). -J,;.o-13 - CT/PROJECT # I LOT# I PHASE# r OF UNITS r BEDROOMS #BATHROOMS I TENANT BUSINESS NAME rT~~·;E 1 DCC. 80UP DESCRIPTION OF WORK: Include Square Feet of Atrectefl Anta(s) EXTERIOR UPGRADE IMPROVEMENTS (t,'l'-1-s ~) NEW SONC~+Ii r;tA.=FK>, MULTIPLE OCATIONS OF STEEL AND WOOD AWNINGS, NEW REAR ROLL UP DOOR AND STRUCTURAL BRACING FOR NEW DOOR EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE I riR CONDITIONING riRE SPRINKLERS Office Type B Office Type B YESO. Nc(Z] YES[Z)No0 YES[Z)No0 CONTACT NAME (If DifFerent Fom Appllcsnt) APPUCANT NAME JESSE CLAY ADDRESS ADDRESS 3900 5th Avenue Suite 290 CITY STATE ZIP CITY STATE ZIP San Diego CA 92103 PHONE PHONE rAX 6192990011 I FAX 6192995544 EMAIL EMAIL jesse@dpdesigninc.com PROPERTY OWNER NAME Af,,~ee2 /J41t(S4 I c..,./) ;/-..,J L~c CONTRACTOR BUS. NAME TRIVISTA COMMERCIAL CONTRACTORS ADDRESS .:2.?:2 I ~~~A-f7.s Ave 5/~J~ ADDRESS 116 MARKET PLACE CITY 6 I .5B6c.J,..Oo STATE C-4-I ZIP CITY STATE ZIP qt;).qc;-ESCONDIDO CA 92029 PHONE rAX PHONE 760-497-0053 rAX EMAIL EMAIL dawn@trivistacorp.com ARCH/DESIGNER NAME & ADDRESS I STATE LIC. # STATE LIC.II 'CLASS I CllY BUS. LIC.II wo s &:::, ( .. (Sec. 7031.5 Busmess and Professrons Code: Any Clty or County wh1ch requ1res a permit to construct, alter, Improve, demolish or repa1r an)' structure, prior to 1ts ISSuance, also reqUires the applicant for such permit to file a sil!lled 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)). WORI<ERS COMPENSATION Workers' Compensation Declaration: I hereby afflnn under penally of petjury one of the following declwations: D I have and will maintain a c:eltlllcate of consent to self-Insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performanca of the work for which this permR is issued. D I have and wHI maintain workers~P8118111on. as ,ired by Section 3700 of the Labor Code, for the perform~ work for which this permft is issued. My workers' compensation :?nee ~rand policy numberare:lnsuranceCo tet6Uf ~uropc.-e PolicyNo. J.d1fbe{.,L~C117lf/C... ExpirationDate ~12.0!...1-7 ]lli§,section need not be completed~ the permit is for one hundred dollars ($100) or less. { U 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 Califomia. WARNING: Failure to secure wor1!en' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000),1n addition to the cost of compensation, dim ages as provided for In Section 3706 of the Labor code, Interest and attorney's fees. 8:5 CONTRACTORSIGNATURE 0AGENT DATE OWNER-BUILDER DECLARATION I hereby affirm that I em exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himsaH 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 tor the purpose of sale). IZ] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contracto(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 em 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. Oves []No 2. I (have I have not) signed an application for a building permft for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I 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 Onclude name I address I 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 I address I phone 1 type of work): Jt5 PROPERTY OWNER SIGNATURE li]AGENT DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or fu1ure buldlng occupant required to submH a !1usfness..llll, acutely hazadous materials registration form or risk management and preY811tion program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Ad/ 0 Yes I.LJNo Is the applicant or future buldlng occupant required to obllin a permit from the air polutlon controiJ!J§!rfct or ai,t.WI81ity management district? Dves [ZJ No Is the facility to be construcled wl1hin 1,000 feet of the outer boundary of a school site? uYes ILJNo IF Alff OF THE ANSWERS ARE YES, A ANAL CERTIFICATE OF OCCUPANCY IIAY 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- nr 1 Clllllfytllatl haiellllldllle app11ca11on and stalltthatllleabollelrfonnallon Is conec:t andthatllle IIDmallon on 111e plans 1s IICCUiliiii.IIIIP891D comply11fth a1 QtrOftllaalandSIIIte ,_ nllaa..CID tuklrw construc11on. I hereby authorize representaive of the aty of catsbEKI to en1ar upon the above mentioned property tlr inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST All UABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN AtffWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is requied tlr eJCCaValions over SCY deep and demolition or conslndion of slruclures over 3 stories in height EXPIRATION: Ewry perrnft issued by the Buting Otill under the provisions of llis Code shallllCpire by imilaion and beoome null and void if the buldlng or work authorized by such penn! is not rommenced within 180 days from the dale of such permit or if the buiding or work authorized by such perrnft is suspended or abandoned at anytime alter the work is00111ll81lC8d tlra periodof180days (Section 106.4.4 Uniform Building Code). ~APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB163357 Type: Tl Date .~. !r:!~pection Item·--~--·--· 10/25/2016 19 Final Structural 10/21/2016 89 Final Combo 10/21/2016 89 Final Combo Wednesday, October 26, 2016 IN DUST Inspector Act PY AP Rl py NR A&M CAPITAL: ADD 5 AWNINGS OVE EXTERIOR DOORS I ADD DOOR TO EXT Comments NRR Page 1 of 1 Ccicyof Carlstiad SPECIAL INSPECTION AGREEMENT 8-45 Development Services ' Building Division 1635 Faraday Avenue 760-602~2719 www.carlsbadca.gov In accordance with Chal)ter 17 ofthe California Building Code the following must be completed when work being performed requires speclall11$pectfcn, structural observation and construction material testing. ·ProjectlPennit: -------Project Address: I 1 ot; t\51bN /wt. A. THIS SECTION MUST BE COMPLETED SY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check If you are OWner-BuQder 0. (If you checked as owner-builder you must also complele Section B of lhls agreement.) Name: (Please print) ~~'¢6.?"e A1roA.J ~lt) ~dO 1 am: QProperty Owner OProperty Owner's Agent of Record OArchitect of Record QEngineer of Record State of CaUfomla Registration Numbe .... -·----------Expiration Date: ______ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknOWledge and promise to comply with the ctty of Carlsbad requirements for speclallnspecttons, structural observations, construction materialS testing and off..slte fabrication of butlding components, as prescribed In the statement of special Inspections noted on the approved plans and, es required by the California Building Code. Slgnatur • Date:---------- B. CON'l'RACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I buDder I owner-builder. Contractor's Company Name:._11...!....l..~..:\'4..::..l.;..::S~"t.:..A:~-1t-luM.:r.:~~· -------Pfease check If you ereOwner•Bulklet c::J Name: (Please print) T€12-fZ.M tv\ias.t.H ~ \ (MJ.) (Last) Mailing Address: 'l (p M+£L~T 'Pt.=, rr~~N'tHf?t> Ck lfU:tfl Email: ~(tltl~ e t@.f'/17tAC!'P-f, CoM. Phone· 1f#o. ~~4. bl-1'1 State of California Contractor's license Number. (, fJoc; t, I Expiration Date: { lt ~ It e + I acknowledge and, am aware, of special requirements contained In the statement of specfal Inspections noted on the approved plans; • I acknowledge !hat control will be exercised to obtain conformance with the construction documents approved by the bulfdlng official; • I will have In-place procedures for exercising control wilhfn our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and . • I certify that I will have() qualified person within our {the contractor's) organization to .exercise such control. • J will provide a final report /latter In come/lance with CBC Sectfon 1704.1.2 prior to requesting final /nspe~ D SQnaturo: c:J y~ Data: .,;,, /_tiP B-45 Page 1 of1 Rev.08111 /~ b ~ 5 'l 1 ~ bS -A~\nAJ PROJECT NAME A. and M. Capital ADDRESS 1905 Aston Ave. Carlsbad, Ca. ARCHITECT Donald Pitman Designs, Inc. ENGINEER AM Engineers CONTRACTOR Tri Vista Const. OTHER Weigle Welding and Fabrication INSPECTION DATE 1011712016 INSPECTION REPORT INSPECTION 0 CONCRETE 0 REINF. STEEL 0 MASONRY 0 [;21 0 P.T. CONCRETE FIELD WELDING SHOP WELDING ------------------------0 BATCH PLANT 0 EXP. ANCHOR PLAN FILE/OTHER BLDG. PERMIT/OTHER CB16-3357 0 OTHER MATERIAL SAMPLING MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REIN F. STEEL GR./SIZE STRUCTURAL STEEL HIGH-STRENGTH BOLT MASONRY BLOCK OTHER ASTM A500 0 CONCRETE 0 MORTAR 0 GROUT 0 REINFORCING STEEL 0 STRUCTURAL STEEL 0 FIREPROOFING 0 MASONRY BLOCK 0 SOL TS 0 OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. I visually inspected the completed field welding as noted below. Certified welder: Marcus Weigle. Base metal: ASTM A500 (verified by mill certs.) Filler metal: Lincoln Electric E7H-8-H16. Locations: At the mitered corners of the (N) exterior eyebrows (canopies) and the HSS frame at the (N) opening in the (E) North wall. Completed welds: square groove welds connecting the outside, top and bottom and 1/4" fillet welds connecting the inside of the mitered corner at each of (4) corner canopies per det. 4/S1.1 . CJP groove weld all around connecting each end of the (H) HSS 6x3x1/4" member to each (V) HSS 6x3x1/4" members per det. 1 /S1 .1 at the frame around the (N) opening in the (E) North wall. Note: Upon visual inspection the welds are in substantial conformance with plan details and AWS 01 .1 standards. No discrepancies were observed or noted. All work is subject to City of Carlsbad approval. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Craig Bechtel ICC 5265295 CWI16092121 Cnlla Bechtel CWI 18092121 QC1 EXP. 91112019 /{p 3 ~ 5 "7 I 0, OS AStoN A~ INSPECTION REPORT PROJECT NAME A. and M. Capital INSPECTION MATERIAL IDENTIFICATION ADDRESS ARCHITECT ENGINEER 1905 Alton Ave. Carlsbad, Ca. Donald Pitman Designs,lnc. AM Engineers CONTRACTOR Tri Vista Canst. OTHER Weigle Welding and Fabrication INSPECTION DATE 09/2112016 D D D D D CONCRETE REINF. STEEL MASONRY P.T. CONCRETE FIELD WELDING CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lblin2 REIN F. STEEL GR./SIZE STRUCTURAL STEEL 0 SHOP WELDING HIGH-STRENGTH BOLT 0 BATCH PLANT MASONRY BLOCK ------------------------ PLAN FILE/OTHER 0 EXP. ANCHOR OTHER BLDG. PERMIT/OTHER CB16-3357 D OTHER MATERIAL SAMPLING ASTMA500 0 CONCRETE D MORTAR D GROUT 0 FIREPROOFING 0 MASONRY BLOCK 0 REINFORCING STEEL 0 STRUCTURAL STEEL D BOLTS D OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTI:D, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. I performed a shop welding inspection at the Weigle Welding and Fabrication shop at 3314 Ybarra Rd., Spring Valley, Ca. as noted below. · Certified welder: Marcus Weigle. Filler metal: Lincoln Electric: E71 T-8-H16. Base metal: ASTM A500 (verified by mill certs.) Completed welds: 1 /4" fillet welds all around connecting the HSS4x2x3/16" members at each end to each of the inside face of the HSS1 Ox2x3/16" members. PJP grove welds connecting the outside of the mitered corner and a 1 /4" fillet weld at the inside of the mitered corner of the HSS1 Ox2x3/16" members. 1 /4" fillet welds all around connecting the square cornered end of the HSS 1 Ox2x3/16" members. Per dets. 4/S1 .1. These welds occurred at each of (12) eyebrow sections. Note: Upon visual inspection the welds are in substantial conformance with plan details and AWS 01 .1 standards. No discrepancies were observed or noted. All work is subject to City of Carlsbad approval. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Craig Bechtel ~ ~ Ctalg Bechtel CWt 18092121 QCf EXP. 91112019 /~3?o5/ l q os A~TON -A\{ INSPECTION REPORT PROJECT NAME A and M Capital ADDRESS ARCHITECT ENGINEER -------------------------- 1905 Aston Ave. Carlsbad, Ca. Donald Pittman Designs, Inc. AM Engineers CONTRACTOR Tri Vista Const. INSPECTION D D D D D CONCRETE REINF. STEEL MASONRY P.T. CONCRETE FIELD WELDING MATERIAL IDENTIFICATION. CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REIN F. STEEL GR./SIZE STRUCTURAL STEEL OTHER Weigle Welding and Fabrication 0 SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE 1011712016 ------------------------ PLAN FILE/OTHER 0 BATCH PLANT 0 EXP. ANCHOR MASONRY BLOCK OTHER BLDG. PERMIT/OTHER CB16-3357 OTHER Simpson Titen HD anchors MATERIAL SAMPLING 0 CONCRETE D MORTAR D GROUT 0 REINFORCING STEEL 0 STRUCTURAL STEEL D D FIREPROOFING 0 MASONRY BLOCK BOLTS 0 OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. I observed the installation procedures of the Simpson Titen HD anchors into the (E) concrete tilt up panels as noted below. Anchor size: 5/8" x 5". Locations: 24" oc. T. & B. at each of (12) eyebrow canopy sections. Approx. (32) anchors at the HSS frame around the (N) opening in the (E) North wall. · Hole diameters: 5/8". Effective embedment: 4-3/4". Note: The holes were drilled with a rotary hammer drill and carbide tipped bit followed by brushing with a nylon brush and blowing out with compressed air. The anchors were driven in by means of an electric impact torque rating of 320 ft.lbs and no anchors exceeded the maximum torque of 100ft. lbs. all per ESR-2713 Table 1. No failures occurred. The entire procedure meets or exceeds plan details and ESR-2713 requirements. No discrepancies were observed or noted. All work is subject to City of Carlsbad approval. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Craig Bechtel CERTIFICATION NO. ICC 5265295' CWI16092121 EsGil Corporation In <Partnersftip witft fjo'flernment for 0uiftfing Safety DATE: SEPT.26,2016 JURISDICTION: CARLSBAD PLAN CHECK NO.: 16-3357 PROJECT ADDRESS: 1905 ASTON PROJECT NAME: EXTERIOR IMPROVEMENTS SET: II CJ PLICANT JURIS. CJ PLAN REVIEWER CJ FILE 1:8] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's 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: 1:8] 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: Donald Pitman Design Inc (Jesus) Telephone#: 619-299-0011, 619-871- 9977(cellphone) _ rvl) Date contacted: -.. (b"tJS ) Email: jesus@dpdesigninc.com Fax: -5544 Mail Telephone Fax In Person [8J REMARKS: The remodel includes a new exterior roll up door. By: ALI SADRE, S.E. Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 9/19 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In lPartnersfJip witfJ C]ofJernment for CIJuiutins Safety DATE: SEPT.06,2016 JURISDICTION: CARLSBAD PLAN CHECK NO.: 16-3357 PROJECT ADDRESS: 1905 ASTON PROJECT NAME: EXTERIOR IMPROVEMENTS SET: I Cl ~PPLICANT • JURIS. Cl PLAN REVIEWER Cl FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Dorftitman ~f.Sl'JIIl"wc..(~)"elephone #: 619-299-0011, bf'l-<f=J-1~ tt=f-1- Date contacted: 0) / b/(b (by: J'K.) Emaii:J(.S)AS@ d p Fax: -5544 (ctltpho~oJt.) ~Mail vf'et~;~~ Fax In Person dt.sl~tJ{N<!..toW\ ~ REMARKS: The remodel includes a new exterior roll up door. By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 9/1 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 16-3357 SEPT.06,2016 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 16-3357 PROJECT ADDRESS: 1905 ASTON CONSTRUCTION = 11-B; SPRINKLERS = YES; STORIES = 2; AREAS = NO CHANGE; HEIGHT = NO CHANGE; OCCUPANCY = B; USE = OFFICE DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/1 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: SEPT.06,2016 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planningiiiflneering and Fire Departments. 2. Bring T:" " " corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. CARLSBAD 16-3357 SEPT.06,2016 . 5 . • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? l:l Yes l:l No 1. As per architectural plans & Sheet S1.1, there are cables supporting new canopies. Show the cables diameter, connection details and references at each end and their spacing on plans. 2. Please show material specifications on plans for steel tubing, threaded rods, welding, etc. 3. The City Policy requires Special Inspection Agreement to be completed, for the items noted on Sheet S1.1. [This form is available at the Building Department]. 4. A reminder that the plans need to be stamped & signed by the project designer & the project engineer. 5. The jurisdiction has contracted with EsGil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD 16-3357 SEPT.06,2016 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 1905 ASTON BUILDING OCCUPANCY: B; 11-B/SPR. BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier EXTERIOR REMODEL Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: 0 Repetitive Fee ~Repeats Comments: 0 •I Complete Review o Other 0 Hourly EsGil Fee PLAN CHECK NO.: 16-3357 DATE: SEPT.06,2016 Reg. VALUE ($) Mod. 25,000 $246.491 $160.221 o Structural Only t------tl Hr. @ • $138.031 Sheet 1 of 1 macvalue.doc + \ PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Develogment Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov DATE: 9/1/16 PROJECT NAME: EXTERIOR UPGRADES PROJECT ID: PLAN CHECK NO: CB163357 SET#: ADDRESS: 1905 ASTON AV APN: ~ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required 0 Yes ~ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: JESSE®DPDESIGNINC.COM For questions or cl~rifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton D Chris Glassen D Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Giassen@carlsbadca.gov Gregorv.Ryan@carlsbadca.gov ~ Gina Ruiz D VaiRay Marshall D Cindy Wong 760-602-4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov VaiRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D Veronica Morones D Linda Ontiveros D Dominic Fieri 760-602-4619 760-602-2773 760-602-4664 Veronica.MorQnes@carlsbadci:!.gov Linda.Ontiveros@carlsbadca.gov Dominic.Eieri@carlsbadca.gov Remarks: Sun screens ok per CRC 4.3.2.2 (e) permitted in street side setback max 6' (27" proposed over windows) & wall in street side setback ok per CRC 4.3.2.2 (d) wall max 42" (42" wall proposed) Janet Altar From: Sent: To: Cc: Subject: Good morning Jesse, Amber Ressmer Thursday, September 01, 2016 1:42 PM JESSE@dpdesigninc.com Building CB163357 Ext. upgrade improvements plan does not require a fire dept. review You are receiving this email because you are the applicant on permit #CB163357 'Exterior Upgrade Improvements' at 1905 Aston Ave in Carlsbad, CA. The fire marshal has determined that the fire department does not need to review these plans and no fire inspection is necessary. Thank you, Amber Amber Ressmer Administrative Assistant Fire Prevention City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www .ca rlsbadca.gov p 760-602-4665 I F 760-602-8561 1 ~~~-/. ~~:'' ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 09/14/2016'ROJECT NAME: A& M Capital facade work PLAN CHECK NO: CB163357 SET#:1 ADDRESS: 1905 Aston Ave Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: APN: 2121201300 VALUATION: $25,000 APPLICANT CONTACT: jesse@dpdesigninc.com D Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Irnpe c don by the Construction & Inspection Division is required: Yes No X ~ For status from a division not marked below, please call 760--602-2719 This plan check review is N<I'COMPLETB Items missing or incorrect are listed on the attache d checklist. Please resubmit arne nde d plans as required. 760-602-4624 Chris.Sexton@carlsbadc< gov 760-602-27 41 Kathleen.LawrellCe@carlsbadca.gov Gregory .Rynn@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.ge '< Linda Ontiveros D 760-602-2773 linda.Ontiveros@carls badca.gov [{] VALRAY MARSHALL 760-602-27 41 VALRA Y. MARSHALL@CARLSBADCA.GOV Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: New Roll up doors and building facade work. Nothing to affect 20' CMWD easement across the back of the lot. Joa--;ldr~t_o_l6_a cf_)_,. --..LA!.:::.SU:u.:a::.:.;:,J;...t;A:.!,!v~£.::;,__ __ _ AM ENGINEERS f SHEET NO._..___ _____ OF------ Consulting Structural Engineers CALCUI.ATEO BY------DATE----- (760) 741-7306 ; j AM ENGINEERS Consulting Structural Engineers (760) 741-7306 . , .. . , ...l.l1 o(Goc/S JOB -:Mi& · SHUTNO.-+-/i<~-----OF------ CALCULATED BY------DATE----- If f)H;f.l. i c/nM.. 1'2-' 1 fl _1. f 4-Yrllv. 1 1 /t 1'7-&$ J: •rw·rnwrnrmrn rrn-ar 1 r PiTY Joa -#Zol6ocfr AS!J~ Av'r AM ENGINEERS SHEET N0.-+-.13,.~.--______ OF------ Consulting Structural Engineers CALCULATED BY-------DATE------ /,.._ r·-' ,,. ' . -~<:t,, --,ff~ i ... ' <..! . i . ' -!.~,- (760) 7 41-7306 ') ····i· if$1)11"S Al '24· .o/t M~ ·'Sf Ae1 ,.;~ tf II 1) ?;c!,.,t.l)~ Joe -*Zof6u c( ~ AM ENGINEERS SHEETNo._.I_Sf: ______ OF----- Consulting Structural Engineers CALCULATED BY------DATE----- (760) 741-7306 \ II ~¢~~ w/ /'tl!M ~~~ fii{J ~!Sf. C!JNC· fNJf;l · Urli-$u1~"#J ,.tr-::>~T-1-P )l ~/-8~0 <S/S1fr1• :tee t?sR-2So8> $ P~Cbf\l /r-JSPf.c.Tiv,../ 1?8-PVtftt/) /)Gt4Jt...© II Ztlett ~A/Nlf->S 51ft( C.AiJtJPI~( c,+st..f ·1);-z:+tL $1J(L 8i1 }2~ .. ' .. P~ AM ENGINEERS Consulting structural engineers 325 W. 3rd Ave., Suite 205 + Escondido, CA. 92025 Phone (760) 741-7306 +Fax (760) 738-8364 STRUCTURAL CALCULATIONS PROJECT NAME 1905 Aston Ave. project PROJECT NO. 2016043 CLIENT Trivista Inc. This signature is to be a wet I signature not a copy APPROVED . 1}-r-A I . DATE SIGNED : 6/?-q /2o{?:>_ ______ I ---------~-----r-~----------~-~--- DESIGNED BY . . DATE: A.M. August, 2016 RECEIVED AUG 31 2016 CITY OF CARLSBAD BUILDING DIVISION CB \ t.o · 3357 AM ENGINEERS Consulting Structural Engineers 325 W. 3rd Ave., Suite 205, Escondido, CA. 92025 Phone (760) 741-7306 Fax (760) 738-8364 DESIGN CRITERIA (Roof Loading) Roofing Wt. Plywood. Sub-purlins Purl ins Insulation Mech. Sus. Clng. Misc. DL= LL= Seismic: Wind: 2.0 psf 1.5 psf 2.0 psf 2.0 psf 0.5 psf 2.0 psf 1.0 psf 1.0 psf 12 psf 20 psf Seismic Design Category: D Exp. "C" Concrete: fc=3000 psi for concrete tilt-up wall Reinforc.: Fy=60000 psi for #5 and greater Fy=40090 psi for #4 and smaller Lumber: DF/L #1 DF/L#2 24F-V4 24F-V8 for 2x rafters, 2x joists, beams and posts. for 2x studs. for simple span glue-laminated beams for continuous glue-laminated beams Steel: ASTM A500, grade B for tubular sections ASTM A501, or ASTM A53, type E grade B for circular sections ASTM A572 grade 50 for all other sections. Masonry: fm=1500 psi Weld: Welding should conform to AWS 01-1. All welding shall be done by electric arc process using approved rods and performed by certified welders. All fabrication and welding shall be performed in the shop of an approved fabricator. The approved fabricator must submit a certificate of compliance in accordance with C.B.C. All field welding requires continuous special inspection and all shop welding requires periodic special inspection. Codle: C.B.C. 2013 edition Jf\ M ENGINEERS Consulting Structural Engineers (760) 741-7306 ~ .. _.; ... ,~.- -'· ····-· / ... , Wot~~ ljJ~1~)-4 ~ :-=:~o ~# '0 . ___ :_ 6-~A~-.z..-+rs -=-\ 7f-4 ~" ol--tU ~ .r. -------. . ----. . . . . , : I -M-a~tt -c-Jtif.,.~tlr}~ 75"J.4xi-::-2./So # ~ . ., -·- CSyuJ!l z. j.[-t;:IJ1 1 . zl, 13;/o /1- A~~-# -v~:_l'1s'ir- ;;: . N _ ®?c~VL . ~ $&O J /ttotf I ~~!u ; -:-:-:---· ,. __ ..;. -c.- ~fft{l ~ .{35/i.... -;::: 613 .. /.t.Jf JOB ::i:J:ZotfJ 0 4 '5 SHEET N0.---=<2~-----OF------ CALCULATED BY------DATE----- . q-~~-~-~f~:·_~j ' At" ~v-r:-:--! ' ' ;~~~~-·tv;;~-~~; l3:6 If A-t-4/:~ P~:i ~ "" -j ~ n -1 n - ) ) :0 I Project Title: 1905 Aston Ave A M Engineers 325 W 3Rd. Ave., Suite 205 Escondido, CA. 92025 Engineer: AM Proiect ID: 2016043 Project Oeser: Opening into existing Tilt-up wall (760) 741-7306 Existing Tilt-up building Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure : "II': All Buildings and other structures except those listed as Category I, Ill, and IV Seismic Importance Factor . Grldded.Ss& Stt/atueS'A.SCE~'MO,stimdard Max. Ground Motions, 5% Damping : Ss 1.166 g, 0.2secresponse S 1 0.4469 g, 1.0 sec response ·Site Class, site:Coeft:·and DEisignCategory .. · Latitude = Longitude = Location : Carlsbad. CA 92008 = D 33.158 deg North 117.326 degWest ASCE 7-10, Page 2, Table 1.5-1 ASCE 7-10, Page 5, Table 1.5-2 ASCE 7-10 11.4.1 ASCE 7-10 Table 20.3-1 Site Classification 'D' : Shear Wave Velocity 600 to 1,200 ftlsec Site Coefficients Fa & Fv Fa Fv 1.03 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Maximum Considered Earthquake Acceleration Design Spectral Acceleration Seismic Design Category Resisting System···· S MS =Fa • Ss SM1=Fv•s1 s os= s Ms213 S o{S M1213 1.55 1.205 0.694 0.803 = 0.463 D Basic Seismic Force Resisting System ... Bearing Wall Systems Ordinary reinforced concrete shear walls Response Modification Coefficiert ' R " System Overstrength Factor " Wo " Deflection Amplification Factor " Cd " NOTE! See ASCE 7-10 for all applicable footnotes. Lateral Force Procedure Equivalent Lateral Force Procedure 4.oo Building height Limits: 2.50 Category "A & B" Limit: Category "C' Limit: 4·00 Category "D" Limit: Category 'E' Limit: Category "F" Limit No Limit No Limit Not Permitted Not Permitted Not Permitted The 'Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-10 12.8 Determine Building Period Structure Type for Building Period Calculation : All Other Structural Systems "Ct" value 0.020 "hn" :Height from base to highest level = 25.0 ft "x' value 0.75 "Ta" Approximate fundemental period using Eq. 12.8-7 : "TL": Long-period transition period per ASCE 7-10 Maps 22-12 -> 22-16 Ta = Ct * (hn 'x) = 0.224 sec 8.000 sec ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE7-10 Eq.11.4-3 ASCE 7-10 Eq. 11.4-4 4SCE 7-10 Table 11.6-1 & -2 ASCE 7-10 Table 12.2-1 ASCE 7-10 Section 12.8.2 Use ASCE 12.8-7 Building Period" Ta" Calculated from Approximate Methoo selected 0.224 sec S 08: Short Period Design Spectral Response " R " : Response Modification Factor " I " : Seismic Importance Factor Seismic Base Shear Cs = 0.2009 from 12.8.1.1 = = = 0.803 4.00 1 From Eq. 12.8-2, Preliminary Cs From Eq. 12.8-3 & 12.8-4. Cs need not exceed From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient :: W ( see Sum Wi below) = Seismic Base Shear V = Cs • W = 0.00 k 0.00 k = 0.201 = 0.517 = 0.035 0.2009 ASCE 7-10 Section 12.8.1 1905 Aston Ave A M Engineers 325 W. 3Rd. Ave., Suite 205 Escondido, CA. 92025 Project Title: Engineer: AM Project 10: 2016043 Project Oeser: Opening into existing Tilt-up wall (760) 741-7306 Vertical DistribiJtion ofSE!ismic Forces ASCE 7-10 Section 12.8.3 "k': hx exponent based on Ta-1.00 Table of building Weights by Floor Level... Level# Wi : Weight Hi: Height (Wi *Hi) 'k Cvx Fx=Cvx *V Sum Story Shear Sum Story Moment SumWi= 0.00 k SumWi*Hi = 0.00 k-It Total Base Shear = 0.00 k Base Moment= 0.0 k-It DiaphragmForces :.Seisn1ic Design caTe~#YifB"to ''F:' ASCE 7-10 12.10.1.1 Level# Wi Fi Sum Fi SumWi Fpx: Calcd Fpx: Min Wpx . . . . . . . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . . . . . . Sum of 'Lat. Force" of current level plus all levels above MIN Req'd Force@ Level . . . . . . . . 0.20 • S os I * Wpx MAX Req'd Force@ Level . . . . . . . 0.40 * S os I * Wpx Fpx: Design Force@ Level ....... Wpx • SUM(x->n) Fi I SUM(x->n) wi, x =Current level, n =Top Level Fpx: Max Fpx Dsgn. 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' ; . ...... _, i • 1 mew;r IT SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFN ______ _ HVW ________ _ BPDATE_~_._ ___ Plan File# PART 1: FIRE DEPARJMENT-HAZABDOUS MATERIALS DIVISION; OCCUPANCY CLA8SIFICA!JON; Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II; SAN DIEGO COUNTY DEPAR1"10;NT OF ENVIRONMENTAL HEALTH -HAZABDOUS MATERIALS DIVI§JONS tffMDt; If the answer to any of the questions is yes, applicant must contaCttilieounty ofSan OieQo Hazardoustdaterials Division, 1255 Imperial Avenue5 lioor,San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: I I D CaiARP 'Tempt YES NO D t Initials 1. 0 Ef"' Is your business listed on the reverse side of this form? (check all that apply). a e 2. 0 £:1 V\1111 your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CaiARP Required 3. 0 J2( V\1111 your business store or handle Hazardous Substances in quantities equal to or greater than ___ _../ ___ _ _./55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials 4. D ~ . V\1111 your business use an existing or install an underground storage tank? 5. 0 )2( V\1111 your business store or handle Regulated Substances (CaiARP)? D CaiARP Complete 6. 0 J2( V\1111 your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 1 Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONmOL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, nDiego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. .Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES ~ 1. 0 ,£:1 VVill the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at bttD:flwww.sdaPCd.org/lnfo/factslpeonits.Qdf, and the list of typical equipment requiring an APCD permit on the reverse side 2. D ,...,/of this from. Contact APCD if you have any questions). ja (ANSWER ONLY IF QUESTION 1 IS YES) V\1111 the subject facility be located within 1 ,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at htto:/fwww.Qde.ca-aov/ce/sdl; or contact the _/appropriate school district). 3. 0 ~ V\1111 there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. D y VVill there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: I I Name of owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. ______________________________ _ BY: _______________________ __ DATE: ___ ...... 1 ____ __.1 ____ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO APCO COUNTY-HMO APCO COUNTY-HMO APCO HM-9171 (04/07) County of San Diego-DEH-Hazardous Materials Division • '6'(:31/tP-70 P!mJ1 LOE/ Ft'!(£ ( {s.&r'L. wj ca)c5 ql-z-1\Lo-\)~to ~ C1 /H /10-e-~ @ Fc- 1(W(ib-~rifJ cr(zs/6-L Final !mpection required by. Q Plan Q CM&I Q Fire Q sw [JISSUED Approved Date BUILDING q_ 2-ft:. ·I ~ PlANNING 'l-\-\(Q ENGINEERING q /"i /t<t> FIRE Elcpedlte7 y N tv£.~ DIGITAL FILES Required? y N HazMat APCD Health FonnsjFees Sent Rec'd Encina Fire HazHealthAPCD !i'. ~~.In PE&M I.JA,.. School Sewer . Stormwater Special Inspection CFD: y N LandUse: Density: lmpArea: FY: Annex: PFF; y N Comments Date Date Date Building q-(rlll Planning Engineering Fire Need7 ---------- I [JCV. By /fS C)R, \lM. ~ Due? By y N y N y N y N y N y N y N y N Factor: Date [J Done [J Done [J Done [J Done ------