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Home My WebLink About2192 Palomar Airport Rd; ; CBC2017-0244; Permit{City of Carlsbad Commercial Permit Print Date: 10/04/2018 Permit No: CBC2017-0244 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2192 Palomar Airport Rd BLDG-Commercial 2130201800 $15,000.00 Work Class: Lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check #: Tenant Improvement Status: Applied: Issued: Permit Fina led: Inspector: Closed -Finaled 05/11/2017 04/17/2018 AKrog Plan Check#: Final Inspection: 10/4/2018 10:39:18AM Project Title: Description: VERIZON: INSTALL BACK-UP GENERATOR ANO REPLACE 140 SF STORAGE ENCLOSURE Applicant: Owner: Co-Applicant: RELIANT LAND SERVICES STELLA SHIH COUNTY OF SAN DIEGO MOTIVE ENERGY TELECOMMUNICATIONS GROUP INC 714-396-0459 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Public Agency 858-694-2960 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE Aboveground Storage Tanks (First tank) MANUAL BUILDING PERMIT FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,194.51 Total Payments To Date: $1,194.51 755 Trademark Cir Corona,CA 92879-2074 951-284-0189 Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 limitation has previously otherwise expired. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $159.31 $111.52 $41.00 $700.00 $138.48 $39.00 $1.00 $4.20 THE OLLOW~ APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING 0 ENGINEERING C_cityof Carlsbad JOBAODRESS Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov f?o . SUITE#/SPACE#/UNIT# •BUILDING •FIRE •HEALTH 0 HAZMA T/APCD Plan Check No. Est. Value Plan Ck. Deposit Date °'5 -\ \ -r7 APN Z (~ -oto CT/PROJECT# LOT# ITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. lYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) (~~LAf,otJ of ~ ~-L,4,f Ac~~, tu~- EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE s YESO PROPERTY OWNER ADDRESS CITY STATE ZIP CITY ZIP PHONE FA:/. PHONE {ol EMAIL EMAIL DESIGN PROFESSIONAL /'J.A '-"TI .e.,l 7 CONTRACTOR BUS. NAME ADDRESS CITY PHONE EMAIL , CtJVVl (Sec. 7031.5 Business and Professions Code: Any City or County which requires a perm, to construct. alter, improve, demolish or repair ant structure, prior to its issuance, lso 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 {hat 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: I hereby a/f,rm under penany of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Erl-1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy numberare:lnsuranceCo. 2-,vv\f)Gv) ftrno v:iCLVt Inc-co Policy No. we -3'/b 72 OD-01 Expiration Date la I :al 1 £> This section need not be completed if the permit is for one hundred dollars ($100) or less. r 1 Egcertificate 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 Galifornia. 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, damage as provided for in Section 3706 of the Labor code, interest and attorney's fees. ~ ' g CONTRACTOR SIGNATURE •AGENT DATE I hereby affirm that I am exempt from Contractor's License Law for the following reason: • • • 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 himse~ 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). 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 lor 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. O Yes 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 I phone I contractors' license number): 4. I plan to provide portions of the wort but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ 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 f phone / type of work): g PROPERTY OWNER SIGNATURE •AGENT DATE Is the applicant or fulure building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes O No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANO THE AIR POLLUTION CONTROL DISTRICT. 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 certify that I have read the application and state that the abol'e lnfonnation is conectand that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to 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 penn~ is requred for excavations <Nef 5'0' deep and derrdtion or construction of structures <Ner 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and beaJme nuU and void W the building or won< authorized by such permt is not coomenced v.ithil 180 days from the date of such perm! or ~the bui<ling orwon< authorized by such perm~ is suspended or abandoned at any time after the won< is coomenced for a period of 180 days (Section 106.4.4 Uniform Building Code}. _,g APPLICANT'S SIGNATURE DATE • STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Ca~sbad, California 92008. CONTACT NAME ADDRESS CITY STATE PHONE FAX EMAIL DELIVERY OPTIONS O PICK UP: o CONTACT (Listed above) o OCCUPANT (Listed above) o CONTRACTOR (On Pg. 1) 0 MAIL TO: o CONTACT (Listed above) o OCCUPANT (Listed above) o CONTRACTOR (On Pg. l J ZIP 0 MAIL/ FAX TO OTHER: ________________ _ Af APPLICANT'S SIGNATURE CO#: (Office Use Only) OCCUPANT NAME BUILDING ADDRESS CITY STATE Carlsbad CA OCCUPANT'S BUS. UC. No. o ASSOCIATED CB#------------- • NO CHANGE IN USE/ NO CONSTRUCTION o CHANGE OF USE/ NO CONSTRUCTION DATE ZIP -. . ~ ' . ·, PERMIT INSPECTION HISTORY REPORT (CBC2017-0244) Permit Type· BLDG-Commercial Application Date: 05/11/2017 Owner: COUNTY OF SAN DIEGO Work Class: Tenant Improvement Issue Date: 04/17/2018 Subdivision: RANCHO AGUA HEDIONDA POR OF Status Closed -Finaled Expiration Date: 02/25/2019 Address: 2192 Palomar Airport Rd Carlsbad, CA 92011-4409 IVR Number: 3660 Scheduled Actual Primary Inspector Reinspection Complete Date Start Date Inspection Type Inspection No. Inspection Status 08/02/2018 08/02/2018 BLDG-11 065734-2018 Passed Andy Krogh Complete Foundatlon/Ftg/Pler s (Rebar) BLDG-31 065776-2018 Passed Andy Krogh Complete Underground/Condu It -Wiring 08/09/2018 08/09/2018 BLDG-66 Grout 066468-2018 Passed Andy Krogh Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency First lift Yes 08/14/2018 08/14/2018 BLDG-66 Grout 066858-2018 Passed Andy Krogh Complete 08/21/2018 08/21/2018 BLDG-11 067596-2018 Passed Andy Krogh Complete Foundatlon/Ftg/Pler s (Rebar) 08/29/2018 08/29/2018 BLDG-14 068501-2018 Partial Pass Andy Krogh Relnspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency CCO to be bolted, increase weld size to Yes post to match plans BLDG-15 068619-2018 Passed Andy Krogh Complete Roof/ReRoof (Patio) 10/04/2018 10/04/2018 BLDG-Final 071907-2018 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Final close out pending landscape Yes inspection signature and CMI sign off, email of inspection card requested BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-Fire Final 071230-2018 Scheduled Dominic Flerl Incomplete Checklist ltom COMMENTS Passed FIRE-Building Final No October 04, 2018 Page 1 of 1 <~• ~ ( 1'• '" e~~~;5~~" INSPECTION RECORD 0 INSPECTION RECORD CARD WITH .APPROVED PLANS MUST 8£ KEPT ON THE JOB E!l CA.LL BEFORE .;J;OO Pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CAU.: 760-602•2725 213020 00 sn iao, ... OR GO TO: WWW.(,jl[l1bacfca,goy/8~ AND CUCK ON ··neq~eft Inspection~ DATE: \..\ _ 7-1 CBC2017-0244 ~--+~-::a:: ~ORM WATER />Rf CON Mf£TING J!tOU!lfl D 7t>0-601 2_1_1!1 __ _ IF MARKED "YES • IT lS R[OUIREO PRIOR ro Rr 0IJUTING HUil O,r,.,G FINAL fire l'rc,w,n1,on ~ of rn,J)fftlon RIIMPAW·h§t • •U FOUNDATION !_!2 REINFORCED STUl c~ .. • ELECTRICAL. Type of lntp.<tfcw, •.JI 0 U(Ctlt1C liHDUtOltOUIIO C) UflJI U4 IIOUGII Cl{CflUC •M MASONIIV l'RE GROUT _ ~ROUT Q WAll DltAIIIS 110 TI~ PANELS '" Ut.t'rl!IC S(.,_1(( Tt Ill l'OIIA!n' U 1 l'OUIISTIIIPS 124 TOl'OUT 0.at OWII ft7 1UIASIIOWBIN na DUS111r DIAS .... ----- ' .,. l'HOTOVOUAIC .. , tUC/COIIDtlH WlRIIIQ o .. ,. I l j t • ln1p«tor EsGil Corporation In <Partnersfiip witfi qo..,ernment for (]Juifain9 Safety DATE: 5/24/17 JURISDICTION: Carlsbad PLAN CHECK NO.: CBC2017-0244 PROJECT ADDRESS: 2192 Palomar Airport Rd. SET: I ~PLICANT /15 JURIS. 0 PLAN REVIEWER 0 FILE PROJECT NAME: New Generator add to existing Verizon Facility ~ 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.check list below is transmitted herewith for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contactedc-• Telephone#: Date contacted: ---(Q<iJ) Email: 0 REMARKS By: Morteza Beheshti EsGil Corporation D GA • EJ • MB • PC 5/15 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 ', . ,. · Carlsbad CBC2017-0244 5/24/17 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Morteza Beheshti PLAN CHECK NO.: CBC2017-0244 DATE: 5/24/17 BUILDING ADDRESS: 2192 Palomar Airport Rd. BUILDING OCCUPANCY: B BUILDING AREA Valuation Reg. PORTION ( Sq. Ft) Multiplier Mod. New generator NA Hrly Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance --------------------- Bid . Permit Fee b Ordinance ... g y --j Plan Check Fee by Ordi~an:e ~---,;i Type of Review: D Complete Review 0 Repetitive Fee VALUE D Structural Only -;;,;l Repeats -__ ......] 0 Other 0 Hourly EsGil Fee 21 Hrs.@* ======$=1 o=o=. a:o • Based on hourly rate Comments: Electrical and structural review. ($) 2 50,oq $200.001 Sheet 1 of 1 macvalue.doc + • ,, Project: Project no.: Address: Date: RELIANT LAND SERVICES Structural Calculation VERIZON YARROW MTX54 / BSC22 2192 Palomar Airport Road Carlsbad, CA92008 03/08/2017 CBC2017-0244 2192 PALOMAR AIRPORT RD VERIZON: INSTALL BACK-UP GENERATOR AND REPLACE 140 SF STORAGE ENCLOSURE 2130201800 5/11/2017 CBC2017-0244 THESE CALCULATIONS ARE THE SOLE PROPERTY OF THIS FIRM, AND MAY NOT BE USED WITHOUT WRITTEN CONSENT. THE BUILDING OFFICIAl5 SHALL NOT ACCEPT THESE CALCULATIONS UNLESS WET STAMPED AND SIGNED BY THE ENGINEER OF RECORD. 1745 W. Orangewood Ave., Suite 103, Orange, CA 92868 Tel: (714) 685-0123 Fax: (714) 685-0125 web: www.rlsusa.com ,. Description of the project: 1. Design of CMU enclosure with wooden roof 2. Anchorage design of generator on slab on grade Design Codes: 2016 California Building Code with local amendment. Design Criteria: Seismic: Wind: Roof Generator Category II, Site D, Ss= 1.069, Sl= 0.413 Exposure C, 110 mph. DL= 15 psi LL= 20 psi Kohler 30kw with 210 GA diesel tank Soil report per CBC minimum. Bearing Pressure= 1,500 psi f' m = 1,500 psi '" • f'c = 2,500 psi fv = 60 ksi (Grade 60 reinforcing bars) Disclosure: 91.3"x42. l "x83.7" Dryweight = Full weight = 1,620 lbs 3,100 lbs Please be advised that the evaluation and recommendations made were based on minimum design loads per current building codes without full as-built plans and without on-site intrusive investigation and verifications. With this inherent limitation, the design and evaluation was done in accordance with generally accepted engineering principles and practice. The engineer of record shall be notified immediately when discrepancy occurs between the actual on-site condition and this report and/or drawings for remedial solutions. , .. 1/11 5'27/2016 Design Maps Summary Report ~lJSGS Design Maps Summary Report User-Specified Input Report Title VzW-Yarrow Fri May 27, 2016 20:03:22 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12447°N, 117.27665°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III \ :ij(;iNpllldHll.fll ;. " ?il!J.'911 ~ -~ 0 'Vi~ta Oteansid~ y -71 "' "' ~ •. '•C• Carlsbatf ·•~ ;.i~·>,, { ~ \l/ ' . Ill C)i:IJ.:in I 01. "'1T llrtp11,, _i;; , .. ~,-r"l-"'11-·• \\\ ,~, ~·~ Sen Marcos , ... ·"'-. USGS-Provided Output S5 = 1.069 g SMS = 1.146 g SM1 = 0.655 g S05 = 0.764 g S01 = 0.437 g S 1 = 0.413 g For information on how the 55 and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 'cl -,a Vl MCEl'I Response Spectrum 1.20 1.08 O.!JG 0.84 0.72 0.60 0.48 0.36 0.24 0.12 0. 00 +---1--+-+---i>---+--+--t---+--+----i 0.00 0.20 0.40 D.GO 0.90 1.00 1.20 l.40 l .60 l .80 2.00 Period, T ( sec) 'cl ,. Vl Design Response Spectrum 0.98 0.80 0.72 0.64 0.5G 0.49 0.40 0.32 0.24 O.lG 0.08 o. 00 +---+--+--+----+--+--+---1>---+--+---i 0.00 0.20 0.40 O.&O 0.BO l.00 l.20 1.40 l .60 UIO 2.00 Period, T ( sec) For PGAM, TL' CR5, and CR1 values, please view the detailed report. 2/11 http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?tem plate=m ini mal&latitude=33.12446900757162&1ongitude=-117.27664973602595&siteclass=... 1/2 Seismic Calculation for Non-Building Element Site Coordinates= 33.12447'N, 117.27665W Soil Site Class = D Risk Category = II From Spectrum Data: Seismic Design Force : SMs = 1.146 g SM1 = 0.655 g w -p - S0s = 2/3 SMs = So1 = 2/3 SM1 = Seismic Design Category= p= 2.5 aP = 1.0 1.0 z/h = 0.0 3,100 lbs generator Fp = [0.4 ap Sos WP/ (Rp/lp)] x (1+2(z/h)) = 378.94 lbs 0.764 0.437 D 1.0 Fp,MIN= 0.3 Sos Ip WP g g Fp.MAx= 1.6S0s lp Wp = 3789.44 lbs = 710.52 lbs Therefore Seismic Load Effects E : Seismic Lateral Coefficient = ASD design coefficient = Fp = 710.52 lbs E = pFP ± 0.2 Sos D = 710.52 lbs (Lateral) 0.23 0.16 ± 473.68 (Vertical) lbs .. 3/11 Antenna Wind Loads for anchroage design Basic Wind Speed = 110 mph Exposure= C Category = II Mean Roof Height (h) = Non-building Structure : 15 ft Antenna Mounting W= H = 1.0 7.0 ft ft Apply "Design Wind Loads on Other Structures" Fwlnd = q h (G c,) A, f wind = ASD factor = Final Fw (LRFD) Final Fw (ASD) = q z = velocity pressure evaluated at height z of the centroid og area of Ar = 0.00256 Kz Kzt ~ V2 (lb/ft2) Kz = 1.00 Kzt = ( 1 + K1 K2 K3)2 = 1.0 ~= 0.85 V= 110 mph qz = 26.3 psf G= 0.85 C1= 1.3 GC1= 1.105 29.1 psf 1.6 = 29.1 psf 18.2 psf 4/11 5/11 20'-7" 9'-9" V 6x8 HEADER TO CMU WALL --+-~ TS 3x3X1\ END POST t W 4x8 TRELLIS JOIST ~ 0 24" 0/C 6x8 HEADER GENERAL CONTRACTOR TO PROVIDE FL.ASHING AT (E) WALL ROOF SHEATH'G: ½" CD-X PLYWO W/Bd COMMON NAILS O 6" 0.C. B.N. & E.N. & 12" O.C. F.N. ROOF SHEATH'G NAILING TO BE INSPECTED PRIOR TO COVERING. FACE GRAIN OF PL'YWD SHALL BE PERPENDICULAR TO SUPPORTS. PL'YWD SPAN SHALL CONFORM TO TABLE 23-11-H. ROOF PLAN 20'-7" 9'-9" 1-------- i---~ ~~~--- J r-u --- 3'-6" I OFFSET 1 FTG I . U) I st 1 I 6" CONC I -SLAB w/ #4 0 12· o.c. I EA WAY OVER 2" GRAVEL I J l.R I OVER 6 MIL ~ VIS QUEEN I ITG I L __ ,__J FOUNDATION PLAN •, Title Block Line 1 6/11 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Project Title: Engineer: Project ID: Proiect Descr: Title Block Line 6 Pmted 8 IIAR 2017, 4.25PM Multiple Simple Beam Fie= C:\Users\Chris\OOCUME-1\CIYis\06-RAt,1-1\Yala\lTlago\02 • Verizon\RLS_Verizon..,2016.ec6 ENERCALC, INC.1983-2017, Build:6.17.2.28, Ver:6.17.2.28 ····· .. . . . Description : YARROW Wood Beam Design : TYP ROOF RAFTER Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 2x6, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade : No.2 Fb -Tension Fb -Compr 875 psi Fe -Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi 470 ksi Density 875 psi Fe -Perp 625 psi Ft 425 psi Eminbend -xx Applied Loads Unif Load: D = 0.0150, Lr= 0.020 k/ft, Trib= 1.330 ft Design Summary Max fb/Fb Ratio = 0.416; 1 fb : Actual : 590.92 psi at 4.000 ft in Span# 1 Fb : Allowable : 1,421.88 psi Load Comb : +D+Lr+H Max fv/FvRatio = 0.141 : 1 fv : Actual : 30.02 psi at 0.000 ft in Span# 1 Fv: Allowable: 212.50 psi Load Comb : +D+Lr+H Max Reactions (k) 0. I. l.r S W. .E Left Suppor1 0.08 0.11 Right Support 0.08 0.11 Wood Beam Design : TRELLIS JOIST Ii - Max eflecllons Downward L+Lr+S Upward L+Lr+S Live Load Defl Ratio D(O 01995) Lr(O 02660) • eon. M • 0.091 in Downward Total 0.000 in Upward Total 1053 >360 Total Defl Ratio 31.2 pcf 0.160 in 0.000 in 601 >180 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : Wood Species : Fb -Tension Fb -Compr Applied Loads 4x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations. Major Axis Bending Douglas Fir -Larch Wood Grade : No.2 875 psi Fe -Prll 600 psi Fv 170 psi Ebend-xx 875 psi Fe -Perp 625 psi Ft 425 psi Eminbend -xx Unif Load: D = 0.010, Lr= 0.020 k/ft, Trib= 2.0 ft Point: Lr= 0.20 k@ 5.50 ft 1300 ksi 470 ksi Density Design summary Max fb/Fb Ratio = fb : Actual : 0.401 ; 1 570.42 psi at 1,421.88 psi +D+Lr+H 5.500 ft in Span# 1 ~ i D(0.020j lr(0.040! i Fb : Allowable : Load Comb : Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.110: 1 23.34 psi at 212.50 psi +D+Lr+H Q I. 0.11 0.11 l.r 0.32 0.32 o .000 ft in Span # 1 Ii 11.0ft, 4x8 Max eflections Downward L +Lr+S 0.158 in Downward Total Upward L+Lr+S 0.000 in Upward Total Live Load Defl Ratio 833 >360 Total Defl Ratio 31.2 pcf ~ 0.204 in 0.000 in 646 >180 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wall ,.,, .. , Project Title: 7/11 Engineer: Proiect Descr: Project ID: PITilod 8 MIIR 2017, 4 21PM Fie= C:\Users\Chris\DOCUME-1\Chris\06-RAM-1\Yatar\JTiago\02 • Verizon\RLS_Verizon_2016.ec6 ENERCALC, INC. 1983-2017, Buil:l:6.17.228, Ver:6.17.228 I ~ • Description : 8' CMU ENCLOSURE WALL W/ OFFSET FOOTING AGAINST SEISMIC LOAD I Criteria Retained Height Wall height above soil Slope Behind Wall = Height of Soil over Toe = Water height over heel Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. 0.00 ft 8.00ft 0.00 : 1 4.00 in 0.0ft NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Surcharge loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Slidi n & Overturnin Axial Load A lied to Stem = 90.0 lbs = 120.0 lbs = 0.0 in Wall Stability Ratios Overturning = 1.93 OK Sliding = 2.67 OK Total Bearing Load = 1,738 lbs ... resultant ecc. = 13.34 in Soil Pressure@Toe 1,815 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,327 psf ACI Factored @ Heel = O psf Footing Shear @ Toe = 3.1 psi OK Footing Shear @ Heel = 4.0 psi OK Allowable 75.0 psi Sliding Cales (Vertical Component NOT Used) Lateral Sliding Force 196.5 lbs less 100% Passive Force = 281 . 3 lbs less 50 % Friction Force = 240.0 lbs Added Force Req'd 0.0 lbs OK .... for 1.5 : 1 Stability = 0.0 lbs OK Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 I Soil Data Allow Soil Bearinf 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft 30.0 psf/ft 250.0 psf/ft = 110.00 pcf 110.00 pct 0.300 Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Friction Coeff btwn Fig & Soil = Soil height to ignore for passive pressure = 0.00 in Calculations per ACI 318-14, ACI 530-11, IBC 2015, CBC 2016, ASCE 7-10 I Lateral load Applied to Stem I Adjacent Footing Load Lateral Load = 35.0 plf ... Height to Top = 8.00 ft ... Height to Bottom = 7.00 ft Wind on Exposed Stem = 20.0 psf I Stem Construction Top Stem Design Height Above Ftg Wall Material Above 'Ht' Thickness Rebar Size Rebar Spacing Rebar Placed at ft= = in = = in= = Stern OK 2.67 Masonry 8.00 # 4 16.00 Center Adjacent Footing Load = Footing Width Eccentricity = Wall to Fig CL Dist = Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio = 2nd Stern OK 0.00 Masonry 8.00 # 5 16.00 Center Design Data fb/FB + fa/Fa = 0.365 0.624 Total Force @Section Moment....Actual ~ment... .. Allowable Shear ..... Actual Shear. .... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Masonry Data fm Fye Solid Grouting ~dular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method lbs = ft-I= ft-I= psi = psi = psf = in = in= in= in= psi = psi = = = = in = = = 141.6 193.3 453.1 902.3 1,302.6 1,515.5 3.1 4.3 51 .6 51 .6 84.0 84.0 3.75 3.75 24.00 30.00 24.00 7.00 24.00 7.00 1,500 1,500 24,000 20,000 Yes Yes Yes 21.48 21.48 1.333 1.333 7.60 7.60 3 ASD 250.0 lbs 1.00 ft 0.00 in 2.00 ft Line Load 0.0 ft 0.300 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wall Project Title: Engineer: PrOject Descr: 8/11 Project ID: Pmted 8 MAR 2017, 4 2tPM Fie= C:\Users\Chris\DOCUME-1\Chris\06-RAM-1\Yatao\JTiago\02-Verizoo\RLS_Vertzon_2016.ec6 ENERCALC, INC. 1983-2017, Buik!:6.17.228, Ve<:6.17.2.28 I -• Description : 8' CMU ENCLOSURE WALL W/ OFFSET FOOTING AGAINST SEISMIC LOAD I Footing Dimensions & Strengths I Footing Design Results Toe Width = 0.20 ft ....l2L ~ Heel Width = J JO Factored Pressure = 2,327 0 psf Total Footing Width 3.50 Mu': Upward = 146 0 ft-lb Footing Thickness = 14.00 in Mu' : Downward = 17 823 ft-lb Mu: Design = 129 823 ft-lb Key Width = 0.00 in Actual 1-Way Shear = 3.07 4.01 psi Key Depth = 0.00 in Allow 1-Way Shear 75.00 75.00 psi Key Distance from Toe 0.00 ft Toe Reinforcing = # 5@ 16.00 in fc = 2,500&si Fy = 60,000 psi Heel Reinforcing #5@ 16.00 in Footing Concrete ensity = 150.00 pcf Key Reinforcing = None Spec'd Min. As% = 0.0018 Other Acceptable Sizes & Spacings Cover@Top 2.00 @Btm.= 3.00 in Toe: Not req'd, Mu< S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Summa of Overtumin & Resistin Forces & Moments ..... OVERTURNING ..... .. ... RESISTING ..... Force Distance Moment Force Distance Moment Item lbs ft ft-lb lbs ft ft-lb Heel Active Pressure = 30.6 0.39 11.9 Soil Over Heel = 0.0 2.18 0.0 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure = -33.8 0.50 -16.9 Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = 236.1 2.93 692.6 Adjacent Footing Load = 4.6 0.22 1.0 Axial Dead Load on Stem = 90.0 0.53 48.0 Added Lateral Load = 35.0 8.67 303.3 * Axial Live Load on Stem = 120.0 0.53 64.0 Load @ Stem Above Soil = 160.0 5.17 826.7 Soil Over Toe 7.3 0.10 0.7 Surcharge Over Toe Stem Weight(s) 672.0 0.53 358.4 Total 196.5 O.T.M. 1,126.1 Earth@ Stem Transitions = = Footing Weight = 612.5 1.75 1,071.9 Resisting/Overturning Ratio 1.93 Key Weight = Vertical Loads used for Soil Pressure= 1,737.9 lbs Vert. Component = Total= 1,617.9 lbs R.M.= 2,171.6 * Axial live load NOT included in total displayed1 or used for overturning resistance, but is included for soil pressure ca culation. Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wall i' Project Title: 9/11 Engineer: ProJecl Descr: Project ID: Pmted 8 W.R 2017, 4 22PM Fie= C:\Users\Chris\OOCUME:-1\Chrisl~RA,,H\Yata\JTia<J0\02 • Verizoo\RLS_Verizon_2016.ec6 ENERCALC, INC.1983-2017, Build:6.17.2.28, Ver:6.17.2.28 . : . Description : I Criteria 8' CMU ENCLOSURE WALL W/ OFFSET FOOTING AGAINST WIND LOAD I Soil Data Calculations per ACI 318-14, ACI 530-11, IBC 2015, CBC 2016, ASCE 7-10 Retained Height Wall height above soil Slope Behind Wall = Height of Soil over Toe = Water height over heel = Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. 0.00ft 8.00 ft 0.00: 1 4.00 in 0.0ft NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Slidin & Overturnin Axial Load A lied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = Wall Stability Ratios Overturning = Sliding = Total Bearing Load = .. .resultant ecc. = 90.0 lbs 120.0 lbs 0.0 in 2.06 OK 2.89 OK 1,738 lbs 12.83 in Soil Pressure@ Toe 1,701 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @Toe 2,181 psf ACI Factored @ Heel O psf Footing Shear@ Toe = 2.9 psi OK Footing Shear @ Heel 4.0 psi OK Allowable 75.0 psi Sliding Cales (Vertical Component NOT Used) Lateral Sliding Force = 181.5 lbs less 100% Passive Force 281.3 lbs less 50 % Friction Force 240.0 lbs Added Force Req'd = 0.0 lbs OK ... .for 1. 5 : 1 Stability = 0.0 lbs OK Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.600 1.000 Allow Soil Bearin£ = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 45.0 psf/ft 30.0 psf/ft 250.0 psf/ft = 110.00 pct 110.00 pct 0.300 Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Friction Coeff btwn Fig & Soil = Soil height_ to ignore for passive pressure = 0.00 in I Lateral Load Applied to Stem I Adjacent Footing Load Lateral Load = 36.0 pit ... Height to Top = 8.00 ft ... Height to Bottom 7.00 ft 18.0 psf Wind on Exposed Stem = I Stem Construction Top Stem Design Height Above Ftg Wall Material Above 'Ht' Thickness Rebar Size Rebar Spacing Rebar Placed at ft= = in= = in = = Stem OK 2.67 Masonry 8.00 # 4 16.00 Center Adjacent Footing Load Footing Width Eccentricity Wall to Fig CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 2nd Stem OK 0.00 Masonry 8.00 # 5 16.00 Center Design Data ---------- fb/FB + fa/Fa Total Force@ Section Moment....Actual Moment ..... Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Rebar Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Masonry Data fm Fye Solid Grouting Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method = lbs = ft-I= ft-I= psi= psi= psf = in = in = in= in= psi = psi= = = = in= = = 0.347 0.587 131.9 178.3 429.6 845.8 1,302.6 1,515.5 2.9 4.0 51.6 51.6 84.0 84.0 3.75 3.75 24.00 30.00 24.00 7.00 24.00 7.00 1,500 1,500 24,000 20,000 Yes Yes Yes 21.48 21.48 1.333 1.333 7.60 7.60 3 ASD = 250.0 lbs = 1.00 ft = 0.00 in = 2.00 ft Line Load = 0.0 ft 0.300 '. • Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Cantilevered Retaining Wall Project Title: Engineer: ProJect Descr: 10/1 1 Project ID: Pmed 8 MAR 2017, 4 22PM Fie= C:\Users\Chris\DOCUME-1\Chris\06-RAM-1\Yatao\JTiago\02 • Verizon\RLS_Verizon.)016.ec6 ENERCALC, INC. 1983-2017, Build:6.17.228, Ver:6.17.2.28 I ' . Description : 8' CMU ENCLOSURE WALL W/ OFFSET FOOTING AGAINST WIND LOAD I Footing Dimensions & Strengths I Footing Design Results Toe Width = 0.20 ft J.2L --1:J.w_ Heel Width 3 30 Factored Pressure = 2,181 O ~sf Total Footing Width 3.50 Mu': Upward = 138 0 -lb Fooling Thickness = 14.00 in Mu' : Downward = 17 823 ft-lb Mu: Design = 121 823 ft-lb Key Width = 0.00 in Actual 1-Way Shear 2.87 4.01 psi = Key Depth = 0.00 in Allow 1-Way Shear 75.00 75.00 psi Key Distance from Toe = 0.00 ft Toe Reinforcing # 5@16.00 in re = 2,500&si Fy = 60,000 psi Heel Reinforcing = # 5@ 16.00 in Footing Concrete ensity 150.00pcf Key Reinforcing = None Spec'd Min. As% = 0.0018 Other Acceptable Sizes & Spacings Cover@Top 2.00 @Sim.= 3.00 in Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S • Fr Key: No key defined Summa of Overtumin & Resistin Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item lbs ft ft-lb Heel Active Pressure = 30.6 0.39 11.9 Surcharge over Heel = Toe Active Pressure = -33.8 0.50 -16.9 Surcharge Over Toe = Adjacent Footing Load = 4.6 0.22 1.0 Added Lateral Load = 36.0 8.67 312.0 Load @ Stem Above Soil = 144.0 5.17 744.0 Total = 181.5 O.T.M. = 1,052.1 Resisting/Overturning Ratio = 2.06 Vertical Loads used for Soil Pressure = 1,737.9 lbs Force .. ... RESISTING ..... Distance Moment lbs ft ft-lb Soil Over Heel = 0.0 2.18 0.0 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Fooling Load = 236.1 2.93 692.6 Axial Dead Load on Stem = 90.0 0.53 48.0 • Axial Live Load on Stem = 120.0 0.53 64.0 Soil Over Toe = 7.3 0.10 0.7 Surcharge Over Toe = Stem Weight(s) 672.0 0.53 358.4 Earth@ Stem Transitions = Fooling Weight = 612.5 1.75 1,071.9 Key Weight = Vert. Component = Total= 1,617.9 lbs R.M.= 2,171.6 • Axial live load NOT included in total displayed1 or used for overturning resistance, but is included for soil pressure ca,culation. Non-Bldg. Component/ Equipment Anchorage Element Description: Diesel Generator Anchorage against seismic load y I 4 ----+----3 y -~ph~J F~~~~--y I 2 PLAN YIEW PAGE: DATE: JOB No: Coefficient for anchorage = 0.23 Sos = 0.764 W P = 3100 lbs. Fph = Coeff. X WP = 713 Fpv = 0.2 Sos WP= 473.7 b1 = Length ( in ) = 91.3 b2 = Width (in)= 42.1 h = Height of C.G. (in)= 42 N = Number of anchoring legs = I xx = N ( N + 2 ) I { 12 (N -2 )} x b / = 8336 I yy = (NI 4} x b 2 2 = 1772.41 For Worst Condition Where fJ = tan -t ( I w I I xx x b 1 I b 2 ) = 24.76 The net Up-Lift at mount 2 = P t = ( 0.9 x W p -F pv ) IN -F ph ( cos 8 ) ( h ) ( b 2 12) I I yy -Fph ( sin 8) ( h) ( b 1 I 2) I I xx = The net Compression at mount 4 = P c = ( W p + F pv ) I N + F ph ( cos 8 ) ( h ) ( b 2 I 2} I I yy + Fph ( sin 8 ) ( h } ( b 1 I 2} I I xx = The net Compression at narrow face at each support ( when O = 0 ) = P c = ( W p + F pv ) 14 + F ph ( h ) ( b 2 ) 12 = 1249.1 lbs. Shear reinforcing: Use HILTI Kwik TZ 5/8" q> x 3-1 /8" Embedment per ESR-1917 Vau<Y-N = 2000 lb. with inspection Uplift reinforcing: Use HILTI Kwik TZ 5/8" <!> x 3-1/8" Embedment per ESR-1 917 Ta11<J-N = 2000 lb. with inspection Unity check: ( t!T a11 )513 + ( VNa11 )513 = 0.02 < 1.0 OK 2016 Equip.Anchor.hilti TZ.xlsx . • . T' lbs. lbs. 4 187.44 1285.06 • Business Name Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health PO Box 129261, San Diego, CA 921 12-9261 (858) 505-6700 (800) 253-9933 www sdcdeh org Business Contact Verizon Wireless-Yarrow Trista Marie Green Record ID#: DEH2~FP-213263 Plan Check #: DEH2 fr,.~ 6 &..:I vE·o APR 1 ll ,n, Telephone# P'efN _,, 9092688604 _ OF r11,-,,, Project Address City 'State 2192 Palomar Airport Rd Carlsbad CA Zip Code 92008 IAfiJ.lJIILfn)_{ ""-0 r::s 213-02 -~&r o,v,~ AO ON Applicant Applicant E-Mail Applicant Telephone # Trista Marie Green T green@motive-energy.com 9092688604 The following questions represent the facility's activities, NOT the specific project description. PART 1· EIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION· OCCUPANCY CLASSIFICATION· (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 104 • Explosive or Blasting Agents • Organic Peroxides • Water Reactives • Corrosives • Compressed Gases • Oxidizers • Cryogenics • Other Health Hazards 00 Flammable/Combustible Liquids • Pyrophorics • Highly Toxic or Toxic Materials • None of These • Flammable Solids • Unstable Reactives • Radioactives PART U: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMDI: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 613012018 1. 2. 3. 4. 5. 6. 7. 8. YES NO 00 • • 00 ll!I • • 00 • • 00 00 • 00 Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? • 00 Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). • • • CalARP Exempt CalARP Required CalARP Complete Review Date: PART IU· SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDI: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes'. the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. 1. 2. 3. 4. 5. 6. YES NO • 00 • rill • 00 • ll!I • • Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project Involve handling or disturbance of any asbestos containing materials? Will the project involve the removal of any load supporting structural member? Will 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 http://www.sdapcd.org/info/facts/permits.pdf (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.govlre/sdl for public and private schools or contact the appropriate school district. Briefly describe business activities: telecom site Briefly describe proposed project: Install a 30kw Diesel fuel, Kohler generator; 230 gallon diesel tank associated with the generator. I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. liil; Fees Acknowledged: lil Trista Green 4/1712018 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: ___________ _ EXEMPT OR NO FURTHER INFORMATION RELEASED FOR BUILDING PERMIT BUT NOT FOR RELEASED FOR OCCUPANCY REQUIRED OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCD ~~-. 01 ~-Atvo &S ~ CJ q._, (-V1f_ •lvl J 1:)\- J. Swanson \;J ,W • A stamp in this box Q.DJ¥ exempts businesses from completing or updating a Hazardous Materials Business Plan. Olher permitting requirements may still apply. DEH_HMD_P!an_Check_Ollesllonnarre v1 2 (10/2015) Printed on: 4/17/2018@ 11:21 AM