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Home My WebLink About16401 LAKESHORE DR_ 98-0000000716401 LAKESHORE DR 98-00000007 1 OF 1 Cit^�,� Krts.�! ■o y4��"��'!��'�"�� Elsinore �. PERMIT 130 South Main Street PERMIT NO: 98-00000007 DATE: 5/19/98 JOB ADDRESS . . . . . : 16401 LAKESHORE DR TENANT NBR, NAME . . . MACHADO STORAGE DESCRIPTION OF WORK . : STORAGE SHED OWNER CONTRACTOR PEBL,EY GARY OWNER PEBLEY TER A.P.# . . . . . . 379-250-036 3 SQUARE FOOTAGE . OCCUPANCY . . . . LOW HAZARD STORAGE GARAGE SQ FT . CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . 133,250 ZONE . . . . . . C-1 MiLDING PERMIT QTY UNIT CHG BASE FEE R 34.00 x 5.0000 VALUATION 1":0X1 X 5.0000 PROFESS70NAL DEV FEE PERMIT FEES BUILDING PERMIT OTHER FEES PLANNING REVIEW FEE PLAN RETENTION FEE SEISMIC OTHER PLAN CHECK FEE TOTAL CHARGES PAID 1070.00 .00 213.00 213.00 3.50 .00 28.30 .00 798.75 798.75 2113.53 1011.75 SPEC. A -L NOTES & CONDITIONS TWO 3400 SQ FT AND ONE 3450 SQ FT METAL SHED. ITEM CHARGE 895.00 170.00 5.00 DUE 1070.00 .00 3.50 28.30 .00 1101.80 Operator: JILL Date: 5/21/98 21 Receipt: 0004915 Total Payrient $1101.80 0 F' City of Lake Elsinore Building Safety Division Past in anSplauau.S plao. an the jab You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective Inspection: Approved plans must be on job at all times: Soo ffTJ Steel Reinh WW Grout 0-04 Slab Grade ELg Final Electrical ME9g Final Mechanical Inspector rw� roon rtumoino/Presa. teat P003 Pre-Gunite _ EL06 Rough Pool Electnc Pkase'Read and jnlUal: 1 1. 1 am LJaensed under the provisions of Business and ! .A., Code Section 7000 et seq. and my license is in full force. e. 2. 1. as owner of the property. or my employees w/wages as their aoie compensation will do the work and the structure Is not Intended or offered for sale. 3. 1. as owner of the property. stn exclusively contracting with licensed contractors to construct the project. 4. 1 have a certificate of consent to selMsure ora M. 1111c ate of Workers Compensation insurance or a cerUW copy thereof. S. I shall not employ any person In any manner so as to become subject to Workers Coompensatlon laws In the performance of the work for which this permit is Issued. Note: Ifyou Mould become subject to Workers Compensation after making this Certification. you must forthwith comply with such pro- visions or this permit shall be deemed revoked. 13C.1)6.1 /-, -.a,)L- . 7� l6.98 i u �. C7 . K J / C — AO a.e, WE jQNYWAbt p&_11LrN 0. L4 OTHER DEPARTMENT RELEASES DeparCrtent Approval prior to Ore building being released by Orr. City Date In cloy Plenrn LandscaDe E irteeri R.T. WHARTON & ASSOCIATES, INC. 601 S. Milliken Ave., Suite H Ontario, CA 91761 (909) 605-6865 Fax: (909) 605-6870 Friday, March 20, 1999 To: Scott Fazed-WGinsun Ku Scott Fazedas & Associates, Inc. RE: MACHADO STORAGE MAR 2 0 1998 Second response list from the Engineer of Record. 11. The attached letter, from Brian Gerber, Senior Structural Engineer, with ICBO, states that "... Dart Screws to be applicable to any shape `Z' & 'C' sections. Installation must comply with Section 2.2 & Table 1 of the subject evaluation report, with the steel members in direct contact with each ocher and with one member in direct contact with the screw head." 13. The concrete strength has been increase to f. = 4000 psi, using type 5 cement. The concrete wili need to be specialty inspected. i �1£Cis5A2� rBiZ µwr 5T6RW . Michael Dale r-20-96 02:20P ICBO EVAL SERVICE 662 696 ICBG Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials .5360 WOMMAN MILL XUALT • YNmTTIFR, ,ALIFCIRNIA 913601 'l 78 r ;561) 499.0.543 v FAX (562) 695.4644 (lt�tii� WOO OF OIREC'TORE CKOWN9 .m a.1AA/a RY. . NUd01N1 NIr�l,NAT,OAUNCC w,unrN, cxro,wrA KJG,ARL A. Cur11nM t4b M11—MNC. WAMCr9 AY,NrNaiFAT011 nNr,Al,cn.ocrc�on an" a. K*K XL 0411 NTATa ru�tw.01`AMrMitJtila n1aANAwus. neaNA .IAAq. ,l. l4laPf11. VJL cma, r:ikom ornem NA,;Yft. . WAPAMA GOW N w. YnNtIOC,L W CAO. COM MeCou- 1N"ArfiaN VN406V1EP.9a1TOHC MLMA :MAMA Mike Dale R.T. Whatton and Associates, Inc. Ontario Business Center 601 South Milliken, Suite H Ontario, California 91761 Dew Mr. bale: March 20,1998 ER -5202 Please reference this number on all correspondence rnrwaar AL Cx+,a)+F.cAu,o,awM in reply t0 your March 5, 1998, fax, ICBG ES considers the DARTS screws to be ITs-oPe. a..a applicable to any shape, including Z and C sections. Installation must comply with aw.PNO on aA► MVj4r.CAWOrr lA Section 2.2 and Table 1 of the subject evaluation report, with the steel members in direct contact with each otiir and with one member in direct contact with the screw head. O"Crs 410 ;L, We hope this letter serves your needs. nCG*AU CM a, mum RL CA -ft. Yours very truly, NOT 110P,►M F.E. StCRUARV ON D. MLM OM PA O*PRNANC1Al CFFICPN tMMD M. COtgO,, CI.A. L Senior Structural Engines BCG/ll Conlersi,n Sarvieaa Offieau: All 30 Stuncridge Mall Rout, tu;te 121) 4 F'luA,anton C.Alir: r4o 945UO • (510)'14 306C)709A CA-urKcltmn Road, Suite 000 • lodiunrlx,!m, Ind7,1n,l 462sS • (*' 171079.1671 270(1 N.E. 61)111 51roct, Suite 906. G1ad,1onr, INi,ta 6 6411 ] • ;6)6) 4SS•JJ.1(j V3001011yvd c Itrr.Td, Suit! 101 • A.nlin, Texas 797w.r4;,5 . (. I1) 794 AAA) 1111.112th Aot•esuc, N.F., St,:tu O•:!!HI • 8cllcvue. %ashmgum 98004 A W253 4S i •9541 ICBG Evaluation Service, Inc. •,1 °0" 5360 WORKMAN MILL ROAD • WHITTLER, CALIFORNIA 90601-2299 ,•� Asubsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -W02 Issued lune 1, 1996 Copyright 019961CBO Evaluation Service, Inc. Filing Category: FASTENERS—Screws (066) DARTS® BRAND SELF-DRILLING/SELF-TAPPING STEEL SCREWS COMPASS INTERNATIONAL POST OFFICE BOX 4876 ANAHEIM, CALIFORNIA 92803 1. Subject: DARTS® Brand Self-Drilling/Self-Tapptug Steel Screws Il. Description: A. General: DARTS® Brand screw fasteners are manufactured from heat-treated steel and have a coating consisting o: phosphate and/or electroplated zinc. Screws are self-drdling/self--i apping steel screws available in various nominal shank diameters ranging From 0.138 to 0.250 inch (3.51 to 6.35 mm), with nominal shank lengths vacy- ing from 7/16 to 11/4 inches (11.1 to 32 mm) with smooth or knurled shanks. The screws are available in head styles of pan, hex washer head, pancake, fiat, wafer and bugle. The screws comp!y with SAE J78 and ASTM C 954. Allowable fastener loads are as shown in Table 1. Allowable values are for a single shear connection consisting of two steel sheets of the same material type and thickness. Steel sheets must conform with ASTM A 653 SQ Grade 33 with a minimum 33,000 psi (228 MPa) yield strength for minimum uncoated thicknesses of 0.0359 inch and 0.0478 inch (0.91 mm and 1.21 mm), and Grade 50 with a minimum 50.000 psi (345 MPa) yield strength for minimum uncoated thicknesses of 0.0747 inch and 0.1046 inch (1.90 mm and 2.66 mm). B. Installation: DARTS® self-drilling/self-tapping screw fasteners are installed without predrilling holes in the receiving member of the connec- tion. Fasteners of No. 4 through No. 10 screw diameter must be installed with a screw gun having a minimum speed of 2,500 rpm, with 1,800 rpm for fasteners of No. 12 and 1/cinch screw diameter incorporating a depth - sensitive or torque -limiting nose piece. Installed fasteners must protrude through the attached members three full threads beyond the attached members. The connection is for fastening of studs to tracks, studs, truss numbers, or strap bracing cold -formed steel members complying with Section 2230, Division V, of the code. The distance from the center of a fastener to -:he edge and end of a stud or track shall not be less than three times the screwdiameter. The minimum edge and end distance from con- nections subjected to shear force in one direction only may be reduced to 1.5 times the screw diameter in the direction perpendicularto the fora. C. Identification: Fastener heads are marked with the Compass Interna- tional logo as noted in Figure 1. Each box of fasteners has a label bearing the DARTS* brand name, fastener descriptioo, head style, size, point type, length, quantity, country of origin. ICBO ES evaluation report ER -5102, and screw gun RPM recommendation as noted in Figure 2. Ill. Evidence Submitted: Report of shear and tension tests in accord- ance with AISI CF92-1; calculations and product description. Findings IV. Findings: That the DARTS® Brand Ser[ DrWfog/Self Tapping Steel Screws described in this report comply with the 1994 Uniform Building Code ', subject to the following conditions: 1. Fasteners are Installed in accordance with the manufacturer's instructions and this report. 2. Allowable shear and tension values comply with Table 1. 3. Allowable loads shall not be increased due to duration of load such as wind or earthquake forces. This report Is subject to m -examination in one year. Evaluation reporrr of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A numbers of ICBO, utilizing the code upon wkich dw report : , weed. Evaluation spar# are not to be conMaed as representing etsdmtks orany odser attributes nor specifically addressed nor as an endorsement or recommmem- dation for ase of the subject report. This report is based upon independent tests of odor technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical sla ff hae reviewed ileo rest rrsulte and/or other data, but does sol possess test facilities to make an independent verification. Tkere it no warm" by 1CB0 Evaluation Servke, Inc., express or inmplied, as to any "Finding" or other natter in the report or as to any product covered by ileo mpor t. This disclaimer includes, but is not limited lo, merrkaalebility. rap I m z • Ps" 2 of 2 ER4M= TABLE 1—ALLOWABLE SCREW LOADSI-2 Gage of material In contact with screw head Gage of material riot in Contact with Screw head GAGE THICKNESS (in) U A Is 10 STEEL CORalCTIWQ (iu) 0.0339 SAM 0A17e 0.0478 0.e50. SAM 14 14 *W47 0.070 la 0,104 Is O.10" MATERIAL fy RW) 33 33 so 50 so N•.0,, aer•w 11111011 m nlaa•am e•ad O.D, rotrr�� Ske "a 04) I.) 7Slow TaWan ahw TnWan a~ TaWan show ToWan so Taiwan #6 0.138 0902 SD K2 168 81 251 138 423 231 452 220 436 320 oe 0.145-4 0.322 SD #2.3 222 93 330 143 458 302 533 352 534 363 A10 0.190 0.384 SD #2,3 225 83 344 155 629 230 624 337 660 575 #12 0.216 0.398 SD 03 232 123 326 141 622 294 1/4 inch 0.250 829 379 884 497 0.480 SD #3 242 120 351 137 689 219 920 386 11102 591 For SG 1 inch = 25.4 mm, I lbf = 4.45 N, I psi = 6.89 kPa. ISteel members shall conform to Section 2130, A3, of the code. • 20p, 18ga--ASTM A653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. a 16 ga,14p, 12 g3—ASTM A653 Grade 50 S.Q. with a minimum of 50,000 psi yield strength. 2Aliowable screw loads aro baud on test methods provided in AISI CF 92-1,'rest Methods for Mechanically Fastened Cold -Formed Steel Connections." Safety factor 2S. ISD = Self -drill point. FIGURE 1--MARIONGS ON FASTENER BEADS to PAW No.: 73 • SM: 1MV NEX WASHIM 8VY4N I LIN%a3POINT tm: N.wt: 4s$un " fa" awe >s 1.sa Roao Nta ttttP01NT N0.: 11a0arlt7rtalN uwaawa.aralanaw FIGURE 2-4ABELING ON BOXES OF FASTENERS V, NJ. APPLICATION FOR BUILDINGPERMIT 600�_ City of Lake VALUATION CALCULATIONS 1st FLOOR SF 2nd FLOOR SF 3rd FLOOR SF GARAGE SF STORAGE _ SF DECK 6 BALCONIES _SF 4, GRADINL;, CUT CY IF/13 r` FILL CY VALUATION: 22� FEES BUILDING PERMIT $ 7 PLAN CHECK ADDITIONAL PLAN CHECK GRADING PLAN CHECK MICROFILM=rim COPIES IMPRO FEES G SCHOOL FEES PAID DATE O 1 certify that 1 have road this application and state that the above Information is correct. i agree to comply with all city OW county ordinances and state lows relating to building construction, and hereby outhorixe representatives of this to •w �"on the obove•m^ione11property for inspec• algnowr' ot�Applicont or Agent �te AGENT FOR V O CONTRACTOR 0 OWNER AGENT'S NAME AGENT'S ADDRESS STREET CITY STAT_ E ZIP 130 South Main Street ._n sinore �_,/��Gt � � APPLICATION N��D APPLICITION R/ECV DATE —EI—� L BUILDING ADDRESS TRACY eSOCR:/AGE LOT/IARCLL NAME \ MAKING ADDRESS 1 atr STATE: 21P I twea affirm t1tet l am IKWMed Vnder worNWft et ch"Nor t (c ,".0Mttte with SK1:W11 Tocol of orvuion J of theevlwe.. end Professions Cell. Will nw lie. c i1 in full lane and effect. la g LICENSE. CITY BUSINESS ANDCLASS TAXI v NAME MAILING ADDRESS CITY NATE 211 PHONE CONTRACTOR S SIGNATURE DATE NAME LICENSE I MAtIING ADDIIESS < CITY STATE ZIP (NONE ANEW LREPAIR OCC GRP./ S 1 CONST. DIVISOON: TYPE: ADDITION `.MOVE - NUMBEER OF NUMBER OF --ALTERATION _ DEMOLISH STORIES: BEDROOMS: -OTHER ZONE: HAZARD AREA? YES NO Z:SINGLEFAMILY units APARTMENTS units SPRINKLERS REQUIRED? YES NO CONDOMINIUMS units I ::TOWNHOMES units PROPOSED USE OF BUILDING: =COMMERCIAL INDUSTRIAL PRESENT USE OF BUILDING: JOB DESCRIPTION %_ � \\5' ^LJ 1 Date: 1/08198 08 Receipt:1239 00000000000000 REV DATE IM." P.O. Box 3000 31315 Chaney Street Lake ftnore, CA 92531.3000 09) 674-3146 Jushmn valley Munfelpiai ltfa/' DistfrlCt Fax (909) 674-9872 February 17,1998 Gary Pebley SLBJECT: ast Machado & Lakeshore Drive per attached drawing__ Dear Mr. Pebley: Elsinore Valley Municipal Water District has attempted to perform a fire flow test in accordance with the A.W.W.A. M17 Manual and Formulas. Due to the hydraulic strength of the existing transmission main at the above referenced project, we are unable to get the required 10 PSI drop to calculate an acc»rate test result. The actual fire flow rate is in excess of the required fire flow rate for this project which would be 1,500 GPM for two hours at 20 PSI Residual, as required by the riverside County Fire Department. Should you have any questions or need further assistance please call my office at (909) 674-5682, extension 200. Sincerely, W Wally Borch d Utility Systems Manager WB/gh X;%usc'%9ai %Vrd%fireflowW4ck machado.doc r �t �' �AtIZ Lee L'tiVlc `'� •Attarn ii E ELSINORF �s tkr�l.•, :NGr CP — 0.) /0k �97 At v=N 7 KN��T/�slJo�ft s:�IES �C.P.A(..,D. �filc� 7 199 7�� n�m�,✓ Y L+ RSLDE COUNTY i i 1 Y T>aX c JG DEPltl FIRE DEPARTMENT �V77I FAX l^M rASCr {MM) lof-n1fl VEST SAN JACINTO AVENUE • PERRIS. CALIFORNIA 92370 • (909) 940.6901 ♦tin E.nerpri,, Ciel: N,+tk. suit: t.V. Te»,;n.l.. Cw n_f1i IO 7- Z !• . ; .' � DATE: I RE: `,5 PLANNER: The Riverside County Fire Department requests an amended map with the following changes prior- to issuance of letter of conditions: Show vicinity map with 1996 or later Thomas tl _rothers List all utility companiesV�� \/�SL r �}LL 01l iTIL5 Driveway width nut shown/incorrect minimum width'. Driveway grade not shown/incorrect maximum grade 15%. Driveway surface not shown/incorrect, show asphalt or concrete. Driveway radius riot shown/incorrect. Contact Fire Depart— ment for handout. Fire Dept. turnaround not shown/incorrect. Contact Fire Department for handout. Fire Dept. turnout not shown/incorrect. Contact Fire -Department for handout. Occupancy Classification per 1994 Uniform Building Code not shown/incorrect for bldg.(s) Type construction per 1994 Uniform Building Code not shown/incorrect-for bidg.(s) _ Show square footage per floor, mezzanines and total for building, for each building shown. Label all buildings as proposed or existing. Label exist- ing building either to remain or to be removed. Floor plans, and elevations needed for bldg(s) Sltow all bits zonas, loading, unloading tones, etc. Show location and size in gallons for all above/under around. fuel tanks, waste oil, L.P.G. and Chemicai tank". (If no tanks state an plans) Riveroide Office 4080 Lemon St. 2nd FL P.O. Box 1549 FIRE PREVFXTION DIVISION Riverside, Ca. 92501 PLANNING SECTION ... .... .... ... .1- 11c .Aant; LADE ELSINORE UNIFIED SCHOOL DISTRICT 545 Chaney Street Lake Elsinore, CA 92530 (909) 674-7731 CERTIFICATE OF COMPLIANCE Monday, May 18, 1998 Type of Permit I CityOt LaFe' Elsinore Receipt # FZUG Permit # - Owner Name I Gary a ey Log # Job Sit APN # Comments velopment Storage Units uare Footage No. of units = It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: Storage Structure This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 0.00 x 10250 or $0.00 have been paid to L.E.U.S.D. for the property listed above and tMTat baht! g 'pe—RiTs—andfor Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Telephone By Joseph Busek Controller Fee collected/exempted by lina Cullors 5/18/98 Signature Notice: Pursuant to Assembly Bill 3081 (CHAP 549, STATS,1996) this will serve to notify you that the 90 -day approval period Is which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued or on which they are paid to the District(s) or to another public entity authorized to collect them on the Disrict('s)(s') behalf, whichever is earlier. Collector: Attach a copy of County or City plan check application form to District copy. Original -District 2 embossed copies - Developer RELEASE FORM City of Lake Elsinore Engineering Department To Issue a Building Permit THE OWNER/OR DEVELOPER IS REQUESTINGBUILDING PERMIT FOR CONSTRUCTION AT : _ _ & dv / / � e S /��; y p� ( site ddress) APPLICANT: �C( ADDRESS: PHONE NO: CITY PROJECT: &/�jW. � APPLICANT MUST HAVE FOLLOWING CHECKS FOR ITEMS COMPLETE BEFORE ENGINEERING DEPARTMENT WILL AUTHORIZE RELEASE TO ISSUE BUILDING PERMIT. t�(ipl �'r %h &o ---- Submit an exec a quitclaim deed a hRe uired Completed form to dedic to nderground water rights to th ty. Submit an executed lighting and land- scaping district agreement form. Approved street improvement plans. IV$ �f�e PAY APPROPRIATE SPECIAL IMPROVEMENT FEES. Pur ase Account no. Amount Drain79e Distct Feed ,fes =tl �jge tc . �'S�i+c 211-t3811)-000 !72% 6-71 Street CaDi al Improv. Fee: 210-(380l)-000 Tv 41 ate "gihder g Dept. Approval - -' Rev. 09/20/91 f / MAY -20-98 WED 9:46 AM c uxrl or _„ RI YER SIZ EIV I0 FIRE P&E JAMES X WSUGHT Dire Chief FAX NO. 9092754886 P. 2 RIVERSIDE COUNTY EIRE DEPARTMENT 210 WEST SAN JACINTO AWNUE , PERRIS, CALIFORNIA 92370 • (9093 940 -OW Gary pebble May 20, 1998 PLAN CHECK #; 98-07 SITE ADDRESS. 16401 Lakeshore Dr. Lake Elsinore Fire Department personnel have completed a review of your build- ing plana that were submitted to the Building and Safety. P/case be advised the following conditions muse be complied with and approved by the Riverside County l=ire Department before a build- ing permit can be issued: / x 1. A check or money order in the amountf 11,056.00 ayable to the Riverside County Fire Department, log number referenced on your remittance. L.,/2. The Fire Departmont is required to set a minimum fire flow for the remodel or construction of all commercial buildings using the procedure established in ordinance 54&. A fire flow of 1500 GPM for a 2 hour duration at 20 PBI residual operating pressure Aust be available before any combustible material is placed an the .job site. �. A rombination of on-site and off-site super fire hydrants (&"x4"x2 1/2"x2 112")■ will be located not lass than 23 test or more than 168 feet from any portion of the building aA measU od al no gngro_vad yahicuel ,fir teavel ways. The required fire flow stall be available from any adjacent hydrant(:) in the system. Rivereida Office 4080 Loma Se. 204 rL P.O. Sox 1349 PSI>AR P21;vmnz m DIVISION Riverside, Oa. 92301 PLANNING SEMON 909-M-4777 *Fax 909-4"-4680 %car 4691 ow -m erne ripmra MAY720-98 WED 9:46 AM R IY ;0 FIRE HE FAX N0. 9092754886 P. 3 Pago 2 4. Prior to the issuance of building permit the applicant or D2vraloper shall separately submit two copies of the water system improvement pians to the Fire Department for review and approval. Calculated velocitiea shall not exceed io feet per second. Plans shall conform to the fire hydrant types, location and spacing; system shall meet the fire flow re- quirements. Plans shall be signed and approvers by a regis- tered civil engineer and the local water company with the following certifications "I certify that the'design of the water system is in accordance with the requirements pre- scribed by the Riverside County Fire Department." THE FOLLOWING CONDITIONS MUST BE MET PRIOR TO OCCUPANCY AND APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION: Blue rotroreaflaetiva pavement markers %hall be mLunted on private strasts, public streets and driveways to indicate location of fire hydrants. Prior to installation. placement of markers must be approved by the Riverside County Fires Department. 2,. Gate entrances shall be at least two fast wider than thea width of the traffic lane(s) serving that gate. Any gate providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. Where a one-way road with a single traffic lane provides access to a gate entrance, a 40 foot turning radius shall be used. 3. Gate(%) shall be automatic or manual operated, minimum 24 feet in width. (late access shall be equipped with the Knox Co. rapid entry system. Plans shall be submitted to the Fire Department for approval prior to installation. Automat- ic/manual gate pins %hall be rated with %hear pin force, not to exceed 30 foot pounds. Automatic gates %hall be equipped with emergency backup power. Gates activated by the Knox System shall remain open until clocod by the Knox. System. (current plan check fee 4126.00, fee is subject to chonge3 A. Prior to final for occupancy the applicant shall prepare and submit to the Fire Department for approval, a site plan da%ignating required Fire Lanea% with appropriate lane paint ing and/or signs. MAY, -20-98 WED 9:47 Ali R 1 V CO FIRE P &E FAX h0, 9092754886 P. 4 PC 98-07 Page D. Install portable firm extinguishers with a minimum rating of 2A-1ODC and signage. Fire Extinguishers located in public areas shall be in rmcessod cabinets mounted 49" (inches) to center above floor level with maximum 4" (inch) projection from the wall. Contact Fire Department for proper placement of equipment prior to installation_ 6. It 1% prohibited to use/process or store any materials in this occupancy that would classify it as an "N" occupancy per Sectlon 307 of this 1994 Uniform Building Code. 7. Please contact the Fire Department for a final inspection prior is occupancy. All questions regarding the meaning of conditions shall be re- ferred to the Riverside county Fire Department Planning Division staff. RAYMOND H. REGIS Chief Fire Department Planner By Tom Ramsey v Fire/Captain Specialist FOR OFFICE USE PROJECT# C 96-1 hevision 1 ADDRESS Applicant Peblev CITY 07 LAKE ELSINORE COMMUNITY DEVELOPMENT DEPARTMENT ACKNOWLEDGMENT OF CONDITIONS it Gary Pebley e for Machado Storage (Permit Applicant's Name) Company Name at 16401 Lakeshore Dr., Lk Elsinore r ,- do (Address) ?Telephone Number) hereby state that I acknowledge the Conditions of Approval for C 96-1 Revision 1 and do hereby agree to accept and abide by all-conditionsprescribed by the City of Lake Elsinore staff, Planning Commission, and/or City Council adoption as set forth in the attachments to the approval letter dated nrtnher 15. 1997 . All conditions shall be not prior to issuance of permits or prior to the first Certificate of Occupancy, or otherwise indicated in the Conditions, subject to the approval of the Community Development Director of the City of Lake Elsinore. ?Applicant's Signature)— (Date) gna ure ae "?SAY=21-98 TRU 2:0Q FM RI's CO FIRE PGE JAMB$ M. WRIGHT Dire Chief To S r _.3 t' J � � FAX NO. 9092754886 ._... AWERSEDE COUNTY FIRE DEPARTMENT 210 WEST SAN JACMnD AVSHUJS • PnPJS. CAUFORMA 91570 . (IM) 90-6M Dates 5— 2 t Planning Dopartmant surveyor's Office Building and Safety The Rivaarsige County Fire Department hereby releases the project listed boldws Log Numbars__ u Q Address �• CHECK ONE: Final Recordation Further Development Mater got Only Shall Final Tenant Imprcystment Final Final fcr Occupancy --------------- ---- -w--.----w----w-.----w----- - --------w----ww-. CMCK ONE! fees Paid Fees Not Paid Feces Not Required It you Should have any question% regarding this matter, please do not hesitater to contact the Fire Department Planning Section staff. Alveraide Office 40811 Lacon St. 2nd FL P.O. Box 1549 Riveraids, Co. 92501 909-275-4777 wax 909-275-4885 RAVNOND H. REIT Chief Fire Degartmont Planner FIZZ rROYMMON DIUSION PIANUM SECTION OwWORIegM WO