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Home My WebLink About16401 LAKESHORE DR_ 98-00000007 16401 LAKESHORE DR 98-00000007 1 OF 1 City 0f--'--\L ke-.- Elsin ore • . �. 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 p OCCUPANCY . . . . LOW HAZARD STORAGE GARAGE SQ FT p CONSTRUCTION . . FIRE SPRNKLR . VALUATION . . . 133,250 ZONE C-1 D i BUILDING PERMIT QTY UNIT CHG ITEM CHARGE BASE FEE 895.00 4� R 34.00X 5.0000 VALUATION 170.00 1':OD X 5.0000 PROFESS70NAL DEV FEE 5.00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 1070.00 .00 1070.00 OTHER FEES PLANNING REVIEW FEE 213.00 213.00 .00 PLAN RETENTION FEE 3.50 .00 3.50 SEISMIC OTHER 28.30 .00 28.30 PLAN CHECK FEE 798.75 798.75 .00 TOTAL 2113.53 1011.75 1101.80 SPEC. A.L NOTES !4 CONDITIONS TWO .3'400 SQ FT AND ONE 3450 SQ FT METAL SHED. Operator: JILL Date: 5/21/98 21 Receipt: OM915 Total Payrient $1101.80 ' City of Lake Elsinore a � Pkase'Read andJnlUal: I Building Safety Division 1. 1 am licensed under the provisions of Business and Post in caispi�B py l Code Section 70DO et seq.and my licenee is In full force. ""��T' 2. 1.as owner of the property.or my empkyees w/wages as dwr acre compensation will do the work and the structure Is not Intended or on the jab offered for sale. 3.I.as owner oftheproperty.amexclusivelycontractingwlthlimsed You must furnish PERMIT NUMBERtractorconstructthe and the JOB ADDRESS for each 4.I have a certiAcateofconsent to sselfinsure orn catlNcate of Workers respw ive Inspection: Compensation insurance or a certified copy thereof. Approved plans must be on job 5.I shall not employ any person in any manner soasto become subject at all times: to Workers Coompensatlon Irws In the performance of the work for which this permit Is fumed. Note: If you 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. CodeApprovals Date Ina tvr ,2 ELOt Tarrip Else Services (— Itiot Sail Pipe Under9mund CDC,, ii =�. k . 70 1� C�✓C�P.t��' ELOZ Conduit tinder ounce 6P01 Footinp ' ^�� BPtf? Steel ReinforcementCJ'7 /� � � � C,iG BPo3 Grout ,gA O,4ee,1Q u H �✓ 0PO4 Slab Grade / J ,OjtwR r[ �C — PLOt Under wound Water Pi (7 �e I'T SSOI Ro br System su►o, on site Sewer 7-1 '7 "YWAILL AWL r' BLlX,Flaor Sheathill; AL 7- Pad Falmi -- o .�-r- Roof&Mlililing_ �� h/ '-4S 04 Ro&Electric-Wiring 1/S ELO5 Rough Electric-T•Ber MF.01 Roulth Mechanical ME02 Ducts Verifilating- Rouch Roafnains Framing A Hashing insulation BP13 tl Nsili •�' C f3Ptt Lahti 8 Sidi PL99 Final Plumbing EL99 Final Electrical ME99 Final Mectisnial Bfm99 Final Building -� --- Code Pool&Spa Approvals Date Inspector OTHER DEPARTMENT RELEASES POOL Pool Steel Hein./Forms Depeirbtient Approval regwod prior 10 Ora buddn9 beetg released by Ore Citi POOL Pool Plumbing/Press.ess.teat P003 Pro-Gunite ELo6 Rough Pool Electric Date In etor Sub List Approval Plennirill P004 POOI Fend Access n r P009 Firal PoovS E irteeri A � OQ�kpGESS/pNq ALD T,W TOM R.T.WHARTON&ASSOCIATES,INC. 601 S.Milliken Ave.,Suite H No. 23 m Ontario,CA 91761 -31-00 (909)605-6865 Fax:(909)605-6870 q I CIVIL F'pF C A0p� Friday,March 20,1998 BAR 2 0 1998 To:Scott Fazed WGinsun Ku Scott Fazedas&Associates,Inc. RE:MACHADO STORAGE 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 other 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£C�S5A2� r8� ►�'�wr SURW . Thank You, Michael Dale f1ar-20-96 02:20P ICBO EVAL SERVICE 562 695 4694 P.02 ICBO Evaluation Service, Inc. A subsidiary corporation of rho International Conference of Building Officials S3601NOMMAN MILL KUALT • Vmrr-TIrR,,ALIFClKN1A 90601 'l 78 :SM 499•0.543 •FAX(562)695.46ie4 woo OFDMGTQFM ow4.A1w March 20, 1998 ,tor a.tftA AL •rur p`M1 r1reRMAT.a..�ta,sutMlx cPewt>Htsa►+:taA1s vAunrM,cxroreAA KOWL A.CUMA-A t1b. htK.bnC.aYNY= rant t tr Mike Dale ER-5202 ip"&o1Aa►P.L c.aa R.T.Wharton and Associates,Inc. Please reference this number "TMT`1 Ontario Business Center on all correspondence •� 601 South Milliken,Suite H cmN,r UZ ornem HOlUX rAPAW Ontario,California 91761 0o11 w w.ounwCM.Ms.em. Cones Ala evaw*tor-��aP vwreavee.lMTISMI:OL1AA1aA:AnAeA Dear Mr.Dale: rnowILOW•.t in reply t0 your March 5, 1993,fax,ICBO ES considers the DARTS screws to be eAN a+F.c.u,oMruA applicable to any shape,including Z and C sections.Installation must comply with arnvr.cAuvorwtA Section 2.2 and Table 1 of the subject evaluation report,with the steel members in direct contact with each otii r and with one member in direct contact with the screw head. oFFCr J010 1fMILF.L. We hope this letter serves your needs. • nCH11iSiCM m 11 uArAALCAA. Yours very truly, v'ce4WFUM,: NOT f10PrlM F.E. stcrwuny •0�D.MLMfMCM.►A O*PPWJl1C I CFFCM OAYID M pp•pO,,CI.A. � ( Senior Structural Engines BCGAI Confers S.rvie.,r AI k"; 6130 Sluncridge Mali Road,%.nte I m • Ounanh,n C.Alir:rni,.94SUO •(510)'14 j0do 704A C;rxrrgelcmn Road,Suite 000 • Iodtunrlxr!m,ln4wl462!,B • (*'171079.1671 270f1 N.E.60111 51roc1,Suite 7%A GIad,lonr,1%G4v4 n 6411 j • ;616)4SS•JJJo 03001011yvd c Road,Suit!101 • A.n1in,Texas 797w•T415 . (. 1 T)794 A71N) 1111.112th AvCtsuc,N.F.,SoAL,O•:lfH1 0 Oduvue.Washmpan 9801)4 A (4J53 4S 1.9541 i ICBO Evaluation Service, Inc. •,1 °0" 5360 WORKMAN MILL ROAD • WHIT IMR,CALIFORNIA 90601-2299 ,•� Asubsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER-W02 Copyright 019961CBO Evaluation Service,Inc. Issued June 1,1996 Filing Category:FASTENERS—Screws (066) DARTS®BRAND SELF-DRILLING/SELF-TAPPING STEEL SCREWS sensitive or torque-limiting nose piece.Installed fasteners must protrude through the attached members three full threads beyond the attached COMPASS INTERNATIONAL members.The connection is for fastening of studs to tracks,studs,truss POST OFFICE BOX 4876 numbers,or strap bracing cold-formed steel members complying with ANAHEIM,CALIFORNIA 92803 Section 2230,Division V,of the code.The distance from the center of a 1.Subject:DARTS®Bland Self-Drilling/Self-Tapptug Steel Screws 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- Il. Description: A. General: DARTS® Brand screw fasteners are nections subjected to shear force in one direction only may be reduced manufactured from heat-treated steel and have a coating consisting o! to 1.5 times the screw diameter in the direction perpendicularto the fora. phosphate and/or electroplated zinc.Screws are self-drdling/self--i apping C.klendfleadon:Fastener heads are marked with the Compass Interna- steel screws available in various nominal shank diameters ranging From tional logo as noted in Figure 1.Each box of fasteners has a label bearing 0.138 to 0.250 inch(3.51 to 6.35 mm),with nominal shank lengths vary- the DARTS* brand name, fastener description,head style,size,point ing from 7/16 to 11/4 inches(11.1 to 32 mm)with smooth or knurled type, length, quantity, country of origin. ICBO ES evaluation report shanks.The screws are available in head styles of pan,hex washer head, ER-5202,and screw gun RPM recommendation as noted in Figure 2. pancake,Bat,wafer and bugle.The screws comp!y with SAE J78 and ASTM C 954. ill.Evidence Submitted:Report of shear and tension tests in accord- Allowable fastener loads are as shown in Table 1.Allowable values are ante with AISI CF92-1;calculations and product description. for a single shear connection consisting of two steel sheets of the same Findings 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 IV. Findings: That the DARTS® Brand Set[DrWing/Self Tapping minimum uncoated thicknesses of 0.0359 inch and 0.0478 inch(0.91 Steel Screws described in this report comply with the 1"41 Uniform mm and 1.21 mm),and Grade 50 with a minimum 50,000 psi(345 MPa) Building Code',subject to the following conditions: yield strength for minimum uncoated thicknesses of 0.0747 inch and 1. Fasteners are Installed In accordance with the manufacturer's 0.1046 inch(1.90 mm and 2.66 mm). instructions and this report. B.Installation:DARTS®self-drilling/self-tapping screw fasteners are 2. Allowable shear and tension values comply with Table 1. installed without predrilling holes in the receiving member of the connec- 3. Allowable loads shall not be increased due to duration of load Eon.Fasteners of No.4 through No.10 screw diameter must be installed such as wind or earthquake forces. with a screw gun having a minimum speed of 2,500 rpm,with 1,800 rpm for fasteners of No.12 and 1/rinch screwdiameter incorporating a depth- This report Is subject to m-examination In one year. Evalaation repora of ICBO Evaluation Semite,Inc.,are issued solely to provide information to Class A members of ICRO,utilizing the code upon wkich eke report :.wised.Evaluation reportr art not to be construed as representing atsduties orany odser aflributes nor specifically addressed nor as an endorsement or mconmmen- dation for art of the subject report. This report is based upon independent tests of other technical data submitted by the applicant.The ICBO Evaluation service,Inc.,technical staf'kas reviewed tie rest results and/or other data,but does not possess test facilities to make an independent vaifrcatiom.There it no warranty by 1C110 Evaluation Service,Inc.,express or implied,as to any"Finding"or other matter in the report or as to any product covered by the report.This disclaimer includes,hat is"limited go,aunkaatability. Pap 1 of 2 •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 >9 14 A t4 10 14 14 la Is SMILCOtatECTIWQ Ile) ooss4 ooss4 OM76 aa74 txeesa 00594 aot47 otvtT 0,10,114 alas MATERIAL .fr la0 ss ss so so se Nora, arrow aad� DlaaNw Hood O.D. rotrr�� 04) 0.) T ehw Tamlan ebw Tnaian Saw Tkodan show ToWan so Taidan t1K 0.138 0302 SD K2 168 81 251 138 423 231 452 220 436 320 48 0.145-4 0.3U SD l/2,3 222 93 330 143 458 302 533 352 534 363 A10 0.190 0,384 SD A2,3 225 83 344 155 629 230 624 337 660 575 #12 0.216 0.398 SD 03 232 123 326 141 622 294 829 379 884 497 1/4 inch 0.250 0.480 SD#3 242 120 351 137 689 219 920 386 11102 591 For SG 1 inch=25.4 mm,1 lbf=4.45 N,I psi=6.89 kPa. ISteel members shall conform to Section 2230,A3,of the code. • 20 ga,18 ga--ASTM A 653 Grade 33 S.Q.with a minimum of 33,000 psi yield strength. • 16 ga,14 ga,12 ga—ASTM A 653 Grade 50 S.Q.with a minimum of 50,000 psi yield strength. 2Aliowable screw loads are baud on test methods provided in AISI CF 92-1,'rest Methods for Mechanically Fastened Cold-Formed Steel Connections."Safety factor 2.5. 3SD=Self-drill point. LETTERS Cl NOTATING COMPASS INTERNATIONAL MIR *PANCAKE WQE: 1MV NEX WAI NER SELFZRIl1JM L03POINT is. /oTr: 20 Kw-:26 tn^"' HEX WASHER HEAD aw�ltil.L"Jsi IOaOplIQOIiTt�10.; taaoet4tatattrt uwaawra�aaalanaw MODIFIED TRUSS FIGURE 1--MARIONGS ON FASTENER BEADS FIGURE 2-4ABELING ON BOXES OF FASTENERS s� ti Cityof Lake r sin ore 130 South Main Street APPLICATION FOR �_,/�� APPLICATION N BUILDING PERMIT D APPLICATION RECEIV DATE /— —� VALUATION CALCULATIONS '''�� _ �J�`'75^ /`� 1st FLOOR SF BURDINGADDRESS 4',CJ L/ L"`[ !/�f Znd FLOOR SF TRACT �/ BSOCR:/AGE 3rd FLOOR SF LOT/PARCEL GARAGE SF NAME STORAGE _ SF ` MAKING DECK 6 BALCONIES el: ADDRESS OTt1ER• atr q Az sTATE:in !• f _ 1 AHaa aHirrn—1I Urn IKaMed Vnd-v0-,$*n/at cIla/ GRADIN:; ra/ (faalllMMMIR wiM S.I. ♦ CUT CY a Drvuion J of IAa BVl-ness and Profession,Code.and nw licema is in full farce and WWI. FILL CY LICENSE 0 AND CLASS CITY BUSINESS VALUATION• $ TAXI � NAME FEES MAILING ADDRESS BUILDING PERMIT CITY STATE ZIP PHONE PLAN CHECK CONTRACTOR SIGNATURE DATE ADDITIONAL PLAN CHECK NAME LICENSED AAAR GRADING PLAN CHECK Z ADDRESS 7`5_ < CITY STATE 21► IMONE Z.NEW LREPAIR OCCGRP./ � CONST. Moommm DIVISION: TYPE: MICROFILM �` ADDITION `MOVE NUMBER OF NUMBER OF _ALTERATION _DEMOLISH STORIES: BEDROOMS: COPIES ::OTHER ZONE: �SINGLEFAMILY units HAZARD AREA? YES NO IMPRO FEES 0- SCHOOL FEES _ -APARTMENTS units CONDOMINIUMS units SPRINKLERS REQUIRED? YES NO ::TOWNHOMES units PROPOSED USE OF BUILDING: COMMERCIAL INDUSTRIAL PAID PRESENT USE OF BUILDING: DATE JOB DESCRIPTION %_A� O 1 certify that I have rood this application and state that the above Information is correct.t agree to comply with all city •nd county ordinances and state lows relating to building construction,and hereby outhorixe representatives of this ci to enter on the above•mentione roperty for inspec- t Purpa Signaiur of Applicant or Agent 0 to AGENT FOR Q CONTRACTOR Cl OWNER pate: 1/08198 U8 Receipt: OOQ29 239 AGENT'S NAME U000U000OM AGENT'S ADDRESS STREET CITY STATE E ZIP REV DATE 11•1•10 ` •Wt P.O.Box 3000 31315 Chaney Street Lake ftnore,CA 92531.3000 EISIksom valley mamtCa w twf W DfSmat F��)674-3146 674 9872 February 17, 1998 Gary Pebley 41820 Calle Cedral Temecula,CA 92592 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 accivate 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, i W Wally Borch d Utility Systems Manager WB/gh X;%usc-%Saillword%flreflowWeck machado.doc r �r �T9Z Lce L'.eiVlc E ELSINORF .r� r `1 �s tkr�l.•, •Attarn rt11i v=N :IVGr, 0, - 0.)10k �97 �C.P.A(..,D. 7 7�� n�rm�,✓ KN��T/�slJo�ft s:�IES T>aX �filc� c JG DEPltl Y L+ RSLDE COUNTY i i 1 Y FIRE DEPARTMENT �V77I FAX 00.) VEST SAN JACINTO AVENUE•PERRIS.CALIFORNIA 92570•(709)9,0690 ♦tin E.nerpri,,Cink N,+tk.suit:t.V.Temrvl..Cw o:r1i !• .; .' DATE: 14=7-Z=7 I RE: 7-5 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 Brothers List all utility companiesv' - \/�S�C` L r �}LL 01l iTIL5 r ku V� 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 not shown/incorrect. Contact Fire Depart- merit 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) I, 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) Show 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) Rivervide Office 4080 Lemon St. 2nd FL P.O. Box 1549 FIRE PREVFXTION DIVISION Riverside, Ca. 92501 PLANNING SECTION ... .... .__. 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#RUG Permit# - Owner Name I Gary a ey Log# Job Site AddressNo. ® Street a es ore rive City ILake Elsinore zip APN# - - - Tract# Lot#0 Square Footage Comments velopment Storage Units 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 $0.00 have been paid to L.E.U.S.D. for the property listed above and tM at band! g'pe—RiTs—andfor Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Telephone By Joseph Busek Controller Fee collected/exempted by lina Cullors 5/18/98 Signature Notice: Pursuant to Assembly Bill 3081 (CHAP 549,STATS,1996)this will serve to notify you that the 90-day approval period Is which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued or on which they are paid to the District(s)or to another public entity authorized to collect them on the Disrict('s)(s')behalf,whichever is earlier. Collector: Attach a copy of County or City plan check application form to District copy. Original-District 2 embossed copies- Developer ✓✓ RELEASE FORM City of Lake Elsinore Engineering Department To Issue a Building Permit THE OWNER/OR DEVELOPER IS REQUESTING A,, BUILDING PERMIT FOR CONSTRUCTION AT: //n dv/ / Ile S /7c;y � ( site ddress) APPLICANT: s5a ADDRESS: PHONE NO: CITY PROJECT: Mi APPLICANT MUST HAVE FOLLOWING CHECKS FOR ITEMS COMPLETE BEFORE ENGINEERING DEPARTMENT WILL AUTHORIZE RELEASE TO ISSUE BUILDING . PERMIT. :h &o ---- \ Submit an exec a quitclaim deed Re wired Completed form to dedic to nderground water rights to th ty. Submit an executed lighting and land- scaping district agreement form. Approved street improvement plans. pw*r 1V$ fie PAY APPROPRIATE SPECIAL IMPROVEMENT FEES. Purpose Account no. Amount Drain ge District Fee d �/� pf5� ,f� =V �¢v)5�14G�;� ��►SIR� 211-t3811)-000 1727 p� Street Ca i al Improv. Fee: 210-(3801)-000 Tv O Date 1 gi er g Degt. Approval - -' Rev. 09/20/91 f MAY720-98 WED 9:46 AM RIV CU0 FIRE P&p FAX N0, 9092754886 P. 2 c uxrr •�� ' RIVERSIDE COUNTY RlYERS! -A .. I: FIRE DEPARTMENT JAMBS M.,WSUGHT 210 WEST SAN JACINTO AWNUE • PERRIS, CALIFORNIA 92370•(909)94G• W • Dire Chief May 20, 1998 Gary pebble 411077 Enterprise Cir. #100 Temecula, Ca. 92590 PLAN CHECK #; 98-07 SITE ADDRESS. 16401. Lakeshore Dr. Lake Elsinore Fire Department personnel have completed a review of your build- ing plans that were submitted to the Building and Safety. Please be advised the following conditions muse be complied with and approved by the Riverside County Fire Department before a build- ing permit can be issued: / X 1. A check or money order in the amount f i1,056.00 ayable to the Riverside County Fire Department, log number referenced on your remittance. L.,/2. The Fire Department 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 PSI residual operating pressure must be available before any combustible material is placed an the .job site. �. A combination of on-site and off-site super fire hydrants (6••x4"x2 1/2"x2 1/2")■ will be located not lass than 23 test or more than 165 feet from any portion of the building aA measU od allann gngro_ved yahjf,. ,fir teavel ways. The required fire flow stall be available from any adjacent hydrant(S) in the system. Riverside office 4080 Loma Se. 204 FL P.O. In 1349 PIER P2livSL nz m DIVISION Riverside, Ga. 92301 PLANING SSMON 909-M-4777 *Fax 909- "-4880 parelee.rne4i�ge.� MAY720-98 WED 9:46 AMRIY ;0 FIRE HE FAX N0. 9092754886 P. 3 PC B-O7 Pago 2 4. Prior to the issuance of building permit the applicant or Developer shall separately submit two copies of the water system improvement plans to the Fire Department for review and approval. Calculated velocities 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 rotroreaflaetfva pavement markers shall 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 Fire Department. 2,. Gate entrances shall be at least two fast wider than t.hs 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. Gates 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 shall be rated with %hear pin force, not to exceed 30 foot pounds. Automatic gates shall 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 $126.00, fee is subject to change% A. Prior to final for occupancy the applicant shall prepare and submit to the Fire Department for approval, a site plan dea%ignating required Fire Laenea% with appropriate lane paint ing and/or signs. MAY720-98 WED 9:47 Ali RIV CO FIRE P&E FAX h0, 90/2754866 P. 4 PC 98-07 Page 3 Do install portable firm extinguishers with a minimum rating of 2A-1ODC and signago. 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. REOIS Chief Fire Department Planner By Tom Ramsey v Fire/Captain Specialist FOR OFFICE USE PROJECT# C 96-1 hevision 1 ADDRESS Applicant Peblev C I T Y O F LAKE ELSINORE COIOWNITY DEVELOPMENT DEPARTXW ACKNOWLEDGMENT OF CONDITIONS it Gary Pebley � for Machado Storage (Permit Applicant's Name) Company Name at 16401 Lakeshore Dr., Lk Elsinore r , -do (Address) ?Telephone —NEUEFF 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 16- 1997 i i 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) -MAY=21-98 TRU 2:09 FM RIV CO FIRE PGE FAX NO. 9092754$86 P, I u� -w«' "r • ' •4T t. C�UNTY 7 !UWRSME COUNTY A�(Vr�S ra i #.'ME DEPARTMENT JAIK0 M.WRIGHR 310 WiST SAN JACWO AVSHIJJ1- PnPJ9. CAUFORMA 92M.(IIM)90-6 Q Fire Chief ] / py Dates Tos Planning Dspartownt n - / Surveyor's Office V Building and Safety The Rivaarsige County Fire Department hereby rolwases the project listed beldws Log Numbars_ _ u Q Addreres ` u— • CHECK ONE: Final Recordation Further Development Mater got Only Shall Final Tenant Imprcystment Final Final fcr Occupancy —.-------- ------w--- rw--.----w----w-.----w-----— ------w—w----ww-. CMCK ONES fees Paid Fevers 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. RAVNOND H. RE1316 Chief Fire Department Planner by t wevoide Office 40#o Lawn St. Znd FL P.O. Box 1549 FIXt rRRVUMOV DIVISION Riveraide, Co. 92501 rLA NZO SECTION 909-275-4777 wax 909-275-4885 "�"aewregrrrgw�