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HomeMy WebLinkAbout18630 COLLIER AVE_ (4)SPECIAL INSPECTOR'S REPORT r IRV;NETESTING LABORATORY, INC. 1E MASON. IRVINE. CA 92718 714) 851.8686 (213) 630.8032 ru COASTAL VALLEY CONbTRUCT60N LABORATOPIES, INC. 73875 VENTURA BOULEVARD. SUITE 104 CALABASAS. CA 92302 818) 838.4994 HIGHLAND TESTING LABORATORY, INC. 1832 S COMMERCENTEP CIRCLE. SUITE A SAN BERNARDINO. CA 92438 COVERING WORK PERFORMED & REINFORCED CONCRETE 0 STRUCT STEEL ASSEMBI + WHICH REQUIRED APPROVAL BY 0 POST - TENSIONED CONCRETE J FIREPROOFING THE SPECIAL INSPECTOR OF REINFORCED MASONRY G OTHER 08 ADDRESS 308 NEC r V L 108 rr0 EA 1i PERIJir r+Q SLY 1000: X1? 1.449 _ lie i '17 D R+8 TR I PEGRADE.A ! REPORT 14G REQUIREMENTS= Only one permit no. reported per sheeL Identify type of work. item 8 specific area Inspected Moor, grid!ines. etc.); identify all joints when inspect;ng welds and bolts; identify accepted/rejected work by item and specific (oration; re: ^rd all job problems and D ISCUSSIONS with Contractor. Architect. EngineeretC.- record amount of material placed and samples taken; write certification of work, referencing applied code, specifications, and approvrd plans and!or shop drawings. INSP GATE if . 01 g l lzl ls1 r' l r 1 L ' '• E -- i W E 10 . rrl• = 8 ITM -- Iturp bl $pfAHl Irypstto i Dals a Fepat a Sad C_':aCV076 c4rf4 cebOn Number MWtpa U r w CIVIL ::G?;: ESE CERTITICA11,102,11 FORM City of Lake £1s i -crz - - - 130 Scuth Vain Str_ -t Late Elsinore, CA 92330 ratte: At tent- i oil: Building Ee artme: L Butterfield Engineering & Surveys, The Keith Companies P. O. Box 1049 Lake Elsinore, CA 92330 March 1. 1989 Ptn i.ots 6 & 7; MB 5/!05 _ X GFC No. Tract /SL-di•;ision /Lot No. Rough F inal Project Name: Avres Industrial Complex Project Address: Collier Avenue, Lake Elsinore Owner/ Deve.Ioper: Ayres Construction Type of Project: Industrial Center Tract Drainage Coy:= =-z•cial Gther Industrial li Yardage for Project. Ct: t _ 1 _ Earrow Fill X Exnort I hereby certify that the grading for this project is in cemDliance with the lines and grades as set forth on the City'sapprovedgradingpi-n. An deviatiors from the plan are set forth below. I furtler state that all areas exhibit positive surface f1oS, toL= I iC i:?IS Gr C1ty approved drainage devices. Description of C anges: _Z.o gzade verification based on four e"-evation shots jLgr building pad area. The pad grades on Building 2 were raised L" per the contractor, d.ue to the elij,ination of the va oprbarrier. t. . ., ;G- Butterfieldn Surveys, Coy ?any: TheKith_Cor:panies r;a -;e: Fred W we r License No.: LS 3698 Sic, atpre: . 1-25 -69 ` f , I` a e t t i 1 CKENNI ETH G. OSB©RNF x ASKICIATES GEOTECHNICAL• RKE -0 OF ROUGH GR.ADItIG Ayres industrial Cor.plex Phase Z? Collier Avenue at Chaney Stree Lake Elsinore, California C1.ent: Frank H. Ayres & ; er,rfstruction Bristcl St-.eet J . J L suite A Costa Mesa, California 92626 -9667 AttentioV: Mr. B':'uce Ayres Job No. 3840 March 2, 1989 GEOTC-CHNl "AL ENGINEERING • 17141 MURPHY AVENUE • .19VIN:, CALIFORNIA 92714 • (714)474.2001 s z TABLE OF CONTENTS F ag.P t 1 INTRODUCTION------------------------------------ FIELD TESTING AND OBSERVATIONS ----------------------- 1 LABORATORY TESTING- 2 REMARKS AND RECOMMENDATIONS Footings and Bearing-- - ---- ----------------- - - - - -- 2 Concrete Slab Construction ------------------------ 2 3 Expansion --------------------------------- 3 Soluble Sulfates------ - - -- -' --------------- Limits of Reporting------ - -- ---------- •----- - - - - -- 3 General--------' -"'- - - - - ------------------------- 3 APPENDIX Table of Test Results-------- ---- ---------- - - - - -- A MapTestLocations------------------------------ t t e Job 11o. 3840 Page 1 INTRODUCTION Th_s resort presents the results of testing and orservations made by this firm during the rough grading performed on the property located at Collier Avenue and Chaney Street in the city of Take Elsinore, California. Planned for construction is a complexs of light industrial tilt -up buildings. the structures are to be supported on conventional continuous and pad footings with si.ab -on -grade concrete floors. Reference should be made to the Geotechnical Iiivestigation as prepared by this firm on September 28, 1983. Please refer to the letter evaluating the current conditiois on the site, dated December 12, 1908. FIELD TESTING AND OBSERVATIONS As part of the clearing operation, all vegetation and debris were removed from the site. Approximately 90 lineral feet of leach line was removed to a depth ranging from 5.5 to 5.5 feet. The line was capped about five feet outside the building line as shown on the enclosed map. The grading of these building sites included the fnilowing: 1. In the area of Building 1, the existing ground was undercut to a depth of two feet and the exposed surface sca.ified and compacted to a depth of 12 inches. 2. In the area of Building 2, approximately 3 feet of old fill was removed as shown on the enclosed plans. Next, the existing ground, as projected from the area south of the bui_i.dng, was undercut to a depth of two feet and the exposed surface scarified and compacted to a depth of 12 inches. 3. The limits of rough grading extended to a minimum of five feet outside the building lines except for the eastern portion Qf Building 1 which was graded to 5 feet inside the building 'Line due to interference with an existing building. v t Page 2 Job No. 3840 The fill was placed in four to six inch lifts and compacted by means of wheelrolling with loaded 760 John Deere scrapers. The required moisture was supplied by a 1500 gallon water truck. The fill material consisted of both on -site and imported soils which are classified as silty sands. The density of the soils was deterit.ined in accordance with A.S.T.M. Test Method:- D -1556 and D -2937. The test results were compared to the maximum density as determined in accordance with A.S.T.M. Test Method D -1557. The results of the tests are presented on the attached "Table of Tess. Results" with their approximate locations shown on thv attached plot plan. LABORATORY TESTING Tests for volume change with moisture were performed on compacted soil in accordance with the UBC Test Standard 29 -2. The maximum density of the soil was determined in accordance with A.S.T.M. Test Method D -1557. The concentration of soluble sulfates in the soil was determined by A.E.T.M. Test Method D -516 Method A and is expressed as a percentage by weight of dry soil tested. REMARK =AND RECOMMENDATIONS Footings and Bearing Footings may be designed for an allowable bearing value of 1800 pounds per square foot provided they are placed to a minimum width of 12 inches and a minimum depth of 18 inches below the lowest adjacent final grade. An increase of 1/3 of the above bearing value is permissible for short duration loading. Concrete Slab Construction is recommended that concrete floor slabs 4,n areas to be covered with moisture sensitive coverings be constructed over a 6 mil plastic membrane. The plastic membrane should be properly lapped, sealed, and protected with sand. It is cautioned that concrete slabs in areas to receive ceramic tile or other crack sensitive: floor coverings must be designed and constructed to minimize hairline cracking. t t Job No. 3840 Expansion Page 3 The results of tests indicate that the soils existing on the site possess very low expansion potential. The results are as follows: As z result, no special corsruction considerations are necessary due to expansion poter.__:.l. Soluble Sulfates Tb,a results of tests show that the on -site soils possess negligible concentrations of soluble sulfates. The results of tests are as follows: Sample % Soluble Location Sulfates Building 1 O.C.46 Building 2 0.013 A soluble sulfate content less than 0.10 percent is not considered detrimental to standard concrete mixes. As a result, no special Hype concrete or construction is considered necessary for soluble sulfates for this project. Limits of Reporting This report covers the grading performed between the dates of January 2:3, 1989 through February 18, 1989. General The grading performed on this site was done in an acceptable manner and in conformance with the Geotechnical Investigation. The results of testing indicate that the fill has been compacted to at least 90 percent of maximum density. Based on test results and observations made by this firm, it is the opinion of this engineer that this project is suitable for the construction of the proposed industrial tilt -up buildings. This report is issued with the understanding that it is the responsibility of the owner or his representative to 1 Maximum Optimum Expansion, Location Density Moisture Index Building 1 127.0 10.0 19 Building 2 128.9 9.0 4 As z result, no special corsruction considerations are necessary due to expansion poter.__:.l. Soluble Sulfates Tb,a results of tests show that the on -site soils possess negligible concentrations of soluble sulfates. The results of tests are as follows: Sample % Soluble Location Sulfates Building 1 O.C.46 Building 2 0.013 A soluble sulfate content less than 0.10 percent is not considered detrimental to standard concrete mixes. As a result, no special Hype concrete or construction is considered necessary for soluble sulfates for this project. Limits of Reporting This report covers the grading performed between the dates of January 2:3, 1989 through February 18, 1989. General The grading performed on this site was done in an acceptable manner and in conformance with the Geotechnical Investigation. The results of testing indicate that the fill has been compacted to at least 90 percent of maximum density. Based on test results and observations made by this firm, it is the opinion of this engineer that this project is suitable for the construction of the proposed industrial tilt -up buildings. This report is issued with the understanding that it is the responsibility of the owner or his representative to 1 e r e Page 4 Job No. 3840 insure that the information and recommendations concained herein are called to the attention of the Project Architect and Engineer and are incorporated into the plans and see specifications an tractors carrya outtosuch cessary steps are that the recommendations. Respectfully submitted, oRNE & ASSOCIATES Gr DD : JRC : ed Itt S: a- r c01$ n CJ G. e e 1 S K E N N E T H G O S B O R N F: A S S R E O C - S U L R T E T S T A B L E O F T E S T GRADING TEST ' TYPE i'ESI' ELEVATIONS FIeE D F L DIST• FIELD STS. OFT• lAAX FIST. DENS• 1A! TO-90S NO. DATE LOCATION TEST NATLIRAI' 85.9 10.6 124.6 9.0 130.0 95 Z T B1/27/89 BLDG 1 82.9 11.6 122.5 9.0 130.0 94 2 T 1/27/89 BIM 1 83.9 8.6 120.0 3 T 1/30/89 BIDG 1 81.4 84.9 10.6 122.0 9.0 130.0 94 4 T 1/30/89 BIDG 1 81.8 82.9 1Z. Z 120.3 9.0 130.0 43 5 T 1/30/89 BIDG 1 78.7 85.9 10.1 120.2 9.0 130.0 92 6 T 1/30/89 BLDG 1 80.9 85.9 9.6 117.2 9.0 130.0 90 7 T 1/39/89 BIDG 1 79.9 FQ.9 10.1 123.2 9.0 130.0 95 8 S 1/31/89 BIDG Z 81.9 83.9 8_6 L12 .4 9.0 130.0 94 9 T 1/31/89 BIiG 180.5 82.9 7.6 125.4 9.0 130.0 96 10 S 2/01/89 BLDG 1 81.4 84.9 11.1 124.9 9.0 130.0 96 11 T 2/01/89 BIDG 1 83.2 85.9 11.5 121.3 9.0 130.0 93 12 T 2/01/83 BIDG 1 83.1 83.9 11.1 121.8 9.0 130.0 94 13 T 2/02/89 BIDS 1 83.0 84.9 12.2 120.0 9.0 130.0 92 14 T DG2/02/89 BL 1 84.2 86.5 10.1 121.4 9.0 130.0 93 15 S 2/02/89 BLDG 2 81.5 86.5 11.6 123.0 9.0 130.0 95 16 T 2/02/89 BLDG 2 81.5 561.5 11,1 119.6 9.0 230.0 92 17 T 2/02/89 BIDG 2 82.5 86.5 11.1 121.2 9.0 130.0 93 18 T 2/02,/89 BIDG 2 82.8 16.5 12.2 120.3 9.0 130.0 93 19 T 2/02/89 BLDG 2 82.5 x'4.0 12.2 118.2 9.0 130.0 91 20 T 2/02/89 BLDG 81.0 36.5 7.6 128.b 8.7 128.5 if-'O 21 T 2/07/89 BLDG 2 84.5 55.5 10. 1 125.1 8.7 128.5 97 22 T r2 /07 /89TDG 2 83.7 84.0 9.1 120.3 8.7 228.5 94 23 T 2/07/89 BLDG 2 83.0 83.0 8.1 124.E 8.7 128.5 97 24 T 2/07/89 BLDG 2 82.1 86.5 13.2 126.7 8.7 128.5 99 25 S 2/15/89 B ; DG ? 86.5 85.5 12.2 122.4 8.7 128.5 95 2 6 T 2./1:x, 2/ 89 BLDG 2 85.4 83.0 8.6 121.3 s3.7 128.5 94 27 28 T S 2/18/9 BLDG 2 2/18/89 B%DG 1 82.5 85.9 85.9 11.1 122.2 124.3 9.0 9.0 130.0 94 130.0 9 84.9 13 .2 29 T D 12/18/89 BLG 84.8 82.9 14.9 123.2 9.0 130.0 955 30 T 2/18/89 BLDG 1 82.9 JOB NO. 3840 CLIENT: AYRES LOCATION. LAKE TUBE TECHNICIAN: ELSIN L. ORE CERFOGLIO TEST TYPE CODE: S =SAND CONE, T= DRIVE xo- SCALE V 4W PAD = si3.00 2 Iq r _ 84.0 • APPRO)(iiA1ITE L"TS OF I ,Z7 'z3 PAD -85.5 . t I CILa Flu. I •.2o •26 PAD W.5 •s8 I I FRO i EXIS'nNG BUR -DING 17 I ! I _ I.C. P*MG`` g I sz I db i 3o •5 .q .13 .Ii2 II I Pori--82.9 PAD 8.9 PAD--".9 .9 a =85.9 U Pjo • I { Z. 0S old ` ` 2 I LEECH UM CAP APPROXIME LIMITS LEECH Utz AT I OF ROUW GRAS I a 1 DENSITY ?EST LOCATONi I KENNETH G. OSBORNE & ASSOCIATES COLLIER AVENUE _ _ TES T LOCATIONS 3"o 12 -27-0 1 . • ,r.e.r. Highland Testing Labortory, Inc. 1832 Commercenter Circle, Suite A San Bernadine CA 92408 7148846839 Highland Testing Labortory, Inc. 68703 Perry Rd.. Suite 10 Cathedral City. CA 92234 619/328 -2322 JAG Irvine Testing Laboratory, Inc. IS Mason. Irvine. CA 92718 714/951 -8686 213/630 -8032 REPORT OF CONCRETE TESTS Construction laboratories 6455 Nancy Ridge Drive. SlKte 200 San Diego. CA 92121 619/587 -0250 Coastal Valley Construction Laboratory 23875 Ventura Blvd.. Suite 141 Calabassas. CA 91302 818/888.4994 jt,t. 0 1 PROJECT: 2 OFFICE /WAREHOUSE BUILDINGS rnvJ.NO:— 50374 ADDRESS: 18630 COLLIER AVE, LAKE ELSINORE,CA DATE: 05/10/89 CONTRACTOR: ARCH TECT: ENGINEER: MARK DALE & ASSOCIATES LOCATION IN STRUCTURE: PN L . 21 CONCRETE SUPPLIER: SCp PLANTNO -: CORONA TICKET NO.: 63025572 . MIX NO.: 1198 TYPE OF CEMENT: II ADMIXTURE: WRDA -79 SLUMP IN.: 4 _ 5 CONCRETE TEMP.' AIR TEMP. 60 MIXING TIME- MINS.: 30 28 WATER ADDED: 0 woct,mcueusncnw LIA.. VA DATE MADE n / -,)7 /e4 DATE RECEIVED AT LAB: 04/28/89 FIELD I.D. A B C LAB I.D. 2049A 20496 2049C AGE -DAYS 7 28 28 0 0 0 DATE TESTED 05/04/89 05/25/89 05/25/89 NOM. SIZE-IN. 6X12 6X12 6X12 ACTUAL AREA 28.52 CRUSH LOAD -LBS 72000 0 0 0 0 0 COMP. STR. —P91 2525 0 0 0 0 0 H/ D CORR. FACTOR CORR. STR -psl SPEC.STR. -Psi 3000 COPIES: 3 (As requested) _ DISTRIBUTION: MARK DALE & ASSOCIATES FRANK AYERS & SONS CONSTRUCTION CITY OF LAKE ELSINORE I RV NE 11 E in1 G LABORATORY, INC. M. J. LANDON, GENERAL MANAGER e r t s a i e I RECE" ED T/rt--.N KENNETH G. OSBORNE & ASSOCIATES Ot Dept. 0f & SSW' September 22, 1989 Frank. H. Ayres & Sons Construction 355 Bristol Street Suite A Costa Mesa, Califcrnia 92626 Attention: Mr. Bruce Ayres Subject: Final Soils Report Ayres Industrial Complex Phase II Collier_ Avenue at Chaney Street Lake Elsinore, California Dear Mr. Ayres: The following presents the results of geotechnical testing and observations ;nade by this firm since the completion of rough grading for the following facilities on the subject project. 1. Sewer Trenches 2. Fire Sprinkler -Water Trenches 3. Common Trenches 4. Gas Trenches 5. Subgrade for Pavement 6. Aggregate Base for Pavement GRADING AND COMPACTION Sewer -Trenches The off -site sewer trenchez within Chaney Street and Collier Avenue were excavated to depths ranging from 8 to 16 feet. The conduits were shaded with two to three feet of 3/4 -inch crushed rock and then backfilled with on -site silty sands. The backfill soils were placed in two feet lifts, moisture conditioned with a water truck and 'nose and then compacted by means of a backhee with a sheepsfoot wheel. Job No. 3840 Page 1 GEOTECHNICAL ENGINEERING • 17141 MURPHY AVENUE • IRVINE, CALIFORNIA92714 a (714) 474 -2061 KENNETE G. OSBORNE- & E,SSOCIATES Frank Y. Ayres & Sor.s Development Page 2 The off -site lateral sewer trench extending from Collier Avenue to the job site was six feet deep and three feet wide. The trench was backfilled with 3/4-inch crushed rock up to finished grade. The on -site interior sewer trench within Buj_'ning 2 was backfilled without observatior; by this firm. The trench was reported to have been four to trine feet deep and backfilled in eight inch lifts with on -site silty sands. she lifts were reported e moisture water hose f and compacted by means 3ndoperatedibratorywacker The on -site enter',-:sr sewer trenches were three to four feet deep and two feet wide. The trenches were backfilled in site silty sands wish gravel and one foot lifts with cobble. The lifts were jetted with water and then compacted by means of a stomper-. iFire Sprinkler- Water_Trenches The trenches which contained the wdepthsiofsthreetto fire sprinkler system were excavated to depths illed in 3U inch lifts five feet. The trenches were backf with on -site silty sands, moisture conditioned with a water truck and compacted with a stomper. Common Trenches The common trenches, =which contain. cc.aduits for electric and telephone, were excavated to a dept!, of four feet and a width of two feet. One footof sand shad *-ng was placed above the conduit and the remaining portions backfilled with on -site silty sands. The silty sands were placed in three foot 3if-s, jetted with a water hose, and compacted with a stomper. Gas Trenches The gas lines were placed in trenches three feet wide and two feet deep. The trenches were backfilled with on -site silty sands in six inch lifts. The backfill soils were moisture conditioned with a water hose and compacted by means of a stomper. Subgrade for,.PGvement The silty sand subgrade soils were processed to a depth of 12 inches, moisture conditioned with a two inch water Page 2 Job No. 3840 FA IKENNETH G. OSBORNE & ASSOCIATES Page 3 Frank H. A,'reS & Sons Development ; nfans of allon water truck and compacted by aa1 and a 5 ton Dyna Fac vibrator and a Hystei Steel drum 12 to 15 roller. Base for Pavement base was placed in three inch aggregate The 3/4 -inch sub rade soils. The base was lifts above the compacted a two inch and r_ water hose and a 1500 moisture conditioned ththe compacted with a 12 to 15 ton gallon water truck ster steel drum roller. Dyna Pac vibrator and a HY TEST PROCEDURES The were used for testing the he following test procedure above described facilities: ASTM D-3556 Density Testing ASTM D.•2937 ASTM D -1557 Maximum Density California Test Method 216 The results of tests are shown on the attached " Table of te,.t R.esults . TTU(JLIMITSOF' TES.._•- t tests and trenches shown car. the plc The location of show precise test and trench plan are not intended to depict the general location of locations but are intended to tests and trenches. opinions concerning areas which were backfilled oOur p this firm are based on the assump } ion ithout observation by represented by the results of densityw that all backfill no warranty is offer-d or tests taken at random. However, should be implied as to the adequacy o£ areas not tested, OPINIOi1 OF COMPLIANCE the The results of testing indicate that thlhavefbeen subgrade soils for pavement and the utility trenches and percent of maximum density compacted to at least 90 P ercent of maximum deZtlis base for pavement to at least 9: p the recommer. ha nthe this ackiilling and in accordance X. th engineer the opinion Of than Page 3 Job No. 3840 i r r e t N t U. s KENNETH G. OSBORNE & ASSOCIATFS Frank H. Ayres & Sons Development page 4 grading described in the report are adequate nor their intended use. DWH:JRC:ed VC Job No. 3840 Respectfully submitted, MITNETH G. O: ames R. Coll GG.E. 223 Page 4 K E N N E T H G. T A. B L E O S B 0 R N E & O F T E S T SEWER A S S O C I A T E S R E S U L T S TEST TYPE TEST ELEVATIONSVATIONS F= FIELD OFT. MAX NO. DATE LA.'ATION TEST NATURAL FINAL MOIST. DENS. MOIST. DENS . MAX REMARKS 1S T 3/06/89 BLDG 2 85.5 86.5 9.1 117.0 9.0 128.9 91 RETESTS T 3/06/89 BLDG 2 85.0 85.5 13.8 119.4 9.0 128.9 93r2S 3S T 3/06/89 BIM 2 83.0 84.0 9.6 118.3 9.0 128.9 92 4S D 3/27/89 37 +100 97.0 100.0 9.1 114.9 8.5 132.7 87 SEE 13S D 3/27/89 37 +43 95.0 100.0 11.1 120.4 8.5 132.7 91 5S 6S D 3/28/87 37 +60 93.0 100.0 10.1 124.2 8.5 132.7 91 7S D 3/28/89 37 +i5 95.2 100.0 10.6 121.1 8.5 132.7 91 8S D 3/28/89 37 +90 92.0 100.0 8.6 121.4 8.5 132.7 92 D 3/28/89 38 +00 94.0 100.0 11.6 12.5 8.5 1327 9219S OS D 3/28/89 38 +25 90.0 100.0 11.1 120.8 8.5 132.7 91 11S D 3/28/89 38 +40 93.5 100.0 9.6 119.2 8.5 132.7 90 D 3/28/89 38 +52 95.5 100.0 8.6 123.8 8.5 132.7 93 CS 3SS D 3/29/89 37+05 97.0 100.0 10.1 126.6 8.5 132.7 95 4S S 3/29/89 38 +70 97.0 100.0 9.6 123.1 8.5 132.7 93 D 3/30/89 23 +05 92.0 100.0 10.1 120.9 8.5 132.7 91 05S 6S D 3/30/89 22 +80 95.0 100.0 10.6 121.5 8.5 132.7 92 7S D 3/30/89 22 +90 95.5 100.0 9.6 115.8 10.0 127.0 91 18S D 3/30/89 22 +90 96.5 100.0 9.6 118.9 10.0 127.0 91 D 3/30/89 22 +30 94.0 100.0 10.1 116.2 10.0 327.0 91 19S 0S D 3/30/89 22 +00 92.0 100.0 10.6 123.2 8.5 132.7 93 21S D 3/31/89 21 +00 96.8 100.0 11.6 12:.4 8.5 132.7 72 SEE 22S 2S D 3/31/89 21 +37 98.0 100.0 12.2 320.2 8.5 132.7 91 21S 13S D 3/31/89 21 +80 98.0 100.0 10.6 120.8 8..5 132.7 91 4S D 5/31/89 NW MIVVE 98.0 96.0 100.0 6.1 107.2 30.0 127.0 84 SEE 26S 5S D 5/31/89 NE HIVE 96.0 97.0 100.0 5.8 104.4 10.0 127.0 82 SEE 27S 6S D 6/06/89 SEWER 98.0 100.0 9.1 118.1 10.0 127.0 93 24S 47S D 6/06/89 MAIN 98.0 100.0 6.2 122.3 8.5 132.7 93 25S 28S D 6/06/89 NORTH END 98.5 100.0 8.6 116.1 10.0 127.0 91 OB NO. 3840 CLIENT: AYRES LOCATION: LAKE ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE 'TECHNICIAN: L. CERFOGLIO 1 m JOB NO. 1840 CLIENT: AYRES LOCATION: T:AKr ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE TECHNICIAN: L. CERFOGLIO, L. SHOEMAKER r 1 J p" li A it jw K E N N E T H G 0 S B 0 R N E & A S S O C I A T E S T A B L E O F T E S T R E S U L T S FIRE SPRINKLER TEST TM TEST ELEVATIONS FIELD FIELD OPr. MAX NO. DATE LOCATION TEST lQaURAL FINAL MST. DENS . MOIST. DENS . MAX RlMWZ 11FS T 5/19/89 98.0 100.0 9.1 113.1 8.5 132.7 85 SEE 4FS 2FS T 5/19/89 98.0 100.0 13.2 119.8 8.5 132.7 90 T 5/19/89 96.5 100.0 8.1 116.4 8.5 132.7 87 SEE 5FS 3FS 4FS T 5/22/89 98.0 100.0 10.1 119.1 8.5 132.7 90 RETEST US 5FS T 5/22/89 96.5 100.0 8.1 119.6 8.5 132.7 90 RETEST 3FS 6FS T 5/22/89 99.0 100.0 8.1 120.5 8.5 132.7 91 7FS1 T 8/07/89 NE/BlDG AIi 99.0 96.0 100.0 9.8 114.0 10.7 125.8 91 JOB NO. 1840 CLIENT: AYRES LOCATION: T:AKr ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE TECHNICIAN: L. CERFOGLIO, L. SHOEMAKER r 1 J p" li A it jw A K E N N E T H G. 0 S B O R N E & A S S O C I A T E S T A B L E O F T E S T R E S U L T S COMMON TRENCH JOB NO. 3840 CLIENT: AYRES LOCATION: LAKE ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE TECHNICIAN: L. CERFOGLIO t s i 0 i t ELEVATIONS HELL FAD OPT• MAX TEST TYPE TEST IOCUION TEST NATURAL FINAL MOIST. DENS. MOIST. DENS. MAX PJ2%RFS NO. DATE 2ET":S"L'S 1.,T T 6/19/89 ELECIi2IC 98.5 100.0 8.1 114.0 8.5 132.7 86 2CT T 6/19/89 ELBC'MC & 99.0 100.0 9.1 117.0 0.5 132.7 88 3CT T PHONE 6/23/89 FTFYri'RTC 98.5 lOG.0 9.6 124.3 8.5 132.7 94 1CT 4CT T 6/23/89 ELFUMC & 99.0 100.0 11.6 324.8 8.5 13e.7 94 2CT 5CP T PHONE 6/23/89 F'LE=C & 98.5 100.0 10.6 128.5 8.5 132.7 97 6CT T PHONE 6/23/89 ELICTRIC 99.0 100.0 10.6 123.5 8.5 132.7 93 JOB NO. 3840 CLIENT: AYRES LOCATION: LAKE ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE TECHNICIAN: L. CERFOGLIO t s i 0 i t OB NO. 3840 CLIENT: AYRES LOCATION: LAKE. ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE TECHNICIAN: A. PARBO w i L Ll t i K E N N E T H G 0 S B 0 A N E & A S S O C I A T E S T A .B L E O F T E S T R E S U L T S GAS TEST TYPE TEST ELEVATIONS FIELD FIELD OPT. YM NO. DATE IOCATION TEST kWURAL FINAL MOIST. DENS. FIST. DENS. MAX REMARKS 1G T 8/31/89 NW DRIVE 98.0 3.00.0 7.5 122.9 8.5 132.7 REITSM 93 2G T 8/31/89 NW DRIVE 98.6 100.0 7.8 121.4 8.5 132.7 92 3G T 8/31/89 NW MIVE 98.6 100.0 7.4 120.4 8.5 132.7 91 4G T 8/31/89 NW MIVE 98.6 100.0 6.9 121.5 8.5 132.7 92 5G T 3/31/89 SW MIVE 97.8 100.0 7.7 120.6 8.5 132.7 91 OB NO. 3840 CLIENT: AYRES LOCATION: LAKE. ELSINORE EST TYPE CODE: S =SAND CONE, T= DRIVE TUBE TECHNICIAN: A. PARBO w i L Ll t i i O S B O R N E & A S S O C I A T E S GKENNETH O F T E S T R E S U L T S TABLE SUBGRADE FIIID D OPT. MAX SELEJATIONSMIST. DENS. MAX T CATIC N TEST NA'I[Jpt,I, FILL MIST. DENS. VNO DATE gE'i'S t 100.0 6.7 119.0 8.5 132.7 90 1SG T 8/30/89 NE T-'"VE 100.0 100.0 5.5 121.2 8.5 132.7 91 SEE 7SG 2SG T 8/30/89 N SIDE DR- 00.0 100.0 4.7 115.1 8.5 132.7 86 3SG T 8/30/89 N SIDE: M. 100.0 100.0 8.1 1.15.8 10.0 127.0 91 4SG i 8/30/89S SIDE ER' 100.0 100.0 9.2 121.1 10.0 127.0 95 5SG T 8/3x/89 S SIDE ER. 100.0 100.0 6.5 122.2 8.5 132.7 92 3SG 6SG T 8/30/89 W SIDE ER. 100.0 100.0 6.0 119.3 8.5 132.7 90 7 S i T 8/30/89 N SIDE DR- 100.0 LOCATION: LAKE ELSINORE JOB TO. 3840 CLIENT: AYRES T= DRIVE TUBE TECiiNICIA_N: A. PABO EST TYPE C.ODE: S =SAND CONE, i i i t LOCATION: L OB NO. 3840 CLIENT' AYRES LAKE ELSINORE T= DRIVE TUBE TECHNICIAN: A. PARBO ZEST TYPE CODE: S =SAND CONE, 1 t f e K E N N E T H G. O S B O R N E T E S T P_ S S R E O C I S U L A T E T S S T A B L E O F BASE MAX T TYPE ELEVAtION S FINAL IdOISr. FIEID riEvS. OPT. MOIST. DENS. MAX RII4PRKS YJO. T3ATE IpCATION TEST NATURAL f2I mfs JB12B S 8/24J89 OOLLZgt W. 99.7 100.0 5.8 6.7 130.0 131.6 8.5 8.5 135.5 135.5 96 97 S 8/24/89 0011M W. 99.7 100.0 100.0 5.5 129.0 8.5 135.5 95 3B S 8/24/89 OOLLIM W. 100.0 5.7 229.1 10.8 135.5 95 S 8/29/89 CHANEY & 99.8 4B COLLIER 100.0 7.7 129.4 10.8 135.5 96 5B S 8/29/89 CHANEY S• 10u.0 7.0 128.5 10.8 135.5 95 6B S 8/29/89 CHANEY S 99.8 100.0 5.3 129.7 10.8 135.5 96 7B S 8/29/g9 C 1NEY & 99.8 ODLIZEP- 100.0 6.8 129.4 10.8 135.5 96 8B S 8/29/89 OOLLIM E. 99.8 100.0 6.1 132.3 10.8 135.5 97 S 8/29/89 ODLLIM E 99.8 100.0 7.2 133.1 8.5 139.7 95191B 0B S 8/31/89 N SIDE DR. 100.0 100.0 6.7 127.1 8.5 139.7 91 SEE 17B 11B S 8/31/89 N SIDE ER. 100.0 100.0 5.'% 134.2 8.5 139.7 96 B S 8/31/89 N SIDE M. 100.0 100.0 6i 3 132.9 8.5 139.7 95rB S 8/31/89 S SIDE ER. lOG.0 100.0 7.8 135.3 8.5 139.7 97 14B S 8/31/89S SIDE Lit,. 100.0 100.0 7.5 134.0 8.5 139.7 96 Gg S 8/31/89 E SIDE DR. 100.0 100.0 7. 139.7 95 6B S 8/31/89 E SIDE DR. 100.0 lOQ.0 X32.1 8.5 139.7 95 i1F g S 8/31/89 N SIDE Dkt. 100.0 1 LOCATION: L OB NO. 3840 CLIENT' AYRES LAKE ELSINORE T= DRIVE TUBE TECHNICIAN: A. PARBO ZEST TYPE CODE: S =SAND CONE, 1 t f e EXPLANAT -10N o„ g- 5G .. — GAS TRENCH DENSITY TEST SEWER TRENCH DENSITY TEST aG- c • COMMON TRENCH DENSITY TEST 7 FS.41. FIRESPRINKLER -WATER TRENCH DENSI) TEST.. sG SUBGRADE DENSITY TEST 7B BASE DENSITY TEST I I 18 ggs 8B • 2 '1 S is r r 22S m i 3S D C m z c m 2 19S lies 1 I 7FS _MSEXISTING IV SV ALE 77, 2C .•4CT 6CT 2 •16B 2 G6S o • • 4G 1 4 _ 1 G 20S 25S 1 T6FS f 118 Q If co I 5SG w m 1 o a b3SG 7SG 38 CT m O C n n 00 w I m 0 If ` a x a m 13B• i 2S II FS 7F I A 04SG n r 2SG • I 1 S I '12 B CA C 1 A 6 GUTTER I 7 SG •7 SB 0 A Cog ...[ I KC. M I.IG I Cn 7 FS 41FS SCALE lff = 40' 0 Uctober r7, 1989 Fir. Kevi -i Shear City of Lake Elsinore 130 S. t•:ain Streat Laze Lisinore, Ca. 92330. Fire Fcated Joint System Dear ir. Shear: V-NdMTOO 3144 VISTA ST.. LONG BEACH. CA 90803 AES: 213143 9 -914 6 • BUS- 1 8001343.8913 oly Systems of Costa r:esa, Ga. is certified to install 'i 1, emco's fire rated joint system. The system is comprised of TremcoIs Dlrmeric and Cereblanket F.S. The IG-30 number for this system is 3198. If I caz be of . &zy further service, please don't hesitate to contact me. Incerelr, Jay teuer Tr e:nco' MARC DALE ASSOCIATES Morch 10, 1989 Ayres Construction Co. 355 Bristol Street, Suite A Cost -a Mesa, CA 92626 Attn.: Doug PECEIIfEI APP, Z4 1989 Re: Footing at 4 hour wall - Building 2 Lake Elsinore To Whom It May Concern: NGINEERING ARCHIT =CTURE PLANNING Pursuant to our conversation on Thursday, Marct. 9, 1989, the revised footing (F -8) is adequate structurally. The added depth of 3' helps take out some of the eccentricity from the wall and the remaining moment, due to the eccentric loading, is removed by the #4 Z -bars at 1 foot on center. Also, the increased soil pressure due to the eccentricity is well below the allowable. If you should have any questions regarding this matter, please call me at- 720 -3987. Sincer y` Marc Dale MD:my 250 Newpc.t Center L`rive Suite 2.00 Newport 8c ach, California 92660 714/720 -?987 FAX: 714/720-9825 OkGFESS / ARC D#F V STRUCTURAL. EXPIRES 12/31/89 IN OF CAt Highland Testing Labortory, Inc. — Construction I.aborstories 1832 Commercenter Circle, Suite A 6455 Nand Ridge give, Suite 9 200 San Bernadino. CA 92408 San Diego. / 87 - 9251 sr 6 9/587 -v:30 714/894 -6839 Highland Testing Labortory, Inc. Coastal Valley Construction Laboratory 68703 Perry Rd. Suite 10 Irvine Testing Laboratory, Inc. 23875 Ventura Blvd.. Suite 104 Cathedral City. CA 92234 IS Mason. Irvine. CA 92718 Calabassas. CA 9130^_ Cathedral 714/951 -8686 2i3/630 -8032 818/888 -49M 01 E Y OF LAKE E! fiv'JNL t REPORT OF CONCRETE TESTS PROJECT: 2 OFFICE /WAREHOUSE BUILDINGS PROJ.NO.: 503":4 ADDRESS: 18630 COLLIER AVE. LAKE ELSINORE.CA DATE: 04/46/89 CONTRACTOR: ARCHITECT' ENGINEER: MARK DALE & ASSOCIATES J LOCATION IN STRUCTURE: PN L . 16 - — CONCRETE SUPPLIER: SCP PLANTNO.: CORONA TICKET NO' 63022931 MIX NO.: 1 ; 8 1 TYPE OF CEMENT: ADMIXTURE: SLUMP-11N.: 55.55 TEMP: 70 AIR TEMP: 66 AGE —DAYS WATER ADDED: MIXING TIME—PAINS-: 60 i -,u uc uwenr ov. DATE TESTED DATE MADE: n i12 o o o DATE RECEIVED ATLAS: n? 3 0 8 g FIELD I.D. 1 i I,ABI.D. 1542A 15428 1542C AGE —DAYS 7 28 28 0 DATE TESTED 04/04/89 04/25/89 04/25/89 NOM. SIZE—IN. 6X12 5X12 5X12 ACTUAL AREA 28.43 0 CRUSH LOAD --LBS 42500 0 0 0 0 COMP. STR —Pal 1495 0 0 H/D CORR. FACTOR CORK STR —psi SPEC. STR —psi 3 r1l 00 COPIES: 3 BAs reaue5 ted) DISTRIBUTION: CITY OF LAKE ELS I NORE Respecttutly Submitted, FRANK AYERS & SONS CONSTRUCTION RV I NE EST I NG LABORATORY, INC. MARK DALE & ASSOCIATES M. J. LANDON. GEWERAL MANAGER PERMIT 130 South Main Street PERMIT NO: 91- 00001135 DATE: 11/20/91 JOB ADDRESS . . . . . : 18630 COLLIER AVE DESCRIPTIO;` OF WORK . : ADD OR ALTER NON RESIDENTIAL OWNER CONTRACTOR FRANK H AYRES & SONS CONST CO OWNER A.P.# . . . . . . 377- 080 -072 6 SQUARE FOOTAGE 1332 OCCUPANCY . . . : RETAII•,RESTAURASITS,OFFICE GARAGE SQ FT . 0 CONSTRUCTION . . : TYPE V- NON RATED FIRE SPRNKLR . . VALUATION . . . : 13,320 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG BASE FEE 12.00 X 9.0000 VALUATION ELECTRICAL PERMIT QTY UNIT CHG BASE FEE 2.00 X .7500 SWITCHES / 1ST 20 9.00 X .7500 LIGHTING FIXTURES /1'T 20 MECHANICAL PERMIT QTY UNIT CHG BASE FEE 1.00 X 4.5000 VENTILATING FAN FEE SUMMARY PERMIT FEES BUILDING PERMIT ELECTRICAL PERMIT MECHANICAL PERMIT OTHER FEES PLANNING REVIEW FEE PLAN CHECK FEE TOTAL ITEM CHARGE 45.00 108.00 ITEM CHARGE 4.50 1.50 6.75 ITEM CHARGE 4.50 4.50 CHARGES PAID 153.00 00 12.75 00 9.00 00 30.60 30.60 99.45 519.45 304.80 130.05 DUE 153.00 12.75 9.00 00 0L THIS IS YOUR RECEIPT 174.1 WHEN MACHINE VALIDATED REV. DATE 11-1-90 elease Read and initial: ' City of Lake Elsinore 1. 1 am I ice. rued under the ptovlslons of Business and ProfessionalFBuildingSafetyDivisionCodeSection7000stseq. and my license is in full force. 2. I, as owner of the property, or my employees wlwages as their sole compensation will do the work and the structure is f Post in conspicuous place not intended or offered for sole. 3. I, as owner of the property, am. exclusively contracting withonthejolalicensedcontractorstoconstructthep- oject. 4. 1 have o certificate of consent to selfinsure or a certificate You must furnish PERMIT NUMBER of Workers Compensation insurance or a ce- tified copy thereof. and the JOB ADDRESS for each S. I shall not employ any person in nny manner so as to become respective ' nspection - subject to Workers Compensation Laws in the performance of the Approved plans must be on fob work for which this permit Is Issued. at all times- Note: if ycu should become subject to Workers Compensation after making this certification, you must forthwith comply with such provisions or this permit shall be deemed revoked. Code Approvals Dale Inspector ELOI Temp Elec Services PLO) Soil Pipe Underground EL02 Elec Conduit Underground SPO1 Footings BP02 Steal Reinforcement BPO3 Grout SP04 Slab Grade PLO) Underground Water Pipe SSOI Rough Septic System SWOT On Site Sewer PL03 Rough Plumbing 112-AREL03RoughElectric- Conduit ELO! Rough Electric - Wiring EL05 Rough Electric -T -Bor MEOI Rough Mechanical dA MEC2 Ducts. Ventilating PL34 Rough Gas Pipe -Test PL02 Roof Drains SP05 Floor Joists BP06 Floor Sheathing SP07 Roof Fram;ng BF08 Roof Sheathing BP09 Shear Wai; 8 Pre, Loth SPICI Frcming 8 Flashing BP'I Lathing & Siding 81`12 Insulotion BPI Drywall Nailing PL99 Final Plumbing EL" Final Electrical L ME99 Final Mechanical t4c_ BP99 Final Building 11d Code I Pool 8 Spa Approvals Date Inspector PO01 Pool Steel Rein. /Forms POD2 Pool PlumbingiPress. Test P003 Pre- Gunite P004 Pool Fencing /Access P005 Pre - Plaster EL06 Rough Pool Electric P099 Final Pool /Spa _ SL" Firol Solar Sub List Approval A f I PERMIT 130 South Main Street PERMIT NO: 91- 00001137 DATE: 11/20/91 JOB ADDRESS . . . . . : 18630 COLLIER AVE TENANT NBR, NAME . . : UNIT E DESCRIPTION OF WORK . : ADD OR ALTER NON RESIDENTIAL OWNER CONTRACTOR _ FRANK H AYRES & SONS CONST CO OWNER A.P. • 377- 080 -072 6 SQUARE FOOTAGE 2044 CCCUPANCY . . . . RETAIL,RESTAURANTS,OFFICE GARAGE SQ FT . 0 CONSTRUCTION . . . TYPE V- NON RATED FIFE SPRNKLR . . VALUATION . . . . 20,440 ZONE . . . . . . NA BUILDING PERMIT PAID DUE QTY UNIT CHG ITEM CHARGE 19.50 00 BASE FEE 45.00 19.00 X 9.0000 VALUATION 171.00 ELECTRICAL PERMIT 183.60 235.50 QTY UNIT CHG ITEM CHARGE BASE FEE 4.50 2.00 X 7500 SWITCHES / 1ST 20 1.50 9.00 X 7500 RECPT,OUTLET / 1ST 20 6.75 9.00 X 7500 LIGHTING FIXTURES /1ST 20 6.75 FEE SUMMARY PERMIT FEES BUILDING PERMIT ELECTRICAL PERMIT OTHER FEES PLANNING REVIEW FEE PLAN CHECK FEE TOTAL CHARGES PAID DUE 216.00 00 216.00 19.50 00 19.50 43.20 43.20 00 140.40 i 140.40 00 419.10 183.60 235.50 City of Lake Elsinore -- Building Safety Division Post in conspicuous place on the job You must furnish PERMIT NUMBER and the JOB ADDRESS for each respective inspection: Approved plans must be on job at all times: Code Approvals Date Inspectur ELUI Temp Elec Services Pool Plumbing /Pr3ss. Test Pre-Gun ite PLOI Foil Pipe Underground EL02 Elec Conduit Underground Rough Pool Electric Final Pocl: Spa SPOT Footings SL99 a 6P02 Steel Reinfort.ement BP03 Grou! SP04 Slab Grade PL01 Underground Water P`pe S.SCi Rough Septic System SWOI Can Site Sewer PL03 Rough Plumbing EL03 Rough Electric -Concluit EL04 gh Electric- Wiring EL05 Rouges Fiectri: -T -Bar ME01 Rough Mechanical ME02 L)UCN, Ventilating PL W Rough Gas Pipe -Test PL02 Roof Drains OP05 Floor Joists SP06 Flour Sheathing 8P07 Roof P - -ing BPOB Roof Sheathing BP09 Stieor Wall & Pre -Lath BP10 Framing & Flashing BPI1 Lathing & Siding BP12 Insulation SP13 Drywall Nailing PL99 Final Plumbing EL99 Final Electrical Z ME99 Final Mechanical BP90 Final Buiiding Please Read and Initio!: 1. I am Licensed under thlp provisions of Business and Professional Code Section 7000 st seq. and my license is In full force. 2. I, as owner of the property, or my employees w /wages as their sole compensation will do the work and the structure is not intended or offered for sale. 3. I, as owner of the property, arr, exclusively c ,)ntracting wlih licensed contractors to construct the project. I. I have a certificate of cnnsent to ielfinsure or a certificate of Workers Compensation inturance or a certified copy thoreof. S. I shall not emp'oy on) person in any manner so as to become subject to Workers Compensation Laws in the performance of the work for which this permit is issued. Note: If you should become subject to Workers Compensation after making this coni {icotion, you must forthwith comply with such provisions or this permit shall be deemed revoked. 9 Ccde P001 Pool & Spa A,tprova.s Pool Steel Rein.!Forms Dote Inspector It`002 003 Pool Plumbing /Pr3ss. Test Pre-Gun ite POOL P005 Pool Fencing /Access Pre - Ploster ELf16 P-099 Rough Pool Electric Final Pocl: Spa SL99 a Final Solar Sub List Approval I lt.• PERMIT 130 South Main Street PERMIT NO: 91- 00001139 DATE: 11/20/91 JOB ?ADD, °.'SS . . . . . : 18630 COLLIER AVE DESCRIPTION OF WORK . : ADD OR ALTER NON RESIDENTIAL OWNER CONTRACTOR FRANK H AYRES & SONS CONST CO OWNER k.P.# . . . . . . 377 - 080 -:72 6 SQUARE FOOTAGE 2044 OCCUPANCY . . . . RETAIL,RESTAURANI?S,OFFICE GARAGE SQ FT 0 CONSTRUCTION TYPE V- NON RATED FIRE SPRNKLR .- VALUATION 20,440 ZONE . . . . . . NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE iART;ES BASE FEE 45.00 19.00 X 9.0000 VALUATION 171.00 ELECTRICAL PERMIT 216.00 Q'T'Y UNIT CHG ITEM CHARGE ELECTRICAL PERMIT BASF. FEE 4.50 4.00 X 7500 SWITCHES / 1ST 20 3.00 9.00 X 7500 RECAT,OUTLET / 1ST 20 6.75 11.00 X 7500 LIGHTING FIXTURES /1ST 20 8.25 MECHANICAL PERMIT QTY UNIT CHG ITEM CHARGE a PLAN CHECK FEE BASE FEE 4.50 1.00 X 9.0000 -FAU /FURNACE /:)UCTS /VENTS 9.00 REV. DATE 11.1.90 FEE SUMMARY ^ iART;ES PAID DUE PERMIT FEES BUILDING PERMIT 216.00 00 216.00 ELECTRICAL PERMIT 22.50 00 22.50 MECHANICAL PERMIT 134-50 00 13.50 OTHER FEES PLANNING REVIEW FEE 43.20 43.20 a PLAN CHECK FEE 140.40 140.40 YOUR RE CHINE VI TOTAL 435.60 1.83.60 FTHIS 252. D:e.•rtriC REV. DATE 11.1.90 j Please Read urtd Initial: City of Lake Elsinore I 1. I am licensed under the provisions of Susineis end Professional Building Safety Division Code Section 7000 et seq. and my license is in full f.yrce. Post in conspicuous 2. 1. as owner of the property. or my em uploye} w /wages as their sole compensation will do the work and the structure isplacenotintendedorofferedforsale. 1 on the job 3. 1. as owner of the property. urn exclusively contracting with licensed contractors to construct the project. You must furnish PERMIT NUMBER and the JOB ADDRESS for eueh respective inspection: Ai) proved plans must be on job I 4. 1 have a certificate of consent to sellinsure or a certificate of Workers Compensation insurance or a certified copy thereof. 5. 1 sholl not employ any person in any manner to as to become subject to Workers Componc:rtlon Laws in the performance of the work for which this permit is lsa ed. at all times: _— J Note: If you should bucomo subject to Workers Compensation after making this certification. you must forthwith comply with such provisions or this permit sh ill be deemed reva':ed. Code Approvals Dole Inspector ELOI Temp Elc c Services PLOI Soil Pipe Underground EL02 Elec Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLOI Undergrounr+ Water Pipe Y SSOI Rough Sep' . Svstcm SWOI On Si to Sewer PL03 Rough Plumbing EL03 Rough Electric- Conduit Z „ O C EL04 Rough Electric- Wirina Z 1,1 EL05 Rough Electric -T -Bo. ME01 Rough Mechanical ME02 Ducts. Ventilating tZIN C_ PL04 Rough Gas Pipe -Test P1.02 Roof Drains BPO5 Floor Joists BP06 Floor Sheathing BP07 Roof Framing BPOB Roof Sheathing 81`09 Shear Wall & Pre -Loth BP10 Framing & Flashing n C BP11 Lathing & Siding SP12 Insulation BP13 Drywall Noil:ng PL99 Final Plumbing EL99 Final Electrical ME99 Final Mechanical Z 'l BP99 I Final Building Code Pool & Spa Approvals Dote tr. :vector PO01 Pool Steel Rein. 'Forms P002 Pact Numbing 'Press. Test P003 Pre- Gunite r P004 PoolFencing /Access P005 Pre- Plooer EL06 Rough Pool Electric P099 Final Pool /5po SL" Final Solar Sub List Approval ITY OF LAKE ELSINORE CONSTRUCT ION PERMIT' ryes •• A Applicant ,a fill in all spaces except those within heavy border limes and sign all appropriate Geclarztions t Address I Zt y! L( `?.- /! © It - Prolec ` R' UNIT NO I Assessor's Parcel Nc. _- - A - - -- - - -- .- -- / PERMIT N`t. `% TRACT N0. L01 N0. Owner's Nn;nr CCNVERSION DEMOUSN UTHER - . ,r -- , Accessory Building: -- __ Z rch7E "g• ' nESCFIPTION OF WOR't'USE OF BLDG. t 'ems 1 1 S . Main Building. _t__ --- r d A ress __--- - -- -- -- - - 7 Front Phan,, - - ' lI Conti clof'sName - - "- TIFEOFPERMiT C GRADINr; FOUND!IION STRUCTURAL a' -Rear - -- iEHANT ELELTtiICAL PLUMBING MECNl;vICAL A- __- - -- N Address ,,ingl -- -- -- _ _ C Right - G O:HEH _ }- -- _ -- -- - City I.tcenit lo. - -- -- - -- - -- p.cupznci -- -- -- PROJECT L'ESCRI: TION So Ft -- Acres S Left _ E LICENSED CjiQ7TRAC7JR CECLPR RATION ' , s `, Charter 9 (commencing -r7 Zpne - - ; T•,' , rParkM9 Rlq. /Pg'tt lfjei _ 1 hereby afhrnr that 1 a" h<ense ar,c Ctnsnucbon type J - - -- -- _ - -• - O r of D,v:s:on 3 -f the •B - w's""s and Professions Cctic, Ping. Ref. -• PC: wdt; section ooDi ValiattcnS_ ULL _ '.,^ _. - my license is in fun 'tQrce and ; Lett. Licensc No._- -- Punning Notes _ _ y - T 7- - - -_ • , .... -. `, .. Ft-' :• ice= c:r. - -- ; S License Gass - - - -- Re(rrafk5 - -:. — r - - -- -- -' -" -'- Date - -- - `r _ ON '- - yVORKERS' t.Ob ?PENSA' TvN DECL 1 I Hereby atl,tm that I have a rt:fiCatPt nt c dse,t to self -insure er a f (Section —- ranc ;! o certilietl copy thereof (Section e or sy,y V.ers• ComOenSat,On'In : - -- -- - - _- 3800. lab. C.) - Poliey pin_ - ECtrtrlled COPY is hereby tut :'sheds` set Iding Division. -- eftifled Copy is file he city 13\ - - - - - - -- J - Dare. -._ EXEMPTION FROM WORKERS' CO`v1PEi,T ATION DECLARATION ied ,Io0) or - _ FEES MECHANICAL -- FEES ACCT p GRADING FEES n,s sect :r.n nee d not u COmWe' PLUMBING I FEES ELECTRICAL _ tr 4 , cn •Ins plrmrt ,s rs <s;es. I _ _- - _- - - - - __ - -- n the pe I,rr, } leco,ne sub;-rt to 'n:' - 3xler ----- _rt_ - -_- t 'r Inv = 111 -1 ,n om Geprrator LO.5KW rJ 5 TSKW - - -_cu yards rr ip!oy an'r pe(s C., r•, ,. - Alter, Re air -__ f - r - f_ompensatror La - -, p----- -- -I - - -- _ - -- _• - -_. D.at Und2 .rsruund - Lur : a < ". - - - - - ;I -e Auto W_ ash Construction ?o z St t - Ja:e _ - _ - -- „a.0U1. b• ^.0 suu•cct c, _- -__ - -- -- - DuCt-$truetural 33603370 Pla,iG•a fee N0710E I', al.Cr mss l 'S :) - a`J, - I'E r,'atJr,r C -.de. 1' ', ru,Si aCkIlaW Preventer _ Gooki Unit _ - -- . _%,,f tin -- . -- - ynr4e:s' t.,mnensetrn Or_. ,T:nrl " „etl :evot.r :. _ -Vw - __` --- --- ^ - - -- -- - -' D -- -- 33O0.3J17 PltmilFe! S - ucn a'r +- .r :'s t' nr•r:,.r: roan h; ` -Poi; LI }tt Backtlon Irrt aUOn __ g - -- . ,Must S tem p r rorrr,a -.-e - ---- - -. E -xS C r1NiTRVCTION LENDING AGENCY crt ,', •.3 -,,_v ,r.r ;ne pe - Dryers :Gas .'a Electnc _ -_ - co- eni a+'r:m tt e: lnen :'s a - rn 3nni•.C'v. C.) - C1arltierS -- -- -- Val -OfeY' a COOIef - s o nut Is ,ssava (S cl - - Of Itr : air- +nr whrc^ - -- ISf - . -- - - - -- -- tf D nvasher Fan NV r = ztmc System & Du ^ling 0 3 1 summary t Permit Feesr.y.u. -- Fix•ure Traps ea. -0 1ti0y200 RTU _T00 000 BTU • 3 +0 . ; S a o Ov /NER BUILDER UECLARh71GN L.. F100f Dfalni -- -- ,—,__ FlxlnfCS- 7 - - . -- --- m :1• ,_riul it c ty, nr _{ t?00 t Canopy 5^ I I;rrcnr .' -1'rr ,hat i t L,' rBusrPts•..,r,t rl- - DulkiS _ •- ---lj _ _ Bt,tld ng i -- -- p, cr.un (s ,r,strurt, a :er. I n.r t. •. r,._m ,us r :ci`a r _ F!oor Sinks -- 1 rUe t L Type II uunty :.nicn requires t s;u..r _ aN,.. rrau:rrs t:,c .tnpl -an, for Suer. Crmit - - 1•xcwr.t ' - -. _ -- tn+ctun•, Prior t ` - • Gas Setvlce Ouuets • ; ~P,efngetation System l Piumt;ng S anv r r.•`yne R hce.+sert f+ u,uan• the nrnn'iO'rr. ' I J - to tue ., S:;nc•1 statcmu: ! n carnmCr,rn;y :n;. 5 ° -nan ; ooa} C. -r--- 1 ,Meter t_ up t0 200 amps _. `0 -100000 BTU r 000 BTU rose L7 :r,C- _.+ter. ( ;,C -30) C. t Inte(Cept0f5 - _ '"-- - -- --- EiC =1n ?21 S th• C .n :rcct•r tire bu;u, ;r , •c ?rotess,ons Cudel „r tY a, ne• ,,n i S :ct:rn - Meter'. OVeT 200 amps J- _ --.- - -- -- p:v,TUrn 3 , r,r the adrtetl eY• n+p•:nn. An !a 1. in a evil f P•Tfap ___ - - FBI -Fact. Bit. ICB(1 ' - -- - - tl ccam :al i - _ _,___- lhCrcfrOn, Jnn It1r t,. »rs' f•rfO.,t .unp:ClT rnr. applicant - - . t -. t.. anv anpncar•t Roof Drains - T Sub anel - -- } -- - -- - _ -- - S;st m Rel :alr'AItera' ion - - 0•r••:r $ r - -- - - nrndltY ,f n.,t inure than f v1 nun. - ^.rr, r) rl sell ^' '(ry') St •., tl •.ages as •r r s -. _ -:-7 - ans f r - - Taller S2YJ2(-- _- • - -_._ _. _ rr tr •1 r.U w d ,hr sir iCl t,rc rs not u,fenocrl nr n "frC<7 - -- _ _ _ -_ -_-. -_ --_ -_ t 15 50K "tl Tr fo me t 50 +KW Fire Ozmpers _ I1073I SMIPRes = wnr d, - - -- Pt•satf,rn, fir.. .. r: Pr, runal Cr,Rr.: Inc Cn ^cra ::r_ s S2WCf Ca - - - - v o Registers _._ ----. - -- - -•- S -J tr.r sJU: ( :- •ct :•,n n•t.., „•rt v.rr,u,trsarmprnvrs __ - -- Nb':•'T:: i10 ?3`I SN11PCtr.', r ,. M a Pro- Ill ;ra•n :, n:•. c• nCr .v,n N!clots . B•1 LiiCn,•_' Lev: our', nr t 7C pIV c , { Sewer Connection _ B1dg. Ir,tineTalOf _ -. - -- - t rT ntcr.Je <I r,r r',cred ,• - _ - - _5 ___ _ - -_. _ _ -- 360137 umm ry lPlanChe[kFetS1C • rn'; are rises `,• It.:n r,• r: yC7r ',t cc" "] c - - _ _ _ _ .._ -..- - en t 4y'" thr a in rn puven :rot is Jrl O afC01ICClOfS - - .-- -.- . Y_ -_ - -_. _ nc. Solar ( 9 15 HIP AG i5; - j 3 r, S a o vcr d,n not r• dl nr rRl- ._ - - - --.. t f1T ISL. --r I rip S•]IC. If, •,.. , I .., •rr h•,r ICn nl nnfy nr hr: hr -_ .. _ .. _ . Solar Piping SingrFaln. Res. _ • -` orove tnr the Purnnse , ,a r enTt•= con.. htultl•Fa_ttlTf3eS•___ of ll _ pr• Vc•' a.,. r „r us v,iy c,.'t a;.': 9 c •r T;. ins Co•t!: SCIA. Tank _ - -' }- - - •_ -... _.__ c Ou',n1r:: ar t -. _ u . - r, as who - n _ - _ - -. - -- - ' b.,etur %tn ours,. sees tire Dr t e.:nn 70.'••1, to Jn uv.ner br ;,r4aCr•Y SWlmmi ry Swimmin Pool /Spa _, -. - PI rr n: s nlrasinr's l u.nsc 1_•u. d"' n, aP7W n'n cis Wt. I • Cun• - .- The C' 1 r , ., anr),e.n r ntrarts 1•.r su• •, to - _ - - burins I ,r.:prnvr. r., _ v,SC t.JV, I. l an, n:. a1C :hat Water Tfe8lef -_ - -_! -+-i- - -- - "' - -- - .rjL EI_.1 ` -- . rdLl Dr 0) ::rr. 'lTr • r; lLl•r• , oir JnCC hOnln r`c Pl v.,vL'GG -. - - -- _...__ -___ - pro, „1 tire,: Wn. .r C „rr.ar :.,sa :-nn sv _ - - - -_ hte[.hamcal S - - - . B. 6 r' r: f,,. th c ea, e : Wale, $eNICC - _ i - he an: •. •r'pt unr r SC C3 :'n -, S?P!i System._ $ DEYEIOPMENiSERYICESREQUIREtdIENTS: __ _ Data . _ PlanmaA nc aur:ve - - - - Building - - if_. 3360d3I5 Dat! / •-' { Misc.— -- - _ 1,orriflQAppraedBT te .1, G r a1 I Haut ac' ibis app, cat.nn arrO 'tat, that rt,r.anW ` i n ;ren a rt• v i , -- - - - ApptoNtd BT -.G f Date fY' : r rr. a ,rCC "• n,ntp y N,th all r,ry .tnd Gn Un!`I O' r ,eprC- / _ - --- _ nfnrinaitnh :•. c,aPStrur.t., an0 nerehy aut •,+•: ter f~ — --” dntl ,fat; +. s rrl•Ihr„1 Ir, ui, •:'•7 manned hr,r.e :ty _- _--..----- __ -- -_ --- Application(ssued6T - •- - - -- Total feesDne S upJh the nr am sen :at,vr.: fi issue ntrprcll , purl,,sr• _ .Z rirla/t ^ pI I -- - - -- Ctr wee;• I unn;p ,r $ R .- i CLnar A,,nSsor Pink Applicant. Goide.nrod A, .n:nl:ngWhileBulitlaq„ Green .empurary fit! 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I IR 0 i ih I c I i I I m 01r dIm d i I I I I t i i I1 7 i r CI':.'Y OF LAKE ELSINORE BUILDING DIVISION O W N E R - B U S D E R V E R I F I C A T I 0 tJ A city or county, which is required to give notice pursuant. to Se ^tion 19830, shall attach to such notice, and, as a condition precedent to issuing a building permit, require the completion and require the return of an owner - builder verificaticn. Attention Property Owners An "owner - builder" building permit has been applied for in your name and bearing your signature. Re buildina Permit will §e .Issued until this verification is received. 1. I verscnally plan to provide the major labor and materials for construction of the proposed property improvement. Yes No 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: Name_ Address Phone ( ) Con=rac:.o:s Lic._ I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the uaaj or work: j Name - __ - -- Address Phone (714) Contractor's Lic._ 5, I will provide some of the work but I have contracted hired) the following persons to provide the work indicated: Nazrs Address Phone JITe 2f Kor } }: if additional space is i ._irea attach subcontractors list.) I hereby affirm that I have received a copy of the information set, forth in Section of the Late of California Health and Safety Code and have co ete the abov information to the bast of my personal uiowledge, compl.iar:ce wit ..his St Name: Printed or Date: Z Drivers Lic. # or Soo. Sec. t _ ? i Q.9Ce 4DoO,e tL f'V , -f c•. kti trto T£ T Cowo..:. C -vr !C- ... ELr 1 i R 6-rRoav• f4 ,9/,,149•_ b c Q rFlGZ5 FRo tf' I I I VVX i 7-16'7 3 77 f i i i i iijAir I -- — yo fY_` I IV fm } AS i lJvildlsry 63e ` I i /00 f'mp I SP.0 /.+VK GE,P Li,u i j Ii I 1 REHC,u <z t ° I I ®L - QN DIVAUNITM 2. t i -y M. WNW i w OF 1 1 r •1 :i r ity of .. r i r 1 001tru'firatt of Micruvanicu 3 x - tv o00fularle Mutat"'on Tommunft 19-cutinpment Mtpartmtnt Nuffbing U%is Ceht icate issued pietw tnt to the hequtAcments o f Section 307 o f ihp 'Th[johf>, CRuiVding Code eehti ying that at the time o6 mumee ibis sbuctuhe was in compQiance With the vahious ohdinances rt, the city hegktting bui.Vdina consbuction ch use. doh the vUowifig: l Use Classification Bldg. Permit No. Group_ Type Construction_.__ - Zone W. Owner of Building —_---_-Building address A:A Owner's Address _._ -Lot _Block _Tract_ _ City -- State- - -- Zip - -- -- Assessors Parcel No. Date By:. _ Building Official POST IN A CONSPICUOUS PLACE 1.. ^ter• .. •. Assess:,, . "dreeI No. T15 I,- , - - CpLy,7Z:Yl cs Osvntr T Name L. h I t ;_S -k )44 _ Phone ll rch:Eng. _._ _ -_- _ License N,,. Cont%tor's Name -_ -_ ---.Phone Cmy ircenitti,'JO. _ LICEN5h:D.r TRACTOR DE P.ATION he.eGy rlhm Jt I am hcr•n• _G andCr p .+v'TnnK of Char +fir 9 (commencing with SCCtln rl 7000. n! DIy,SI Of the UTill ^55 dnd Pr;,Sessions Cocle, aria my license is in tun f Cr andetr >C1. License Class — _- ---- —__ - 7— -- -- -License No.. __ - -- Date .- -- WOItr(ER5' COMPENSATI DEC ARA 1 1 he,tf,y afluln that I have a ce. iflca a Of r, nt to sClftinl LIM :,r a certificate Of Will vet T' Compensation Inst a certified COPY thereof (Section 3800, Lab. C.) PObcy Nt.. - -- - - -- -- - 'P J ` Citliiea Cnpy is hereby fur1,,t u .erilhed copy Is filed with t1• Qu I'„ Division. Dale -. -- - it. EXEMPTION FROM WORKEI(_OMPENS -ION OECLARA riON Tn,s SC,r n,n nand not Cr rnmple,C,, If !h,. oe_, .5 for Or, (5100) nr CTS)_ ! rr -;L .• :•:, r: yICCrlrly [hd! n Ihr D'. r'. r Cr tni s•. uCh :r,t hall n.,, t:l •'i,l•,y .f", r;rT.an in ,./ n:.i "•:r rso .a; <. Uec:,mn. 5ub;c:_t to Inc. t1,,.rKe•s' Corn nc,,ta r:o' La s r C 'I ID NI. YOTICE: 0,af;e• mdt.n s e an .0 51 0J r OE, `,onle Sub CCt !n lire Wurknrs' C.. mpri a; at, ml sro r. r rt,e Le",,r r. .`- ,lust f „r7h.:,th Iola ply wrt •, •.,.rn i,ros. s..,:,s perm,• stlllli. t ernlCO rr_vnked. CONS — RUCTION LENdING A6ENCV I n,••e•'y aff•rm tha; trrr• .• _ 'en ngcnc), ',`r tY,1; p2r`rrmanCc r,r the •:,., 101 v.h-c -,,, n, •t _r mli ,T Issued (Sec:,;,r, t l ender': Name r OWNER BUIL-DER LIE LARA 'ON I hereby ,,f' , , I , ': e,i, : ".• ,.r,r.tr,:r •, r.s IrenTu L,. a n: k,lln ss ut., rc,tr a, ( n r 6tsf•,rs. and Plnf• ;sl.::.al Corte: :'.ny r,.y ar C'lUnty :rrn..l• e•1:1,rC5 t CI ri s:•uit, aft,,, i 1 n' o'-, de ,i Sh :.r repa., I;•s •rrnrt l:rr, :7:. r• t.7 t ud• e IT, r cl I r r', , -,I ,ant I— Tuft Permit n 1-,e Hpnl`ri ,ter•:ur 7, it r. 1 r l q i0.1'11-1 1 •n the OronSlnr,s O' rim Cont ,ctor's ru•,•a 1C• 1 "fnlel.Crr ,h SCE!, J1 70nol o` t' SI 11 3 ,.' the f., r ' s,l(,ns COLIC) - that he; the a crern {t huClror•: .,nd tn,: has, I. :., !tu: dl.r. d ;,r•r,ptlnn. Any vrt llzu 1I Of S4c'mn 7031.5 by any a)D•Ir nt n ruby rti .c applicant to is ,.,vii penalty of mf nv,re t•'d f I rn ,f n .airs 1s5,'. fil f - 1. s .:,•:ner • ,_ pr . , r • pnnTa[,,,, :.,,I d , ••, • i .: ",r' I Cl arcs I•, n,,t rntCndr:d r > f t:: Or salt• (S!•ct nn /Q•13, Uw,; r ar r1 i r: fi. ,IUt..L <.r Clc Tt:e Cr,n raL! 's rr ' .i ,, d •.DPI u a PrJper v L., builds or i n^.r,ves heir:(. dnn ,.• t rl el' nrrsel• 11 Ills or lie, n, Cn, pOYCCS, t,r v r1 7 L',a uCL ,rrtrna urC I rltUV7Cr1 nt, r. rt rl •,• Sal,. 1 r Irv, P 7 n", ,.r I. .ver Irnt 15 s ,I t ibl•: one v. •3r .f rp, pc•. v tr r :.ncr ;;,n r fw Tire nu•:.'r 1 Ivavhn, a ..: ,e d,d rn: b -n td ur ,m- r prove ru, me pu•I r nl s,•., I I, .et „wee a• pr 'UC,:v, n ,c,v. vrly ,n.. aIng .. •h Irr-n :.. ^,.I r.nr b., C!'.rt tr, r „• 1 ,r. I.• Jr( , t (: .0n 10.7 4, Q,IS s ,.,n Prr tr•ss• "r,; Cn'l C•. The (,untr.n,,. T 1 'C , L- .L'` s , apuly to a., ,.: r,,:r rf 0,Cpc ty vin., bull ;; In I,r „G. ,n.: ,, ,1 1,1 II(Ia CtS ' r ;1rt h nlra,eCt.- ,l,ih .l C•ln' Ira Ci it, s) Lce -se PWsut 1 f ,; , ;cartnr's ,_ U: ns^ I dv,), I aril d:,a1G. that prnul nl fl e,r n.rr ,per. s.al ulSUrd r7GC SAUu,d h,• I am Cx •rapt un•fCr yc Ir r E3. GAP. C, fur th,s reason 1 hereby Certify that : r „c ,.., t , app( • at hnrl . :a that the dn„ven,tr,rin.ltlnn IS Cure Gt, I .lqr N• t' ,ril " Witt, .111 ,.ly .1110 In.Jnt,, U: rl,nanieT anrf stale lain lCla!Ir,y t_ h,,,ldv, tuns:: ur U. I, lio h,:reny .SUlatn,._ ,epre• rnla:IVC; r,• this Coy 'n t„ter „pGn ;I,C 7(C•men:lunrd Pr,)nClty forjPC,: ur. prl s. • t"r/ f_I,cl•nte r r S;, Tr CITY OF LAKE ELSINORE CONSTRUCTION PERMIT Applicant to fi11 in all spaces except t Lost: witf;in heavy border lines and sign all appropriate declarations PER i TRACT NO_ LOT NO. UNIT N0. TYPE OF CONSTRUCTION NEy'I ADD l r A#RATION. RE ",AIR CONVERSION DEMOLISH OTJtit j DESCRIPTION OF WORK /USE OF BLDG TYPE OF PERMIT _i uRAD!NG- FOUND- t!OTt- SiCUCTL'RAL TENANT ELECTRICFA _- PLUMB!NG MFChANICAL OTHER 10231 0 100,000 BTU ::1100.000 PROJECT DESCRIPTION c Ft POLd or Canopy Occupancy eConst' ion Refrigeration System Acres._ 1'aivahon S C -) PC* Remarks 1 _ PLt11fBING 77f t.ECT_RICAL I'EES Alter_ Repair - -- _ General ;r __'0 5KVJ 5- 15KvV- -- Auto Wash Construction Pole Sub Back flow Prevcnser Backflow Irri ticn_ ___. -- P•ie L!ght_____ -- _ - - - ~ - -- Cidrificrs -- - -- — - -_ Or ers :`::Gas -1 Electric -- -- - y -- - - - - --- O;shwds`1er -Fan rixillrp craps ea_ F A U. Floor_0rain5 - -- - Floor Sinks t Outlets - - -- i - „- -- - - -- - - -- -= Gas Ser41ce O..'11 IS t.- atches r:Meltr . , up to 200 amps P Trap Meter 'aver 200 am s ' -- Roof U_r.iins Soh anel t Trailer .1•Pwer - - I - - - - -; -- i ransiorrner i 15 u01CW Sewer Cap t- -- - - 50 +K1h'. +- - - Sev /er Cr nner.tion Blrlg. y - h!forn : 0. 1 HP r! 1%, • E Solar follectors I _ - Inc. Solar i-19 "15 HP L' 1: ;•15 +, Solar Pi utp 9 - -1. -- ^ -- Sing;Fam. Res. r i.._ _. _ Solar Tdnk _ fAultl•Fam. Res - SwimmingPool /Spa_ Water -- Neater - Watel Service Se ltic System Misc...__.__.___ _. .._ _ DEVEI(OPMENT SERVICES REQUIREMENTS: Tnrling Approved By Fuifding Approved By A.P. # Mein Building_ A— Accessory Building. T I Front A' R -at c Right K- - -- - S Left t ---- P!ng. Ref. = _ Parking Req. /Provided Plannin:, Notes 10231 Ef 7 cL.3r - - fir- -?t- — MECHANICAL_ FEES Bohr Ut:Ct•6 3dPr Eteei :real an - Vintilatinp - - ExhiuS1_S,lSteril E-aaorat j Conler_ -- i'93' "J System A Ducting 10231 0 100,000 BTU ::1100.000 6TU - POLd or Canopy iT%, 1 -Type II__' Refrigeration System j 0.100,000 BTU -,-I go 000 BTU f _ epllFact Bit. IC60 System Repair /Alteration 1 _ Fire Dampers -- - -- Rcilwf r3 Elel.t'Ical Incinerator j M isc. W'P, 33b03375 Planning Date Aypliatlml Issued 8 i ; - Issue } y r iDale . //_ ACC # I GRADING FEES Cct —._cu yams ild - -- -cu yards 0',511 1`1111 N3n Chef F Fee 1100 3312 Perine Fen _- iolal Fees $ -- _ -- - - 3300 33 i2 I Summary of Permit Fees z O N I w U R E Q M T S i r Ph,mb,ne. Eteei :real j -_ -ltr 3 Jv GI her 10231 WIF Re, E 110232 S',•I. Carr. 3360 -3370 Summary of Plan Check Fres Pilmhmg Elel.t'Ical Mechanl.:al W'P, 33b03375 Planning Total Fees Due z O N I w U R E Q M T S I I I - - I i - i- a I T — 4u0 r CL 76 Y1 e tg Z) cc im LLL LL CC, I I ca t 0-1 2 ui ul sc: 0 a. < 1011, >1 0 L 1.7 zc: I 00 - IT7 FYI, i LU E cr co 0> caa 11 cr C6 01 Cc Lo, lu m O Co I - 0 01 1 ( I ( I I i i I ! I I I I Imo( — I I CL z 6 z CL CO) uj O L) -01 rr > JI Z,, mo a C) ' C= a. E 00 t9 x, J f`ol ti I , I cl g`( I I I j I I I I ol0) 70 C)i m - r7; -C! cz 0 I o! Lt rY! T I ! I it 1I ( I ! I i i I ui Jill fr Lul 0-- 1; ! I i ( ! ! ! I I ! ' I i I -7 w CLLu IU Cl i I '! j I I ' III ! i ' I ! i I I 7_ LU I; LW cn 1111.;,;l LL, c:I i I I I I j I I I i I ; I 1 i 9,1 cc U) cl Ji W JI 0 6-5" c LZ co; LL U- LL T- C,r) U CO=Y OF LAKE ELS-DNCRE BUILDING DIVI ;ION Q W N E R- ,$ U T L D E R V E R I F I C A "' I O N A city or county, which is required to give notice pursuant toSection19830, shall attach to such notice, and, as a condition precedenttoissuingabuildingpermit, require the completion and require the returnofanowner-builder verification. Attention Property Owner: 4' An "owner - builder" building permit has been applied for in your nameandbearingyoursignature. ]moo buildinc permit will be issued until thisverificationisreceived. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Yes No 2. I )(- E;/v ave not) signed an application for abui(l Zing permit for the proposed work. r I hive contractad with the following person (firm) to rovide the proposed construction: Name Address Phone ( ) Cortracto_s Lic. t 4. I plan to provide portions of the work,, but I have hired the following person to coordinate, supervise, and provide the major work.: lame Address Phone (714) Contractor's Lic. 5- I will pzoviCa some of the work but I have contractedhired) the following persons,to provide the worn indicated: Nane Address Phone Type of WcrY I.f ada:.tional space is requi-red attach subcon;.,xa .tors list . i. I hereby affirm taat I have received a copy of - information setforthinSection19830oftheStateo° California Health and Safety Cod' and ha ;-e complete the above information to the N:s t of my persa.aalknowledge, in compliance with this /tate L;iw. Signed: --,'Date: Printed or Typed) DrivArs Lic. 4 oz' Soc. Sec. IW I 02 T- 3 I w ttUc C'-k-TL-C ! I " 0/ 10 a v 'j r•, rz '_ _ y ! i 5 a lam, Th7Q - - A TL rTA :CON tt S I P- 0 r,4 1 4 • f 4: +.`. Nuffbingt 911is Cehtqicate Lensed ptimanlit to tlic hegiii pfi,ents of _(>'ectiofi 307 of the I- Vw6oh:v But&ftfiq Code cehtdpiq that at flip tinge ol, mucalee this Atuctiihe Was ih cofr,04011ce with the vahious ohdwalices o f tlie City ,quVahjig buiVdifiq conbuctiofl on use. 'oh the ,,,WVowiftc9: Use Classification _ — _ Bldg. Permit N,. _ Group, - - - -- -Type Construction __ —,_ -- Zone Owner of Build g_ _ Building Address —_ __-- Owner`s Address -. _ —Lot _ Block _._ —Tract Citv -, - - - - -- State _ ____ -- _ Zip — -- Assessors Parced No..__- ___ —__ _ [date- By:.___ Building Official POST IN A C,NSPIC000S PLACE Project Add, -aa j ,C•r._.? Q[_•'' -- / , CITY OF LAKE ELSINORE CONSTRICTION PERMITjAssessorsPrra! No -- - Applicant to (ill in all spaces except those within heavy holder lines and sign all a r a J'%i; J ppraµiate irtclarations r •, • TRACT N0. LOT N0. j UNfT !v0_ fO } qr. n E I_ wense No TYPE OFCOMSTRUCThi i__- - - - - -- NEIY Add'tT" 1 , L CANYERSION ADD ALTERATION REPAIR DEMOLISHOTHER _ Conti, r :1rYtM- - DESCRIPTION OF WORK /USE OF BLDG A.P..# Agar :, „•.,; - / - -- -- - -- - -- --- • - - - -- - - - -- _ i Alain Building: I !u ir. Clis - -,, x• No y - - TYPE OF PERMIT GRADING FOUNDATIO CTURAL `r— Accesso-y Building: TENANT =` ELECTRICAL PLUMBING ?MECHANICAL T1 Front Z LiLENSED, ON111ACTO DEC1. RATION - - - -- - OTHER - 5 -- _ 0 IhC'CP, 'r,rrtl Ihat I sm been sru unr;er - - __l Rear N Vce;t .r. 7000 Of Provaons tat Cha :lei 9 tcdmmeoo'r- PROTECT DESCRIPTION Sq. Ft. —?'3 - --- - _ r v volt of u,e y ccupancy Right t my s> In Iulr force anti al}e Ct, Btl;i : =C55 and Prgfe55 :On5 Cope, and r onsfructiGn type _ - - L: censc Cra: - -- - - - -- _ -= - -- - - - - - -- -- - - -- Zone _= - - -= C - __._ - - -- N va.uanon $ Acres L It I DatCSlyna:.lrC _ --- - -' PCa ring. Ref. # WORY.EPS r PENSgTION DECLARATION Remarks -- roy ed I ti 1IrCrr.b, +e,rrn t t nyve a in of 1cale of COnSen; --r E toself-,sure ^r a cCr L'I,a;e -- Planning Notes •'• 'JF L(,1 L 1 Q i or Cr,m ensa:Ion Insurance, or a - - - -- -3± cf., COPY thereof 'Section -' - - - -_. Pol. c, r4z,. - - -- \Ie : om an Ceby furnr;e OP y T Cr Nith the illy E3lr IIrlli,— _____ -._- - - -_ - -- -_- - -___- - -_ - - -- - -.- - --. - - -_! 5 rJarc` _ ADPIIC.lnI - E. E \1PTION FROM WO KERS- COMPENSATION DECLARATION _ Tln,e:tl„n neetl not be c •Inolettltl ,t the perrnit r5 for One hung, less,. ed (5100) or I CerUly ;oat ,n •rr prr,p, • ncc of U :c:. CrF for whit!'. this - - shall .' „'I en, pits. an ' GCrn„t rS SSL'Ctl I 1Personn, any ma:c.er so as to beComC suD,er: to ;i,e PLJMBING tvcr:.el>' lon,Pel's lion I -axis Catrtornr;'” FED$ icare _siana. Ire T'-- - - - - -- —_ _ ELECTRICAL - ^_ -FEES MECiiANICAL IIIIIIIIIIIIN NOTICE: u, afttr 1111 _19 th,s tlec r,r.,n, - - -- -- - - -- _ -- - -- -- - - - -- I alter, Re 1Lei_ - - - - _ C nerator L_';0-SKNJ i 5.1 f, - -_; FEES - YOr4•er;' CnrnPC•ISL.EGn DrDVIz10C 1 ;he yo" Sh,U, become ;u1:;E!: 'o Ih_ ' Auto 4b'aSh - I 5 B011er , ACCf.M GRADING FEES comPr,. <u -[, Labor cantle, you m' fr; rrh•;, _ _ Crnvltmn5ort. pCrmi! shall t3C tlCe n'fo vt.K: r __JC nsiructioll Fole Sail. -_ CONSTRUCTIGNLEt DrNG Ac ENC " I Back,lov PrEwenter - Ground _ __ ductUnderCur a y.,ms 1her= > tI•m Is a .,, _ CoOkln Unit - - - -- ---- - - - -- `_ - -- — nstructlun „ lain -- 9_____— _D IICt•J1rOCtUra! Fill tI ^f tl'! .. ..,r •ktucn tills 9 ayr•ncY for file : - •• -lancC i 138CPf!0'N hrI atl0lt - --- ._ - --. - -^ Ltntler' s .'Jarnr•r Permit is ,.uea (Sec- on 3C ?7r, f: v --- y -- - - -1 —__ I Pole I ht + - __ -Cu. ztds IlollyC'T ClanfiP.rs _L y -- - -- - - - -- — - - _ ! _ -Ventilating - -- '! fi0 3310 Pfzn Check fie $ t_ e 5 ;, :,its - --- - - - - -- - - -- - - - Dryers Gas E!ectnc _ ExhaustSysiem GwnaBUILDLIst7EClARAii0pi ` Dishwasher ! - Far- 330U.t311 PermrtFel• Itire. af•..•n :rL;t t - ,; >t•mc; irt.rr, tilt rn,irarmrs L e L .,.e !Fixture TraFs ea. i I F.A.U. -. -_. _ _ .i Evaporativ,: Conley wlai E3.,srncss a•,o PrnteSVnr,,l t•` _ .. --t .. _ Onstruct. after, m1prov Oertr; ! r Drains '- - ._.__.__ a, } S ).- 1•• . Pr,.. iii set: u - - __ -.. —__ -._ - _ fIqflds - .I50 req,.In.s t7 n •npll ,nt r,r S _rrni F'OOr ` .- __ _ I - - - Fixtures - Heating Syaem & Onc iry - - nks 9 100 Qi J ST J 000 BTU 'R!Ei7®ti rileCtraC ' - '1 rc s 15 'Icenser: nu••,:n I' It , , cr., - w Z _ i Hood or C. rt'^ Cl c, Ic nmu,c lr.o s :1 4 - G2S SFf'ICq QOtielS in]py 3300.33:2 $uitimS. Or 'r 7 : e m'; Fees EaureSS1,C P tlfrsl nn' C ,Yey nr :: a hr s.: T e 1 i r n, aril I•. , ^:•ti• r. II .Fief -ptors leler - - - -- - -- _ y_p T ell I -? - - -- - - -- YP__ r lty rr n 1 '1 rc'`! !Ire tt l')CI 1 a e, .il pup t0 20 amps x/ as ) I, , 1 -Trap __ Mete r Refnceration S stern -C Tover200ampsD100_ y c t n yt s es as ,Runt Drains _ S _ I' ,) r ,a'I r II C r t , tl t! r, sl.urf i' s n-1 I, +,, r..7 <•y _ -_ __ _ r0B5ntar', Pr ,tCSSIt f' tl,:- in _• C t•u .. ,_Tra ICi Se WP.r - -____ -- - - - -- - - - i _.I all 0 nt en, I :, ,I, L _ . - - - - 4 1111 t1 ei IrP. !' aC D BT n(. IIt111CS ._ C r..:' Sewer 0 [ 110(1,000 cITU t I; -- -_ -- fans n .EI - -- -.__ anica i F p F t, Bit. ICBO •» I EI Ir g L15.50KW Capi 'i f rrr 1 System Repair /Alteration K ch I S rrr. , r Improve nr 1 s ..n; IIItu, cr r • 50 ±KW _ I i. Fire Dampers - - salct -•v r r r. •- -awe r C . Onaectlon BI ir. Mot - - -" -- 1_ _. piI •.t nt I Irr c b unCrrN .r.,, Vtn9 t1rC ;r•rhDl ^'n r,•7ta ±,! ern rt' -t IrCtors _- J } P r,1 - -_ . .I Prove a ,r ,c r a b :n,- Solar Co! - - - -- -- Motors 0 1 _Registers -_ - - - -.. ._. _— S - - -_..- --- - - - -- -• t _ _ - Solar [- 1:I 15 SMIP Res S CP .7. dl rxc ry . >r J t, :t 'Solar Pipjn - Ine..r _- HP - 16.15+ f Incinerator ', sctr.. ,t f51 •ion 70 7E3 ........ t u - -- y _.. Sllr /F -- -j - -- .(113? -- -- .. TI. ntrac `I rso L) - r - 1- i. '.J am. Res. - --'- -- ---- MIP COm / eI, s ants nr• apPl, t• )I t , t '•s cue SOlal 1anY, J I S I.S`A an :., h. n;nrra tr.• t ,t.h p „ "'t - j -_ --- " _ _1 Ill-Fam. RReS - - - -- -_,. 3360.3310 SummzryorPlar Check Fees Ir ec o. a •r ,t t.'• cc .tt cW - -- - ----• - - S -_- _ _ _ - - - - --- - ----- - pr, C i ) h. f.'Eb l IurnSe - m nmt Pa nwtsa!, on ,nundntc s',n,lln , ar•.IJ o n:C, r • I 1WI t rI t.r r sr .• : ; Water Heater o _- IlSpo n. P ., rcd;r,n - %SSS ; - ._. _ _ _ -. ___ _t _ RU loirq g C0 _ t:. t r i Water SFrvice - ISSIIe Sept , r. System i, _- 1'- _ I Fler.tr!c l $ Misc.__...._ - _-- DEVELOPMENT SERVICES REQUTREAIENTS: _. . iIII, ( It` 1lechdntCii t C - Irt,n tnC ail ^, - rrlCnr nl I r1 I :•. p, _- ... ._. _ ' r _ • -- • 1.a ing A; Drm.d By _ Building App:irxd By t , , s Olher $ ApplicilnIssuedBy 36033)5 ISnnig SSUec U• 11, I Date e• r r• _ : C3 .. - y Cdn.t: y Al; Pink n;,(du.,,n1. b6•!1rn'h.: A ^r rl - 999 Totai Fces Due 5 a IQ ay ca J 0- J a O ir CLIL 4 CL c f I I a I i l l f I -- --- - f I I ! I I ! ! j W j_ Cl ( C1 .... I j j i •I - =y I o . = _ Q o j oc Q j ,f •'W i _ _ ' I f I I I i i j j WI w :n Y LL I I y . E'' I I — j lo a > QH F- I LLZ i Ocw I r f I I I I I I I { LL . I Q OLLC W I cc o f I Z! W o °I ° I p O c F- 2 j a l -RI °' O y a' f a; O I I ! f I ! IQc00JO J c i C I I c: LL j UI J Q pz' m }, LL, 1={ v! a 2I a m' WE IdfrY y '; t O ° a j m > dS °' _ r y t dS w l Q p l a 2 p ° F- J W I I W I I I I I E rc O ro c a p n cn a ZC IL jr ml rn I LI j I Q nl y I i CL N I LL w [r ° d V _; = m °' m o m a l O f a n i U in n l LL f- rn 2 q j J p i wj N! '+ Q 41 O Q = C'. I I I C7 • o o US ILL ;.5 of a } c j I Z ! i I I Q i"l\c l J vj U J { u! r I LI —I c 1 IC C a` as «' Z Q a 4 a .` I ! C na `' -E a a 4.' Q OI L' _° a O O 1- tq a wI O I I I ( 7 L0 1 I uj 2 I - 4 y j ,— " —f--1- f LL ! s I I i— , n _ I i i' 1 o I j 1 I a' I I f I I i OI I II j ; OI O I I cj I ! 0! LL W 1 I di I O I ti jpUrnlmlsl71ojSIa; ! 1 U I 1 y t { c U I I c Q 1 p l ? v ci '. _'I all i -cf I W I V i , I_ I 02! O Icrcc ( I vl L c I w ! d cj }"I a c a ~ wj m m! y cI O WI w Z °I = I (! -I p I c'; n p c -I .c mIZrlc' I > ° = a ° ? CZ; j 'O Q n Yj ^I I I vl a. cr crl: t QI LL j .0 to z C'_ i° 1] . j °' I LL ! v I o I , N ° O of of 3j c h o wf VI mj c '..I `m Oj ` I I a { U E I a` I LL 011 0! O ti —p o C Z WI S a ! .j ' V, .W ' 1 m ! 1 NI I O a III ; i- C J Cj O v CI c"I _cl O m; u' N I YI w JI J 7I UIOOWt> ryj of ZI ?; C7f w I m LLI