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13048 (SFD)Building Address 52-780 Carranza Owner La Quinta Cove Home, Inc. P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Mailing Address 310 Washington, Sty. P214 City Zip Tel. Santa Monica, CA 90293 1(310)827-0171 Contractor Same Address Tel. State Lic. I City & Classif. Lic. # (' Aron., Engr., Barr A Berkus AIA Designer : � gd�TsDe La Guerra Tel. City Zip State Santa Barbara, CA 93101 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirhat I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisim ton 3 of the Busingss and Professions Code, and my license is in full force and V SIGNATURf� -��-- •/✓+�^'� DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or impro✓e for the purpose of sale.) ❑ t, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION Ihereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, ora certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit Is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT: If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name- Lender's ame Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip CAV No. 13048 BUILDING: TYPE CONST. OCC. GRP. A.P. Number 773-322-002 Legal Description Lot 25 Block 157 Project Description SFD Sq. Ft. No. No. Dw. Size 1694 Stories Units New ?; Add ❑ Alter ❑ Repair ❑ Demolition Permit does not include block walls or pool. Estimated Valuation $99,559.00 PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. 541.94 Const. 639.50 Mech. _ 62.00 Electrical 132.75 Plumbing 144. UU S.M.I. lu . UU Grading . Driveway Enc. Infrastructure - _ • 1' a It 4 .Vil TOTAL 17. V 2 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. p $ UNITS SLAB GRADE 2ND FL. SO. FT. p YARD SPKLR SYSTEM STORAGE TANK MOBILEHOME SVC. BAR SINK POR. SO. FT. ROUGH WIRING DUCT WORK ROCK STORAGE GAR. SO. FT. p POWER OUTLET ROOF DRAINS CARP. SO. FT. OTHER APP./EOUIP. DRAINAGE PIPING WALL SO. FT. DRINKING FOUNTAIN SO. FT. ® GROUT URINAL ESTIMATED CONSTRUCTION VALUATION S SERVICE FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation WATER SYSTEM FLOOR DRAIN MECHANICAL FEES -' WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER �,,�u,,�p 46 -oi3 G0 GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM VENTILATION KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET`"' " COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. ® c BATH TUB GAR. FIREWALL SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL to SQ.FT.GAR p 3/ac HOUSE SEWER INSULATION/SOUNDQ—Z(-130 ` GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING ;7 -3d -c1?,, NDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF, l GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE —Z 3 GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING FINAL INSP. Z-7 -.9340-cu. yd. $ plus x$ =$ LUMBER GR. FRAMING ,"9 L09 FINAL INSP. -3(-� ROOFING 6� _7 , � C� �,,�u,,�p 46 -oi3 G0 1 �/V of II '7 -7 -ri 3 �'d a/ �� -7 —0 -c'3 REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING `i3 to MESH INSULATION/SOUNDQ—Z(-130 ` FINISH GRADING '- FINAL INSPECTION I% l CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Corr OF u WINTA a DEPARTMENT OF PLANNING & DEVELOPMENT BUILDING DIVISION 5642246 24-HOUR NOTICE FOR INSPECTIONS Owner La Ouinta Cove Home, Inc. Contractor Same Pon, it Nwnber POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 52-780 Carranza 24 high retaining wall TYPE OF INSPECTION DATE INSP. FOUNDATION & SETBACK FOOTING STEEL MAIN GROUND SYSTEM GROUND PLUMBING DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED CONCRETE SLAB JOISTS & GIRDERS ELECTRICAL GROUND WORK DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED nVVVn GL I— ROUGH PLUMBING ROUGH GAS & GAS TEST HEATING & VENT - A/C FIREPLACE ROOF BOND BEAM O.K. TO WRAP GROUT ❑ 4' ❑ 8' FRAMING COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED DRYWALL INTERIOR EXTERIOR LATH POOL PRE PLASTER POOL FENCE & GATE SEWER SEPTIC TANK ELECTRICAL PLUMBING FINAL GAS TEST HEATING - A/C HOUSE NUMBERS JOB COMPLETED TEMP POWER A!88 ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 6/23/93 Type of Permit La Quinta No. 112286 Permit # Log Owner Name La Quinta Cove Home, Inc. No. Street See Below city La Quinta zip 92253 Study Area 113 APN # I I Tract #I J Lot # 0 Square Footage 115246 Type of Development fSingle Family Residence I No. of units 0 Comments 53-683 Avenida Alvardo, 52-415 Avenida Mendoza, 52-140 Avenida Velasco, 52-675 Avenida Rubin, 52-375 Avenida Navarro, 52-780 Avenida Carran7a, S3-Rln Villar c;7-1?5 Avenida HPrrara5'A-775 Aupnid;i Martina7 At the present time, the Desert Sands Unified School District does not collect fees on garages/ carports, covered patios/ walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE . This certifies that school facility fees imposed pursuant to Government Code 53080 in theamount of 1.65 x 15 246 or $ 25,155.90 have been paid to D.S.U.S.D. for the,property listed -above and that building permits and/or Certificates�of-Oecupancy.for this square footage in this proposed project may now be issued. Fees Paid By La Quinta Cove Home, Inc. Telephone 564-5540 Name on the check By James F. Lively Assistant Superintendent, Business Services Fee collected /exempted by Vickie J. Durrett Payment Received Signature /alA.'2! Check No. 054138 Collector: Attach a copy of county or city plan check application form to district ropy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/ Receipt Copy - Accounting AUG 16 '99 06:27 BUENA-BERMUDA DUNES EARTH SYSTEMS CONSULTANTS S.C. BUENA ENGINEERS DIV. (G, 7"1113 Country Club Drive Betmuds Cunes, CA 92201 • (819) 345-1588 I& %, - 17 - - m Client Address_, orient Phone_--- !6 --.5 40 P.1/1 DATE n -cz TEST LOCATION JOB 140. SC� PROJECT "a-LLCO Ua(&sc oS'a_ d Car 2 LOCATION CONTRACTOR MOISTURE CONTENT % OWNER WEATHER TEMP, G at AM Dat 'PM PRESENT AT SITE t �JoZ' KOt UGtL�.SGb TEST NUMBER TEST LOCATION LOT NO, ELEVATION FIELD TESTING REFERENCE CURVE MOISTURE CONTENT % DRY DENSITY IbsJCu, tL MAXIMUM DRY DENSITY MAXIMUM DRY DENSITY tbs./cu. it. OPTIMUM MOISTURE CONTENT `Yo t �JoZ' KOt UGtL�.SGb 2 (� QS 61 10c. 2 Cco- &AA -z REMARKS' 6iike gi.— J2(e,,t. tLe Vu.G� 99 V scc FEED REPORT IN AUG16 "93 11:50AI-1 BARRY A' BERKLIS filth 13;a►{RVNBFKKU AIA. August 16, 1993 Harlan Lee & Associates 310 Washington boulevard Marina DCI Rey, CA 90292 Attn: Randy Dear Randy: Per our phone conversation, I would like to clarify the location of the footing omission described in the letter from Carl Schneider on August 12, 1993, 1. Due to the fact that the 3 -point bearing trusses have been redesigned as 2 -point bearing trusses, the footing running the length of the house dividing the LIVING/DINING areas from the SLEEPING areas may be omitted. (not required) If you havc any further questions, please call. Sincerely, Barry A. Berkus, A.I.A. Scott Branch 223 L. UO La GuCna Y11)la U 00(a. CA 9310'1 IN5/90-5'W'l Fax: $05/466-6846 P:2 JUL 13 ' 3 m5� 0 11:22AM BARRY A BERMS AIA1 IP.li2 12' 10, 9'2 ' I I YL __ >\ r A 2 2 DATE _ 7/ 3'7 C. I 11 C r'11 I K I r'1 A -,r'r OI A K I 3� 2'6U 11/2" O 4.01011 Ll NA j ACCEF IEU FOR ��i�1```r, l; r•:- Su8jEC r TO INS? .�1 11;ATI N A � • �'1 11/V 218„ u AND --R �.-.. LL2k:`i£�'' �� .�t r' . DATE _ 7/ 3'7 C. I 11 C r'11 I K I r'1 A -,r'r OI A K I 3� 2'6U 11/2" O 4.01011 it REACT YIN 890 65.0. 3.5G- -1.H 1 41:2. 4.41- 1 662. 3.50 - brut LEN LEN FORCE 1 2 5.54 -1918 2 3 5.68 -1515 2-20 52 4 4.32 -213 6 S 4.32 1873 3-58 £ 2.02 1974 1057 7 2.29 2989 7 6 4.32 1403 1548 5 1.81 -1036 3 10 3.88 -1628 10-11 14-15 5.54 -1867 21 1 1.00 11 22-111 1.00 11 5X6 - 5X6 3%6 - 5X6 - 3 0.60 -9 2 S 0:80 -9 it REACT YIN 890 65.0. 3.5G- -1.H 1 41:2. 4.41- 1 662. 3.50 - brut LEN FORCE MR FORCE MOR FORCE iT 4 PLATE OFFSET -44 OFFSET -L 11-12 5.54 1740 2-20 52 8-15 -2888 1 3X 6 4 19 5x 12-13 3-58 1743 2-19 -369 8-14 1057 2S 5X 6 3 1/4 3 13-14 1.B1 1548 3-19 351 9-14 -902 3 5X 6 2 1/8 3 14-15 4.32 962 3-18 -1462 9-13 832 4 5X 6 5x6 - 5X6 - 5X6 3%6 - 5X6 - 15-16 2.29 -1401 4-18 903 10-13 -222 5S 5X 6 3 1/4 3 18-17 2.D2 -2987 4-17 -2550 10-12 33 6 5X 6 17-1B 4.32 214 5-17 -237 2 7 5X 6 3x5 - 18-19 4.32 1411 6-17 2011 8 7X 8 2 1/8 4 19-20 '-.68 1793 6-16 -1889 9 4X 4 o hanger 20- 1 5.54 1790 7-18 -2629 IDS 5X 6 3 1/4 3 SECTION D16R6LIVE DEAD LD CASE o L ZNP %120 7-15 1649 5X6 4X4 - 12 u 3- 8 V 112. 0 98.0 1 21 2X4 I 2X4 1 22 TOTAL LOAD DEF • PANEL 19 = 0.209- 222- 0 420- 0 L/OEF=999 L= 264.2 REC Ca9R= 0.2W TOOTAL LOAD MOR DEF o 0.094- CANT Job 11):AM40fi1 1- i- 5 5- $- 4 h 3-12 4- 3-12 - 3- 1- 9- 1 5- 8- 3 2 11- 4- 7 1S- 8- 4 20- 0- 0 24- 3-13 UBR FORCES AND RX ARE FOR 1 PLY OF 3-10- 9 1- t- 5 9 34- 3-13 T �/ NAIL TRUSSES TOGETHER AS NOTED: T/C :10d COMMON NAILS ®10.50 IOC ,� No. 0045522 B/C:104 COMMON NAILS 012.00 IOC d -14 WEB : 10d COA%10N NAILS 012.00 IOC �C 12 3194 S :B CA �Fmt 1.1.jer, Q CA LUMBER SOLUTION ROP 2X4 DFL #1 TOP PANEL 6- 7 CSI- 0.750 ELATE OFFSET -H OFFSET -L 1JT 3x OT OT 12 2X 4 13 4X 4 14 5X 6 15 5x 6 16 5X 12 i 2 1/2 3 1/2 17S 7X 8 31/4 4 l8 4x 4 19 5x 6 20 2X 4 : 1GLAICE 16 GA SP BLOCK NAIL TRUSSES TOGETHER AS NOTED: T/C :10d COMMON NAILS ®10.50 IOC ,� No. 0045522 B/C:104 COMMON NAILS 012.00 IOC d -14 WEB : 10d COA%10N NAILS 012.00 IOC �C 12 3194 S :B CA �Fmt 1.1.jer, Q CA LUMBER SOLUTION ROP 2X4 DFL #1 TOP PANEL 6- 7 CSI- 0.750 NOrb3T CT fRAYING RATES Chord/Eno 81ks 2x4-20 or bitter Blocks 1x4-20 Or better . 2X4 DFL #I OT OT PANEL 19-20 CSI- 0.360 V" 2X4 MF STUD T It Li&SM C�2Rx ANG BLK 2x4 MF STUD NOrb3T CT fRAYING RATES Chord/Eno 81ks 2x4-20 or bitter Blocks 1x4-20 Or better . NOTE: 1X 4 LAT.SRCG •loft O/C MAX.REOD ON BOTTOM CHORD UNLESS OTHE!<•11r1SE SHOWN KEYWARK ENGINEERING jA. SPAN 40- 0- •3 (FT. INCHES. 16THS) SCALE= 0.152/1.0 I CBO DESIGN CRITERIA FOLLOWED BOULDER -COLORADO -80301 W�maooe nmtistlw�a►aslucoprcparodavz cbyseapaimcodwoodwufabaiatac CoanrazaQplataal-UL-a-f--Jbr 1-1ET L LOCK .20wI9gaugeASl'1.1A446 lbs dcc adsans sr.) rarnahairy for dartsalp as a mob of vtoorvan infoeoause sporili- Stade A Abend hoc &ppcd g4vani=d ssccl. Lumbvraoiaun cossmt rust be 1916 or ksa at the cutis- app ioc try' the class. The ra -aaiaa srd r iays, of awaca as area as die aulak of siosc of Gbricatioti LINCOLN TRUSS matciafsw.m,.«pcN�af,.,ocarnt.atca.�06cmpa+.,b"yelnlhem7lisca-hassbem 284 SOUTH 8th ST. dcaVwe.maaoadaex%iOCxnmsacmtdesignsundaidsaINDSaadTM.lbis4wV%ssways Trtantsg Dbc%uWkd-ith"mpriorunectionto•voidd,ouy-Tcw?a=rybruio+6mostbe $iL.-INias Cis. 92220 oaffsommat clwdr ase osa"sady sducaa\od by isid mateml a04 Icatioss chords aro cuhar usa4 w)= csocsiag trusses (scc BWT-16 for TPf mcaruoandbdans). Sneias "we co dnwiaa siodaisLanais+baYfinS anthamaabecdaignonly.Itisa"wind wlstarslload bracing novuaL vAL'ocpmvidads a,p cvral parediesard adcquu w ---trade to min aoift as s,ypons.Tlrs deign bwldieg dnipt brawq which is danc by ogsas. Rcfcr La f 1k7 20 (TPI) for rocammtrAcd truss iY :a an i1sli'01641 t 11251. !iaypo11Sb2:J y is assu_-sd Nos Owen U buil6a f dais, handing. tad sautiaa. I?ui�e loads abaJd oa be .pp+icA wNi) sbcaAayf seA brsc i,� ase oompJcac . JUL 4 V C 5- 8- 4 22- 0- 4 28- 7- 9 34- 3-13 �4 2- 0- 4 4- 3-12 3-10- 9 t- 1- 5 5- 40- 0- 0 1- +- 11- 4- 7 15- 4 20- p 24- 13 30- 4 i s- 8- 4 4-12 4-1? 2- 9 1- 9-11 5- a- 3 DESIpN CRITERIA - TPI l 1 1 i 4 i 1 TOP LL= 32.0 PSF TOP OL- 28.0 PSF 2x10 nailed W/ BOT LL= 0.0 PSF 5x6 - 5X6 - 5X6 3%6 - 5X6 - 7X6 - 3 4 5 6 7 8 4X4 \ 16d at -'2" o . C . DUR OF LOAD I NCP1 .25 12 4.75 12 e ata eyed 5X6 Q4.75 gg' SPACING 12.0 IN O/C PLATE . METAL -LOCK 5X6 / \ through -out t0 PLATE " INC= 1.25 2 10 3x5 - port • 3x5 - supAD with JT DIR LL&S LD CSE 0 o hanger 8 w 1530.0 1 15 SECTION D16R6LIVE DEAD LD CASE o L ZNP %120 9X6 - 4X4 - 7X8 - 5%1255x6 - 5X6 4X4 - 12 u 3- 8 V 112. 0 98.0 1 21 2X4 I 2X4 1 22 TOTAL LOAD DEF • PANEL 19 = 0.209- 222- 0 420- 0 L/OEF=999 L= 264.2 REC Ca9R= 0.2W TOOTAL LOAD MOR DEF o 0.094- Job 11):AM40fi1 1- i- 5 5- $- 4 h 3-12 4- 3-12 - 3- 1- 9- 1 5- 8- 3 KEYS1v1ART VER:1 11- 4- 7 1S- 8- 4 20- 0- 0 24- 3-13 o- 30- 5- 4 4 0- O .428 DATE 7/30/93 5- a- 4 5- a- 4 2- 0- 4 4- 3-12 22- 0- 4 28- 7- 3-10- 9 1- t- 5 9 34- 3-13 NOTE: 1X 4 LAT.SRCG •loft O/C MAX.REOD ON BOTTOM CHORD UNLESS OTHE!<•11r1SE SHOWN KEYWARK ENGINEERING jA. SPAN 40- 0- •3 (FT. INCHES. 16THS) SCALE= 0.152/1.0 I CBO DESIGN CRITERIA FOLLOWED BOULDER -COLORADO -80301 W�maooe nmtistlw�a►aslucoprcparodavz cbyseapaimcodwoodwufabaiatac CoanrazaQplataal-UL-a-f--Jbr 1-1ET L LOCK .20wI9gaugeASl'1.1A446 lbs dcc adsans sr.) rarnahairy for dartsalp as a mob of vtoorvan infoeoause sporili- Stade A Abend hoc &ppcd g4vani=d ssccl. Lumbvraoiaun cossmt rust be 1916 or ksa at the cutis- app ioc try' the class. The ra -aaiaa srd r iays, of awaca as area as die aulak of siosc of Gbricatioti LINCOLN TRUSS matciafsw.m,.«pcN�af,.,ocarnt.atca.�06cmpa+.,b"yelnlhem7lisca-hassbem 284 SOUTH 8th ST. dcaVwe.maaoadaex%iOCxnmsacmtdesignsundaidsaINDSaadTM.lbis4wV%ssways Trtantsg Dbc%uWkd-ith"mpriorunectionto•voidd,ouy-Tcw?a=rybruio+6mostbe $iL.-INias Cis. 92220 oaffsommat clwdr ase osa"sady sducaa\od by isid mateml a04 Icatioss chords aro cuhar usa4 w)= csocsiag trusses (scc BWT-16 for TPf mcaruoandbdans). Sneias "we co dnwiaa siodaisLanais+baYfinS anthamaabecdaignonly.Itisa"wind wlstarslload bracing novuaL vAL'ocpmvidads a,p cvral parediesard adcquu w ---trade to min aoift as s,ypons.Tlrs deign bwldieg dnipt brawq which is danc by ogsas. Rcfcr La f 1k7 20 (TPI) for rocammtrAcd truss iY :a an i1sli'01641 t 11251. !iaypo11Sb2:J y is assu_-sd Nos Owen U buil6a f dais, handing. tad sautiaa. I?ui�e loads abaJd oa be .pp+icA wNi) sbcaAayf seA brsc i,� ase oompJcac . or i- I`f , F R I 1 5: 1 3 G O U V I S E N G I NEER I N G P. P_ 0 1 G O U V I S NEWPORT BEACH • September -10, 1993 Harlan Lee and.Associates 78-200 Calle Fortuna La quintal CA 92253 Attn: Randy Wessman Re: The Cove Missing Holdown G.E. Job No. 11415 E N G I N E E R I N f' - SAN DIEGO pp• 6 PALM SPRING`: Dear Randy: Pursuant to your request regarding the above captioned project, and per our phone conversation on September 9, 1993, we submit the following: At rear of.the garage, apply a Simpson HD5A holdown with a 3/4" diameter Hilti "HVA" bolt in lieu of the missing holdown strap. For more information see the attached detail "A". 3 Note: Please verify the above with the building department prior to construction. If you have any;questions, please do not hesitate to contact -this office. Sincerely, GOUVIS ENG EERING Nicholas A. Gouvis ioftss/p i President �pQ �xS A 1'/ � Ass o is a Engineer O NAG : RF : j € attachment �' �' z 0 No.C,12360 12360 m 11415253.FFL w Ar Exp. 3/31/97 N* S�T.6 CIV10�'�� , OF CA •1 I P R I 15:14 G O U V I S ENG I NEER I N G F_ S F_ 0 2 GOUVIS ENGINEERING I CEI i.N. G-11�11 Dat. 0% dint Vkcar lam NOTES: ALL BOLTS TO CONCRETE SHALL St. 114ILM HVA ANCHORS WITFI HEA RMN AK INSTALLED PER ICSO #4016 AND Mt 1UFAC- TURER'S RECOMMENDATIONS OR API' JOVED EQUAL CONCRETE STRENGTH t'c 2000 P!<i MIN. ADEQUATE SIZE WASHER REQUIRED WHEN . ANCHOR BOLT SIZE IS SMALLER THAN HOLE IN HOLDOWN. CONTRACTOR SHALL SPECIFY OVERALL LENGTH OF ANCHOR WHEN INSTALLING HVA ANCHORS SPEaAL INSPECTION IS REOUIRED. 1. 44 POST, U.N.O. z. SIMPSON Hb 5 N 3. HILTI HVA ANCHOR/2L 4. H8 PER SIMPSON REQUIREMENTS ARES. FT'G Tp GARAGE NON-MONOlJ1HIC POUR MISSING CAPACITY OF FIX = - V I ►�, X11 i I D r O' 'SOF T1iE f I i of a (ouinta ; I Iiii �dfet jluitbiu!� fl �ii�l' ' dub 11-* � � i ' This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building! Code certifying that at the time of issuance this structure was in compliance with the various. ordinances of the City regulating building construction or use. For the following: I j BUILDING ADDRESS 52-780 Avenida Carranza I II, i Single Family Dwelling 13048 Use Classification Bldg. Permit No. j h i 1 I si q i k Group R3 Type Construction VN Fire Zone Use.,Zone SR i I Owner of Building ' Address La Quinta Cove Home Inc. 310 Washington, Ste. P214 ! City Santa Monica, CA 90292 Lonnie Day Ii I BY: Date; January 31, 1994 Building Official POST IN A CONSPICUOUS PLACE — -- mbo-