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Home My WebLink About2376 ALTISMA WAY; ; 1972; PermitVAllDAllON 10 3 7 4 2 'YJYr" e 61F- 88213 3 a8t;L El- ILDING PERMIT ....... COUNTY OF SAN DIEGO SUPPLEMENTAL TO BDG. BUlLDlNG INSPECTION DEPARTMENT PERMIT NO RENEWAL OF BLDO. LA MESA OFFICE VISTA oFFlce 8054 Allison Ave. La Mesa, Calif. 92041 325 S. Melrose Dr. visla, calif. 92083 460-8220 (Zenith 7-0888) 724-8571 (Zenith 7-0847) I i OWNER NME ........................................ MAILING ADDRESS ..... s.m .... D~.~g~.*...~.~~f....~.21~ ........... ; H 1 G.F.M.I. Development Corp. 6580 El Cajon Boulevard c/o Foster Realty is i* i (PLEASE PRINT) (LAST) (FIRST) (MIDDLE) NUMBER STREET ClN PHONE j. I j CONTRACTOR MAILING ADDRESS i PLEASE PRINT NUMBER STREET CIN PHONE 9 TO CONSTRUCT TO ADD 0 TO ALTER 0 TO REPAIR 51 TO CONVERT 0 TO Concrete OF STORIES 2 .....-.../$$60g 1. VALUATION $ ....... ATTACHED .... DETACHED CONST. VALUATION $ ............... ...... La Costa Valley ................... unit .... 3.5 ............ i LOT BLOCK SUBDIVISION i or SECTlOK TOWNSHIP RANGE.. IEI 3 d - LAND AREA OF EXISTING DWELLINGS ON PROPOSED BUILDING sm 0 SIZE. USE P $ AND LOCATION ON PLOT PLAN). WILL THIS CONSTRUCTION INCLUDE ANY PLUMBING INSTALLATION. ALTERATION. OR ADDITION? YES.X.NO b I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECI AND AGREE TO COMPLY WITH 2 ALL COUNN ORDINANCES AND STATE LAWS REGULATING BUILDING CONSIRUCTION. PW. ...... IF A CHECK IS TENDERED FOR PAYMEM OF THE ABOVE FEE AND THE 8 CHECK IS NOT HONORED WHEN PRESENTED FOR PAYMENT, YOUR BUILD 5 '"6elawie. Wacs 3 keX%&son, A.I.A., 2827 P RMlT WILL B MMEDl EL RE '0 8 > a ? MAIN BUILDINGS b - SIDE YARD DISTANCG LOT LINE TO BUILDING- ZONING APPROVED BY .._I.I___.___. DATE. SEWAGE DISPOSAL SYSTEM APPROVAL REQUIRED: YES ( ) NO ( ) RESIDENTIAL NO. BEDROO Ms COM" YES ( ) NO ( ). NPL OTHER. WATER FROM PRESSURE SYSTEMI YES ( NO ( ). TYPE .. FORM: ER 665 I12-Ill-OS-95l THIS PERMIT EXPIRES ONE (1) YEAR FROM DATE OF ISSUE BUT BECOMES VOID IF WORK NOT COMMENCED IN SIXN (60) DAYS APPROVALS I INSPECTOR I DATE I DATE I DATE t- CORRECTIONS . ,. . I. .. .. , ?, The foilov;inb inforriiation is required by Sec 119318, Calif. Code of Civil Procedure. The name and branch de signation, if any, of the Construction lender ir: The Address of Construction lender is: . . _. , .. There is' no' knbwn' Coiistrufioon .,lender. (Check box 'if this is the case). .. ": Signature of Permittee .. BUILDING PERMIT NEW APPLICATION SUPPLEMENTAL TO BLDG. BUILMNG INSPECTION DEPARTMENT COUNTY OF SAN DIEGO RENEWAL OF BLDG. PERMIT NO LA MESA OFFICE VISTA OFFICE Allison 4ve. 837 Williarnston St. Vista, Calif, 92083 724-8571 (Zenith 74847) La Mesa, Calif. 92041 MAILING ADDRESS j (PLEASE PRINT) usn (FIRST) (MIDDLE) NUMBER STREET PHONE i i CONTRACTOR . MAILING ADDRESS PLEASE PRINT NUMBER STREEI CITY PHONE TO CONSTRUCT ADD ,O TO ALT n TO MOVE FROM F 5 ADDRESS " a E NPE OF CONST KIND OF FOUNDATION NO. OF STORIES TO BE USED FOR FRAME, WNRY, ETC. 3 FLOOR SPACE OF PROPOSED CONSTRUCTION (59. FEm CONST. VALUATION i 1 FLOOR SPACE OF GARAGE (SQ. FE DRACHED 0 CONST. VALUATION $ j LEGAL DESCRIPTION ~-.&" !4!!&-% ._.___.__I----.- - A'KACHED 0 i LOT BLOCK SU IVlSlON L" UND AREA ................................ NUMBER OF EXISTING DWELLINGS ON PROPOSED BUILDING Sm ..................................... INDICA^ SIZE, US1 6 I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS COR EC ND AGREE TO COMPLY WIlb AND LOCATION ON PLOT PLAN). WILL THIS CONSTRUCTION INCLUDE ANY PLUMBING INSTALLATION, ALERATION, OR ADDITION? YES ...... NO ..... ALL COUNTY ORDINANCES AND STATE LAWS REGULATING BUlLDlNQ CONSTRUCTION. Map Name: vd Page 8 CHECK IS NOT HONORED WHEN PRESENTED FOR PAYMENT, YOUR BUILD. IF A CHECK IS TENDERED FOR PAYMENT OF THE ABOVE FEE AND THE ING PERMIT WILL BE IMMEDIATELY REVOKED. 5 Coordinate* ~ I SIGNATURE PERMIllE&&&~---- OF IF IN A ZONED AREA, BLDO. INSP. SHALL FILL AND APPROVE THE FOLLOWING: LAND DIVISION PLAT NO .......... ............ VARIANCE/PERMIT NO ._________.I_._._._..---- - DISTRICT I ............. ZONE __.l____._______._l_______ PERMIT EXPIRES ____________.I.._____I_.___.______ NO. OF STORIES NO. OF BUILDINGS ................... AREA OF BLDG. MAIN BUILDINGS DETACHED ACCESSORY BUILDINGS FRONT YARD DISTANCE C/L STRm TO BUILDING FRONl YARD DISTANCE: C/L TO BUILDING SIDE STREET: C/L STREET TO BUILDING ... REAR YARD DISTANCE: C/L OF ALLEY TO BUILDING REAR YARD DISTANCE: REAR LOT LINE TO BLDG. L3 REAR LOT LINE TO BUILDING -_ SIDE YARD DISTANCE: LOT LINE TO 61% SIDE YARD DISTANCE LOT LINE TO BUILDING I.I FENCE IN REQ. FRONT YARD SETBACKS (MAX. M.) ZONING APPROVED BY DATE, DISTANCE BEWEEN BUlWlNGS (IF REQUIRED) ELSEWHERE MAX. (HT.) ...... ..DRIVEWAY PERMIT REQUIRED YES( ) NO( ) ISSUED( ) SEWAGE DISPOSAL SYSTEM APPROVAL REQUIRED: YES ( ) NO ( ] SEWER AVAILABLE YES( ) RECEIPT NO.-..."-- BUILDING PERMIT FEE $ THIS PERMIT BECOMES VOID IF WORK NOT COMMENCED IN SIXTY (60) DAYS OR IF WORK HAS BEEN SUSPENDED OR ABANDONED FOR A PERIOD OF I20 DAYS. FORM: BO, ,e-28.70 , .. .. Calif. Code of Civil Procedure. The name and branch de- The following information is required by Sec. 1193(J). signation. if any, of the Construction lender is: The Address of Construction lender is: There is no known Construction lender. (Check box if this is the case). Signature of Permittee APPROVALS I INSPECTOR DATE SETBACKS REINFORCING STEEL MASONRY I-. I- PIERS I FOUNDATION I I I I I I FRAMING LATH DRIVEWAY I I I .- ' ,, . I' HAY"1J IO 3 7 6 Z *10200 B BP 0.00 BUILDING PERMIT COUNTY OF SAN DIEGO SUPPLEMENTAL TO BLffi. BUILDING INSPECTION DEPARTMENT PERMIT NO .... PERMIT NO .... 837 Williamston St. RENEWAL OF BLDG. MESA OFFICE VISTA OFFICE Vista, Calif, 92083 724-8571 (Zenith 70847) .... .................................... MAILING ADDRESS (FIRST) (MIDDLE) NUMBER STREET PHONE I i CONTIUICTOR MAILING ADDRESS PLEASE PRINT NUMBER STREET ClN PHONE & TO CONSTRUCT 17 TO ADD ,n TO ALTER TO REPAIR 0 TO CONVERT TO MOVE FROM ! 0 ADDRESS E NPE OF CONST ......................... KIND OF FOUNDATION ..................................... NO. OF STORIES ........ TO BE USED FOR .................... FRAME, WNRY, ETC (ONE FAMILY DWELLING, STORE, ETC.) 2 f .... CONST. VALUATION i LEGAl DESCRIPTION ! LOT BLOCK 9 or ......................... # LOCATED AT ....... ASSIGNED HOUSE NUMBER i ~ LAND AREA t I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH 2 ALL COUNTY ORDINANCES AND STATE LAWS REGULATING BUILDING CONSTRUCTION. Map Name' 5 IF A CHECK IS TENDERED FOR PAYMENT OF THE ABOVE FEE AND THE u CHECK IS NOT HONORED WHEN PRESENTED FOR PAYMENT, YOUR BUID Y ING PERMIT WILL BE IMMEDIATELY REVOKED. ....................................... NUMBER Of EXISTING DWELLINGS ON PROP0 D BUILDING Sm INDICA^ SI=, USE 5 AND LOCATION ON PLOT PLAN]. WILL THIS CONSTRUCTION INCLUDE ANY PLUMBING INSTALLATION, ALTERATION, OR ADDITION? YTS ...... No ...... e Paw Coordinale,r; - , IF IN A ZONED AREA, BLDG. INSP. SHALL FILL AND APPROVE THE FOLLOWING: LAND DIVISION PLAT NO. ..... &3 VARIANCEIPERMIT NO ______I-._- DISTRICT ______.__.__-.I__.____.___.__ ZONE _______-_____PERMIT EXPIRES. .......... --.-.--I.--.------ NO. OF STORIES .... NO. OF BUILDINGS" AREA OF BLDC. SIT€-- MAIN BUILDINGS DETACHED ACCESSORY BUILDINOS FRONT YARD DISTANCE: C/L STREEI TO BUILDING FROM YARD DISTANCE: C/L TO BUILDING SIDE STRM: C/L STREET TO BUILDING...-..-.. REAR YARD DISTANCE: C/L OF ALLEY TO BUILDING __________~____________I_ REAR YARD DISTANCE: REAR LOT LINE TO BLffi.--.-.----- . SIDE YARD DISTANCE; LOT LINE TO BUILDING FENCE IN REQ. FRONT YARD SETBACKS (Mnx. DISTANCE BEWEEN BUILDINGS (IF REQUIRED) ELSEWHERE MAX. (HT.) ZONING APPROVED BY ________.______.____I_____ DATTL ".DRIVEWAY PERMIT REQUIRED YES ( ) NO ( ) ISSUED ( ) REAR LOT CINE TO BUILDING SIDE YARD DISTANCE: LOT LINE TO BLDS".-.-.--.- SEWAGE DISWL SYSTEM APPROVAL REQUIRED> YES ( ) NO ( SEWER AVAILABLE YES( ) RECEIM NO.-.-"---. APPLICATION APROVED B Calif. Code of Civil Procedure. The name and branch de- The following information is required by Sec. l193(J), signation. if any, of the Construction lender is: The Address of Construction lender is: There is no known Construction lender. (Check box if this is the case). Signature of Permittee APPROVALS INSPECTOR DATE ~ SETBACKS REINFORCING STEEL 1. MASONRY PIERS - FOUNDATION I I I FRAMING LATH DRIVEWAY PERM11 NU- MY - - 1 : 10377 Z 2000 0 EP- 0. __ 1, BUILDING PERMIT -c CO'Jtt~f OF SAN DIEGL SUPPLEMENTAL TO BLDO. BUILDING INSPECTION DEPARTMENT PERMIT NO- RENEWAL OF BLDG. LA MESA OFFICE VISTA OFFICE 8054 Allison Pve. 837 Williamston St. La Mesa. Calif. 92041 Vista, Calif. 92083 ........ DISTRI CI 0-8220 (Zenith 7-0888) 724-8571 (Zenith 70847) i i ... ........... MAILING ADDRESS ...... (FIRSTI (MIDDLE1 NUMBER STREET CITY PHONE PLEASE PRINT NUMBER STREET CITY PHONE f f CONTRACTOR MAILING ADDRESS ADDRESS .... KIND OF FOUNDATION ..................... FRAME, MASONRY, ETC. LOCATED AT ...... ...... IF A CHECK IS TENDERED FOR PAYMENT OF THE ABOVE FEE AND THE 8 CHECK IS NOT HONORED WHEN PRESENTED FOR PAYMENT, YOUR BUILD- ?y ING PERMIT WILL BE IMMEDIATKY REVOKED. SIGNATURE PERMITfE&?/& Of &~/~???~".-- Coordinalar: IF IN A ZONED AREA, BLDG. IN%. SHALL FILL AND APPROVE THE FOLLOWING: LAND DIVISION PLAT NO. ... . VARIANCE/PERMIT NO ._________X_.-. DISTRICT ....... ZONE ..... L3 PERMIT EXPIRES ..__._______________.I.___._..~ .................... NO. OF STORIES ................... N 0. OF BUILDIN .--.I AREA OF BLDG. MAIN BUILDINGS DETACHED ACCESSORY BUILDINGS FRONT YARD DISTANCE C/L STREET TO BUILDING FRONT YARD DISTANCE: C/L TO BUILDING SIDE STREEI: C/L STREET TO BUILDING. REAR YARD DISTANCE: C/L OF ALLEY TO BUILDING REAR YARD DISTANCE: REAR LOT LINE TO BLDG.---.---. REAR LOT 1INE TO BUILDING .SIDE YARD DISTANCE: LOT LINE TO ZONING APPROVED BY ..... DATE... ".DRIVEWAY PERMIT REQUIRED YES ( I NO ( 1 ISSUED ( ) SEWAGE DISPOSAL SYSTEM APPROVAL REQUIRED: YES ( ) NO ( I SEWER AVAILABLE YES( RECEIPT NO.-- RESIDENTIAL: NO. BEDROOMS ........................... COMMERCIA~: YES ( ) NO ( ). TYPE. OTHER- WATER FROM PRESSURE SYSTEM: YES ( ) NO ( ]. TYPE. - BUILDING PERMIT FEE $._I.____.._. THIS PERMIT BECOMES VOID IF WORK NOT COMMENCED IN SIXTY (60) DAYS OR IF WORK HAS BEEN SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS. FORM, BO, 16-28-71, Calif. Code of Civil Procedure. The name and branch de- The following information is required by Scc. l193(J). signation, if any, of the Construction lender is: The Address of Construction' lender is: (Check box if this is the case). There is no known Construction lender. Signature of Permittee 0 BUILDING PERMIT COUNTY OF SAN DIEGO BUILDING INSPECTION DEPARTMENT PERMIT NO .... LA MESA OFFICE VISTA OFFICE RENEWAL OF BLDG. La Mesa, Calif. 92041 837 Williarnston St. 724-8571 (Zenith 70847) 5 ii TYPE OF CONST . KIND OF FOUNDATION .................................. NO. OF STORIES ......... TO BE USED FOR FRAME, MASONRY, ETC $ LOCATED AT ASSIGNED HOUSE NUMBER u ING PERMIT WILL BE IMMEDIATELY REVOKED. 3 in MAIN BUllDINGS DETACHED ACCESSORY BUILDINGS FRONT YARD DISTANCE; C/L STREET TO BUlLDING..-.-._-..-._-~FRONT YARD DISTANCE, C/L TO BUILDING SIM STREEI: C/l STREET TO BUILDING DISTANCE BMEEN BUILDINGS (IF REQUIRED ................. ZONING APPROVED BY ._._.I_______________.-. DATE. ELSEWHERE MAX. (HT.) ..DRIVEWAY PERMIT REQUIRED YES ( ) NO( ISSUED ( ) SEWAGE DISPOSAL SYSTEM APPROVAL REQUIRED: YES ( ) NO ( ) RESIDENTIAL DRIVEWAY PERMIT FEE $ .I__.I__.___._______-.-...-....--. CLASS CODE ....................... THIS PERMIT BECOMES VOID IF WORK NOT COMMENCED IN SIXTY (60) DAYS OR IF WORK HAS BEEN SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS. FORM, BO, ,~.*8.71, ~~ ~~ ..' ,. ' .. VALmAm PERMIT WMIER ..' .. .- My"1J 10379 !I 5908 B BP- 0 .oo BUILDING PERMIT COUNTY OF SAN DlEGO BUILDINGINSPECTION DEPARTMENT PERMIT NO RENEWAL OF BLDG. PERMIT NO ......... Allison 837 Williamston St. Virta, Calif, 92083 724-8571 (Zenith 70847) LA MESA OFFICE VISTA OFFICE La Mesa, Calif. 92041 i (PLEASE PRINT) (FIRST) (MIDDLE) NUMBER r, FRAME, MASONRY, ETC ........ ..... AnACHED YI LOCATED AT .... ..... ...... ALL COUNTY ORDINANCES AND STATE UWS REGULATING BUILDING CONSTRUCTION. IF A CHECK IS TENDERED FOR PAYMENT OF THE ABOVE FEE AND THE 5 ~y ING PERMIT WILL BE IMMEDIATELY REVOKED. Coordinates: a u CHECK IS NOT HONORED WHEN PRESENTED mu PAYMENT, YOUR BUILD. SIGNATURE OF 5 h DISTRICT .................. ZONE ..... NO. OF STORIES .... NO. OF B MAIN BUILDINGS DETACHED ACCESSORY BUILDINGS FRONT YARD DISTANCE; C/L STREET TO BUILDING.~-..---.-.".~.-_.FRONI YARD DISTANCE8 C/L TO BUILDING SIM STREET: C/L STREET TO BUILDING SEWAGE DISPOSAL SYSTEM APPROVAL REQUIRED: YES ( 1 NO ( Calif. Code of Civil Procedure. The name and branch de- The following information is required by See. 1193(J). rignation, if any. of the Construction lender is: The.Address of Conrtructim'leoder is: There is no known Construction lender. (Check box if this is the case). Signature of Permittee APPROVALS INSPECTOR DITE SETBACKS REINFORCING STEEL I MASONRY I " I I I PIERS I I I I FOUNDATION I I I FRAMING LATH DRIVEWAY BUILDING PERMIT COUNTY OF SAN DlEGO BUlLDlNG INSPECTION DEPARTMENT ..... RENEWAL OF BLDO. PERMIT NO LA MESA OFFICE VISTA OFFICE hve. 837 Williamston St. Vista, Calif, 92083 724-8571 (Zenith 70847) La Mesa, Calif. 92041 i 136 460-8220 - (Zenith 7-0888) ........ i (PLEASE PRINT) (FIRST) (MIDDLE) NUMBER STREET PHONE i CONTRACTOR.." MAILING ADDRESS i ! PLEASE PRINT NUMBER STREET CIN PHONE 3 ...... " TYPE OF CONST KIND OF FOUNDATION.. FRAME, MONRY, ETC NO. OF STORIES TO BE USED mu .- 1 (ONE FAMILY DWELLING, STORE, ETCI 12 j 5 FLOOR SP OF PROPOS ...................... ...... j ; ' FLOOR LEGAI DEKRIMION SPA.".. 4 or ... % LOCATED AT ."..STREET, NEAR,-..-""..-.-..-" ASSIGNED HOUSE NUMBER "3" ~ LAND AREA ................................. NUMBER OF EXISTING DWELLINGS ON PROPOSED UlLDlNG Sm (INDICA~ SIZE, USE 8 AND LOCATION ON PLOT PLAN). WILL THIS CONSTRUCTION INCLUDE ANY PLUMBING INSTALLATION, ALTERATION, OR ADDITION? YES ...... No ...... b I t I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS 2 ALL COUNTY ORDINANCES AND STATE LAWS REGULATING BUILDING CONSTRUCTION. Map Name: Page AND AGREE TO COMPLY WITH IF A CHECK IS TENDERED FOR PAYMENT OF THE ABOVE FEE AND THE V CHECK IS NOT HONORED WHEN PRESENTED FOR PAYMENT, YOUR BUILD. E ING PERMiT WILL BE IMMEDIATELY REVOKED. " " Coordindei 1 I h DISTRI CT..-.-. NO. OF STORIES NO. OF MAIN BUILDINGS FROM YARD DISTANCG C/L STREET TO BUILDING FROM YARD DISTANtE; C/L TO BUILDING SIDE STREET: C/L STREET TO BUILDING .............. REAR YARD DISTANCE: C/L OF ALLEY TO BUILDING REAR YARD DISTANCE: REAR LOT LINE TO BLDG ............ AREA OF BLDG. SITE- DETACHED ACCESSORY BUILDINGS REAR LOT LINE TO BUILDING _..._______________I._ S!DE YARD DISTANCE: LOT LINE TO BLDG. DISTANCE BETWEEN BUILDINGS (IF REQUIRED) ................... ZONING APPROVED BY DATL ..DRIVEWAY PERMIT REQUIRED YES ( 1 NO( ISSUED ( ) ELSEWHERE MAX. (HT3 SEWAGE DISPOSAL SYSTEM APPROVAL REQUIRED: YES ( ) NO ( ) SEWER AVAILABLE YES( 1 RECEIPT NO ._._-I -. ( ). NPE PLAN CHECK FEE $ RESIDENTIAL DRIVEWAY PERMIT FEE $, ....................... CLASS CODE THIS PERMIT BECOMES VOID IF WORK NOT COMMENCED IN SIXTY (60) DAYS OR IF WORK HAS BEEN SUSPENDED OR ABANDONED FOR A PERIOD OF I20 DAYS. FORM: so, ,e.ze.,q, Calif. Code of Civil Procedure. The name and batch de- The following information is required by See. l193(J), signation. if any, of the Construction lender is: The,Address of Construction'lender is: (Check box if this is the case). There is no known Construction lender. Signature of Permittee - APPROVALS INSPECTOR DATE SETBACKS I REINFORCING STEEL I I MASONRY FOUNDATION I I I I FRAMING I I I ~ LATH I DRIVEWAY I I I L -. VALID'ATION' PLUMBING 01 WATER Supplemental Old Permit No. P. PLUMBING PERMIT COUNTY OF SAN DlEGO BUILDING INSPECTION DEPARTMENT LA MESA OFFICE VISTA OFFICE 8054 Allison Ave. 325 S. Melrose Dr. La Mesa. Calif. 92041 Vista, Calif. 92083 4608220 (Zenith 7-0888) 724-8571 (Zenith 7-0847) FlXT. OF FIXTURE FIXT. OF FIXTURE TO!LETS WASH. MACHINE SINKS WASTE OUTLET BATH TUBS OTYFD "FVICES I LAVATORIES WASTE OUTLET ~. SHOWER DRAINS LAWN SPRIYKLEE URINALS FLOOR S1NKS swo TRAPS FLOOR DRAINS DENT. CUSPORS. DRINK. FOUNTS. GREASE TRAPS WATER SOFTENER SUB-TOTAL SUB-TOTAL PERMIT FEES _. 'or issuing eachpermit $3.50 IT, 5C 3 Sewer connections. county Sonitolio" District at $2.50 each 1 Approved Signature of Plumber 1 I Ail work done by virtue of this permit mun be done in conformity with the application on file in this office and the laws of the County of San Diego, State of California. Any plumbing installation as herein provided may be inrpcted at any time by a Building Impstor. Violators Shall be fined, imprironed, or both. 1 On new construction, no plumbing Map Nomc If (I check is tendered for payment of the above fee ond the check is not honored when presented for payment, your Permit wdl be immedmtely revoked. Checkt. will be mcepted only on Banks in the State of Cohfornia. #. installation shall be made until Coordinates a building permit has been issued. Page 7v - VALUATiON FORM P-01 16-711 THIS PERMIT EXPIRES ONE (I) YEAR FROM DATE OF ISSUE FORM Pa1 16-70 MY-31.2 13 6 $2 2 PERMIT NU BER BPP- 131.51 PLUMBING PERMIT PLUMBING BUILDING INSPECTION DEPARTMENT COUNTY OF SAN DlEGO WATER LA MESA OFFICE VISTA OFFICE 325 S. Melrose Dr. La Mesa, Calif. 92041 Vista, Calif. 92083 4608220 (Zenith 7-0888) 724-8571 (Zenith 7-0847) 8054 Allison Ave. Supplemental Mailing Address Pleors Print Lor1 First Middle Number Street Port Office Plumbing Mailing Contractor Address Phone- State ~on+rocto;s ~iccnse ~o.L.b~~52)ci.*.iti~ti... . ~3.b . . . . . . LEGAL DESCRIPTION &L+LCnT\& Whiz Phone - Block 0, Section Township Range Locoted at (hi%./ No. of Storiss~3Clasr of Building Port Off 50 FIXT. OF FIXTURE FIXT. OF FIXTURE TOILETS WffiH.’MACHINE WASTE OUTLET OTHER DEVLCES LAWN SPRlNILER URlNALS SLOP SINKS I FLOOR SINKS SAND TRAPS DENT. CUSPDRS. GREASE TRAPS 01% WASHER WATER SOFTENER WASTEOUTLET I I I I -,e\ SUB-TOTAL ISUB-TOTALI U c” TOTAL PERMIT FEES .. 01 issuing eachpermit <.S(L Y ADDITION . . . . $3.50 v For each plumbing fixture or frmp or set of fixtures on on trop (including wmter, drainmge piping and bock- flow protection theIeiar) & ot11.50 each /aoo For each house sewer at $5.00 eoch Eluding its trap and vent, excepting kitchen type iiemse For instdimtion, alterotion or repmir 01 water piping interceptors functioning 05 fixture traps 01 $1.00 each and/or water treating equipment mi $1.50 each For repair or dteration of drainoge or vent piping mk $1.50 emsh For emh lmwn sprinkler system on my one meter including backflow protection devices therefore at $2.00 eosh For YDCYY~ breakers or bockflow protective devises on tanks. vda. etc., or for installation on unprotected plumbing lixtures including necessary water piping... one (1) to five (5) at $2.00 each Over five (5). emch oi I ,30 eoch Sewer connections. County Smnitation Diztrict ml $2.50 each REINSPECTION FEE ok $5.00 emch - Approved - A I Signature 01 Plumber All work done by virtue of this permit must be done in conformity with the application I! a check is tendered lor payment 01 the above on file in this office and the laws of the County of San Diego. State of California. Any fee mnd the check is not honored when presented plumbing imtallation as herein provided may be inspected at any time by a Building for poymenl, your Permit will be irnmedlatelr Inrpector. Violators shall be fined. impriulned, or both. revoked. Checks w~ll be accepted only on Banks On new construction, no plumbing Map Nome - installation shall be made until dY a building permit has been issued. Coordinates in the Stote oi Calilarnio. ”~ VALUATION FORM P-07 16-71) THIS PERMIT EXPIRES ONE (I) YEAR FROM DATE OF ISSUE .I .. ., . . .. INSPECTION RECORD DATE INSPECTOR UNDERGROUND PLUMBING I I UNDERGROUNDWATER I WATER PRESSURE CARD MIN. "AX. __ I I PRESSURE REGULATOR LOCATION 1 HOUSEU METERU FORM P-01 (6-711 .. ," Map Nam ' ELECTRICAL PERMIT TzdEte- zo CDUNTV EIKIINEER DEPARTMENT, BUILDING INSPECTION WNTV OF SAN MEW DISTRICT LA MESA OFFICE VISTA OFFICE 8054 Allison be. 837 Witliamston St. La Mesa. Calif. 9204t Vista, Calif. 92083 4600220 (Zenith 7-0888) 724-8571 (Zenith 7 4847) STATE~JNTRACTMI'S LICENSE NO. I6 ?.Sa 6 CLASSIFICATION c-CP LOCATED AT NEAR HOUSE NUMBER STREET POST OFFICE STREET _I I PERMANENT SERVICE RESIDENTIAL CWERCIAI AGRICULTURAL ACCESSORY SIGN PUMP TFMPORARY SERVICE I PERMIT FEES I TYPE OF PERMIT < k 24 4 EZ )I issuing each permit t 3.50 ............. ..... .".. I r' UI. -I I CARNIVALS z T.O.P. .............. Carnivals (Expires 30 days from issuance). 1 1 T.O.P. ( Expires whin building permit expku). 5.00 PHASE .......... . . . .................. ..... ...... "~ ... ............... ................. ..... 3.J (c) Miscellaneous: Additional wiring, outlets, fixtwes 01 -. 'jJ~i{'V<j*,'i ;.il;::s;$]G ' ;> similar work with no change in serviceentrance conductors. ...... 1.50 * SIGNATURE 0 !" ...... .... ..... ,' , ............... ....... .. ............. ......... , ,, ,.' , .~ ! ., . ., . .,, .. ~ ..... __..-,.-..__ ... ", .... ..~ .............. ^ ............ ~~. . .. - ."I .... .,.. ....... !. 2 j .. ... .,:i ,..., I .;. ,. . ............ ... ....... ........... - .~.i . . . ~. ,> .,. ,. , INSPECTION-RECORO. . , , . ~ ., : ,.. .... 1~ .. , . . , . , .. 1 INSPEETOR 1 DATE ., CONST. POLE OR SERVICE . ... .. . j, J .. ..- ~ .- .~ . .. , ....... I 'I .. , I ., I I ... .. UNDEACRWW ELECT. I I I SWlMHlNG POOL BOND .. ... . .. .. , ..,. .. RWW 4XECTRICAL .. GROUNDING PROVNDED .. .. ELECT. HEAT CABLE .I ' ,. . ..... ... .. *. .,*.I .... ,. .,'. FINAL ELECT. CL~AREO io ENERGIZ& I I I .. ,, ...... I HEREBY CERTIFV THAT I HAVE REA0 AN0 EXAMINED HIS ALL PROVISIONS OF LAWS AN ORDINANCES OOVERNING THIS HEREIN OR NOT $H QRANTINQ OF A PERMIT DOES NOT PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RECIUUTIg CONSTRUCTION OR THE PERFORMANCE OF CONSTRVETION. APPLICATION AND mow THE SAME TO BE TRUE AND CORRECT. TYPE OF WORK wI L rw COMSLtEo WITH WHETHER WCIFIEO PRESUME TO GI& A&HORIW TO VIOLATE OR CANCEL T @ CHECK VALIDATION CK. M.O. .. mn PERMIT VAL .. .. .- ,. . .. . . ,,..,.,. . ,.'., ,.. .i ,. , .. , , INSPECTOR ~ ' FORM NO. OP-01 k&701 REMARKS"' County of San Diego N? , '13626 BUILDING INSPECTION 'DEPARTMENT : I i".;~ 2 ., : : I * .. PLAN CHECKING RECORD RETAIN FOR FILING WITH APPROVED PLANS OCCUPANCY: A 'E e 'D- E F 12345 - "' COUNTY OF SAN DIEGO PUBLIC WORKS AGENCY DEPARTMENT OF BUILDING INSPECTION - ~, ?. CORRECTION 7. NOTICE The following additiod 8' corrections must be % 8054 Allison Ave. 460-8220 IZenith 7-0888) La Mesa, Calif. 92041 LA MESA OFFICE FO1 W711 837 Williimston St. ,VISTh;&lCE Virta.!Calp. 92083 724-8571 (Zznith 7-08471 Salmon -Job Copy Canary -Turn Down-IO Box Whlte - Inspectors Copy - . . APARTMENTS AND COMMERCIAL ADDRESS .. ALTLSWA (13Aq C.T. , '3 "y . SAN DlEGO COUNTY DEPARTMEhTT OF BUiLDlNG INSPECTION Your submitted plans show the following items must be either added, changed or clarified in'order for the plans to be in compliance with existing regulations. You may correct both sets of the submitted plans and resubmit them for recheck or, where the items listed below are minor in nature as determined by the plan checker, you may receive your building permit if you indicate you: (1) Understand the corrective action that is required, (2) You agree to incorporate the corrections in the construction, (3). You will incorporate this sheet in all 'sets of plans used to govern the I construction. .. Needed Additions, Changes or Clarifications: rate this shee in all sets of plans I# SAN DlEGO COUNTY DEPARTMENT OF BUILDING INSPECTION I Your submitted plans show the following items must be either added, changed or I clarified inbrder for the plans to be in compliance with existing regulations. You may correct both sets of the submitted plans and resubmit them for recheck or, where the items listed below are minor in nature as determined by the plan checker, you may receive your building permit if you indicate you: (1) Understand the corrective action that is required, (2) You agree to incorporate the corrections in the construction, (3). You wi I1 incorporate this +beet in all 'sets of plans used to govern the I construction. .. I r , . .. .~ ,. , ,, : . ., ,., ..,. NEW GONSTRUCTION VALUATIUN WORK SHEET Oper Plan Check No. Types of Construction:** I & I1 -. Steel, concrete, or masonry with floors and walls steel or concrete. IV 111 - Masonry walls, wood floors and interior walls (except lst floor could have v - Steel - Wood frame Multi-story Buildings: Determine the valuation from the Tract Dwellings,.more than 10.units: Reduce valuation sum of the floor areas of all the stories. by 10% provided all permits are issued at'the same time. Plan check fee for each tract building permit to be one-half of building permit fee. Move Buildings: Full valuation fee based on final use. **Types and groups of construction are for guideline purposes only. 3- 3 ' IS-= / =.r Interim 7/1/7U Types of Construction:** I & I1 '- Steel, concrete, or masonry with floors and walls steel or concrete. I11 - Masonry walls, wood floors and interior walls (except lst floor could have IV - Steel v . - Wood frame Multi-story Buildings: Determine the valuation from the Tract Dwellings, more than 10,units: Reduce valuation Move Buildings: Full valuation fee based on final use. PL **Types and groups of construction are for guideline purposes only. d sum of the floor areas of all the stories. by LO% provided all permits are issued at'the same time. Plan check fee for each tract building permit to be one-half of building permit fee. I Yz- 99 GOLD BOND FIRE-SHIELD PLAIN A?Dw VINYL SURFACED DURASAN (TYPE X ) GYPSUM WALLBOARD-WOOD FRAMING NATIONAL GYPSUM COMPANY 1650 MILITARY ROAD BUFFALO, NEW YORK 14217 pany Buffalo, New York, the Rcsearch Committee of the Interna- I. Introduction: At the request of the National Gypsum Com- of the test data submitted in connection with the use of %-inch or tionaj Conference of Building Officials has made a re-examination %-inch Gyps& Board~in one-hour fire-resistive construction. board is composed of gypsum, incombustible fige, mineral aggrs 11. Description: General: The %-inch thick lain gypsum wall- gates and pnper surfnces. The wallboard is identified by the name a label authorized by Underwriters’ Laboratories, Inc. Gold Bond Fire-Shield” or “Gold Bond Super X Fire-Shield” and A. Onehour Bearing Wall Construction (16-inch Stud Spac- ing), Gold Bond plain %-inch thick Firc-Shield Type X Gypsum Wallboard is applied in either a horizontal or vertical positian to each face of 2-inch by 4-inch studs spaced not more than 16 inches wallboard is nailef to all studs with 1%-inch long, %-inch head on center. Blockin is installed at mid-height of the walls and the diameter 5penny cement-coated cooler nails spaced 7 inches on, center. The %-inch thick vinyl surfaced (Durasan) Type X wallboard has beveled, square or tapered edges with exposed joints and nail- wallboard construction using %-penny cement-coated Cooler nails heads and is installed in a manner similar to that for the plain 1% inches long. There are no horizontal joints. of Gold Bond %-inch Decihnn Sound Deadening Board applied An alternate method of construction provides for an undercourse vertically or horizontally to the wood studs with 6-penny nails spawl 12 inches an center along vertical edgcs and 30 inches on center to intermediate studs before the finish layers of %-inch Fire-Shield Wnllhoard are npplied. Nails used to apply the face layer of %-inch Fire-Shield Board are 7-penny hnx or cooler nails spaced 7 inches on center staggered from sound hoard nails. B. One-hour Bcnring Wall Construction (16-inch Stud Spac- ing): The one-hour load-hearing partition consists of %inch by 4- base layer of %-inch thick regular gypsum wallhoard applied ver- inch studs s aced 16 inches on center fad nn each side with a center slang vertical edges and an intermediate framing members. ticnlly and attached with 4-penny box nails spaced 12 inches on A face la er of %-inch Fire-Shield plain or vinyl surface gy sum wallhoarYis installed vertically and is laminated to the hase?ayinyer with %-inch diameter beads of joint compoond spaced 2 inches on center. In addition, the face layers are attached along the top and bottom edges with 6-penny box or cooler nails spaced 6 inches on center. Joints in the face and base layers of wallboard are stng- without adllesive with 6- cnny box or cooler nails spaced 7 inches gerrd 24 inches. As an alternate, the face laycr may be attached on center along rdges an$ at intermcdiate framing members. inc): The partition construction consists of 2-inch hy 4-inch nomi- C. One-hour Boaring Wnll Construction (24hch Stud Spas- nnl strcas-eraded wood studs spaced 24 inches on center, fire- stopped at mid-height and fa&d on each side with B layer of %-inch thick Gold Bond Fire-Shiclrl Type X Gypsum Wnllhonrd. The walllaard is applied horizontally with the long dimension at r;nht nnder to the st& and is sttachcd with l%-inch Ionc. %- ~.”.~. ..~~”~.. .~ ~ ~ .~ ~ inch head diameter, &penny cement-mated cooler nails speed 7 inches on center along vertical joints and at intermediate supports. All joints are covered with Gold Bond Tape Joint System consisting of joint tape and three mats of joint compound. Nailheads are covrrrrl with two mats of compoond. of (:oh1 Bond ’,-inch Decihnn Soun<fDcadcning Baarrl applicd An nltrmntr rnethod of construction rovicles for an undcrconrsc vcrtically or horizontally to the wood studs with 6-penny nails spaced 12 inches on center along vertical edges and 30 inches on wnter to intermediate studs before the finish layers of %-inch Fire- of %-inch Fire-Shield Board are ‘I-penny box or moler nails spaced Shield Wallboard are applied. Nails used to opply the face layer 7 inches on Center staggered from sound board nails. A second alternate method of construction involves %-inch Fire-Shicld plain, Durnsan or Monolithic Durasan surfaced sum wallboard applied vertical1 to the wood studs with a% inch diameter bead of Gold BanJMC (modified contact) adheslve along intermediate studs and with 6d cooler nails spaced 7 inches on center along vertical edgcs. Joints of plain surfaced wallboard arc covered with ‘oint tape and joint compound; Monolithic Dura- san joints are leveled with joint compound and covered by Durasan flaps and standard Durnsan joints may be left exposed. D. One-hour Bcaring Wall Construction (1G.imh Stud Spac- ing): The partition construction consists of 2-inch by &inch nomi- nal wood studs spaced 16 inches an center, firestapped at mid- height and faced on each side with steel resilicnt furring channels and a layer of %-inch Fire-Shield Type X Gypsum Wallhoard. The hst-shaped ,022-inch thick galvanized steel resilient furring chan- nels are ‘h inch deep hy 2% inches wide and have expanded legs to provide resilience. The channels are applied horizontally over the wood studs, spaced 24 inches on center and are attached with horizontally and is attached along longitudinal edges to the furrin 1%-inch GWB-54 nails. The %-inch Type X wallhoard is applied channels with 1-inch long No, 6 self-drillin d wall screws space SI 12 inches on center. Six-inch wide strips ofwa?;board are instded behind unsu ported vertical butt joints and are attached b Type G 1%-inch srywall screws spaced 12 inches on center. All joints are covered with Gold Bond Tape Joint System consisting of joint tape and joint compound. Screw heads are covered with joint compound. applied to one side of the partitian and the other face may have As an alternate the furring channels and wallhoard may be the wallboard attached directly to the studs as described above. E. Onehour Bearing Wall Construction (Douhle Row Studs): Two parallel partitions arc erected spaced not less than 1 inch apart, constructed of nominal 2-inch by 3-inch or 2-inch by 4-inch wood studs spaced 16 inches on center in each partition and stag- gcred 8 inches from one row of studs to the next. When re uired, the intervening space between stud frames is firestoppea with strips of mineral wood insulation. In this assembly. Gold Bond Gypsum Wallboard are applied to the face of each of the two %-inch Decihan Sound Deadening Board and %-inch Fire-Shield rows of stnds in the same manner as described for the first one- hour partition. ing): The exterior wall construction consisk of %inch by 4-inch F. Onehour Bearinc Wall Construction (16.inch Stud Spae nominal wood studs spaced not more than 16 inches on center with blocking installed at mid-height. On the exterior side standard ‘h- inch gypsum sheathing is applied horizontally (2-foot wide sheath- ing) or vertically (4-foot wide sheathing) with 1%-inch galvan- ized roofing nails spaced 8 inches on center and covered with 36- inch Gold Bond Woodrock Clapboard (6-inch to 12-inch widths) applied horizontally with not less than I-inch headlap and at- nhovc the bottom edgc of the sidmg at each siding stud intersec- tached to the studs with 8d galvanized siding nails spaced % inch tion. As nn nlternnte the sheathing is covered with incombustible %-inch Gold Bond Woodrock Panel Siding (4 feet wide hy 8 to 12 feet) ap lied vertically and attached with Gd galvanized siding nails space84 inches on centcr along all edges and 12 inches on center into intermediate studs; vertical joints covered with Wood- rack batten strips ( %-inch by l%-inches) attached with 8d gal- vanized siding nails spaced 12 inches on center. Interior side is surfaced as described above in the first one-hour bearing wall listed including specified alternates. G. Two-hour Bearing Wall Construction (16-inch Stud Spac- ing) With RF Resilient Furring Channels: The construction con- sists of 2-inch by 4-inch nominal wood studs s aced 16 inches on ccntcr faced on each side with two layers of %-inch Fire-Shield Ty o X Gypsum Wallhonrcl. On one side, the gypsnm wallboard is fjistened dircctly to the shds as specified for partition No. 78, Tnhlo No. 43-0, Uniform Building Code. On the other side RF resilient furring channels and the hase laycr of gypsum wallhonrd joints and screw Kea& are ex osed. A face layer of %-inch Fne- are installed as s ecified ahovc for partition No. (D) except !he Shield Type X Gypsum Walfhoard is applied with joints stag- gered from tho base layer joints and secured to the RF resilient ..: .!,-.> 1 ..,~ ~~~~ ~~ : Page 2 of 2 Report No. 1352 ,-.. ~ ‘\.J I furrin channels kith 1 %-inch long Type S drywall screws spaced ered by Cold Bond Tape Joint System. When desired, glass fiber 12 in&- on center. Face layer joints and fastener heads are cov- or mineral wool insulation may be installed in the stud cavities. H. One-hour Floor or Roof Construction: The wooden floor or raof is constructed as set forth in Table No. 43-C of the Uniform Building Code for one-hour fire-resistive construction. The %-inch Type X wallboard is applied to the joists with 1%-inch Ion 6 penny cement-coated cooler nails havin a head diameter of: the Gold Bond Tape Joint System. inch and spaced 6 inches on center. At joints are covered with An alternate method of construction provides for an undercourse of Gold Bond %-inch Decihan Sound Deadening Board applied to joists and with all edges su porte$ by joists or nomina1 2-inch by the wood joists with long edges arallel or perpendicular to the 2-inch nailers. Nails shall & No. 11 gauge 1%-inch alvaniled roofing nails spaced 6 inches on center along joists an3 8 inches on center along nailers. Nails used to apply the face layer of staggered from the sound board nails. Gold Bond Deciban Sound 56:inch wallboard are 7-penny spaced 6 inches on center and Deadening Board also may be used in this assembly under the sub-flwring or finished flooring in accordance with Section 1705 ( 4) of the Code. I. Two.hour Floor or Roof Construction: The wooden floor or Building Code (Footnote 14). A base layer of %-inch Cold Bond roof is constructed as set forth in Table No, 43-C of the Uniform Super X Fire-Shield Gypsum Wallboard is applied perpendicular to the wood joists and attached with 6d cement-coated cooler nails spaced 7 inches on center. Gold Bond RF (Resilient Furring) Channels as described above, spaced 24 inches on center (12 inches on center at butt joints) are B plied over the base layer per channel-joist intersection. A face la er of %-inch Gold Bond wdlbwrd and attached to the joists witl two 8d coated cooler nails Super X Fire-Shield Cy sum WallboarJis installed erpendicular to the RF Channels anjattached to them with 1-in8 self-drilling clrywall screws spaced 12 inches on center. Joints and screw heads covered with joint compound system. Gold Bond Fire-Shield Type X Gypsum Wallboard. As an alternate the base and face plies may consist of %-inch quired. Gold Bond Kolorpin painted nails are provifed for the Nan-rated Construction: Where a fire-resistive ratin is not re- attachment of %-inch and %-inch thick Durasan wallboard to wood sumorts. The %-inch thick board is fastened to vertical surfaces yith l%-inch-long .066-inch shank diameter, ,135-inch head diameter nails spaced 8 inches on center. The %-inch hoard is fastened with I%-inch long, ,086-inch shank diameter, ,135-inch head diameter nails spaced 8 inches on center. Gold Bond Fire-Shield Type X,” “%-inch Gold-Bond Fire-Shield Identification: The wallboard is identified by the words “%-inch printed along one or both long edges of the face side. Type X or “%-inch Gold Bond Super X Fire-Shield” repetitively The Sound Deadening Board is identified by the words “Gold each piece. Bond Deciban Sound Deadening Board” printed on the face of The Woodrock Clapboard is identified by this name which is printed on each carton of the material. The siding panels are normally shipped loose and any no identification. ~~ floor systems are submitted. 111. Evidence Submited: Fire tests covering both wall and IV. Recommendation: That the types of construction described ’ Recommendation in Part I1 of this report are satisfactory alternate types of con- struction to that specified in the Uniform Building Code for use where onphour iire.resistive construction is required provided1 1. That %-inch and %-inch Gold Bond FireShield Plain, Vinyl Surfaced Durasan, Monolithic Durasan (Type “X”) and Super X Fire-Shield Gypsum Wallboard he considered as in- combustible and Class I finish material. -., 2. The onehour partition with studs spaced 24 inches on center and the partition with %inch by 3-inch studs are constructed , ” with stress-graded lumber in accordance with the rewire- ments of Chapter 25 of the Code. 3. Gold.Bond Kolorpin nails are used where a fireresistive time period is not required. This recommendation is subject to PMUI reexamination. I ,’ J. One.hour Ceiling Construction: A ceiling constructed in a manner identical to that described above for the two-hour floor or ceilinu ioisb. lower chords of Ditched or Bat roof trusses, etc., roof system may he installed to any suitable woad framing, such as ~~ ". 4 A . j.l SAN DIEGO COUNTY ZONING ADMINISTRAT ' 207 San Diego County Administration Center San Diego, California 92101 Phone: 239-7711, Ext. 1339 TO : John D. IIcnderson Dated: October 22, 1971 NOTICE OF DECISION OF THE ZONING ADMINISTRATOR This is to notify you that on October 15, 1971 , your application for a variance , Application Numller 1-3 was *anteii by the Sm ago gounty 7nnin: Adrnixk%ator as more Darticularlyset forth in thc'attachetl Decision of thc 2,on- ing Administrator. Your attention is called to Sections 707.2, 707.3 and 707.4 of the Zoning Ordinance (Ordinance No. 1402 (New Series), as amended) relating to the right to appeal to the Board of Supervisors. In substance these sections provide that theonlv persons thatmay appeal are the applicant or the persons shown bythe attached Decision to have protfsted at the hearing before the Zoning Administrator or in writing prior to said hearing. The Decision of the Zoning Administrator becomes final on November 2, 1971 unless prior to that date you or a protestant files in the office of the Zoning Administra- tor a written appeal to the Board of Supervisors accompanied by a fee of $25. Filing of appeal will stay the Decision of the Zoning Administrator until a new hearing on your application will bc held by the Board of Supervisors. If there were no protests at the hearing before the Zoning Administrator, and you do,not desire to appeal, you may con- sider the Dccision of the ZoninS Administrator as final now. If the Zoning Administra- tor granted a variance o'r special use permit and no appeal is taken by the applicant or a constitute the variance or special use permit granted by the Zoning Administrator. protestant and as a consequence said decision becomes final, the attached decision shall I certify that on October 22, 1971 Decision of the Zoning Administrator together with the Decision of the Zoning Adminis- a copy of the foregoing Notice of trator referred to therein were filed in the office of the Zoning Administrator and a copy thereof mailed to the applicant at the address shown on the application. Robert~J. Jantsch Zoning Administrator Y 207 San Diego County Administration Center ?hone: 239-7711, Ext. 1339 San Diego, California 92101 Application For Variance Name of A3plicant J0.m D. Henderson LWatiOn of PrOPCrty Worth side of Altisma Way. east of its intersection with Application Number V71-360 .. . . Alicante Road Property In R-3 Zone, Southeast Carlsbd Zoning District. . ~ DZCiSlON OF TH3 ZCINING ADI4INlsTilATOR ON October 15, 1971 -" Crmt, in s%bsta?.tial accord with the plot plan, reduction in side yard (east) setback s'rm 10 feet to 5 feet for 7 of 22 proposed two-story townhouses. Specizl Clrc:.zxstmces: The building walls do conform to the setback requirements, __ ". - . " -;:? i...., ..".i^ .--ince request pertains only to a second story projection of liviw rom hdCG:: l-1 . . - bffc!-:-. .' ' I- .,- r 7. Veriance: As @;ranted, this veriance will not have any adverse -. ~ ~~ effects a s-wrounCiing properties. This vsl-<anPe expires 0- 15. 1977 unless construction and/or use in reliance on it has started, or unless an extensio-. previously has been granted by the Zoning Administrator. I certify tYt tre foregoirg Decision was duly adopted by the Zoning Adminis- Robert J. Jantsch Dated: October 22, 1971 Zoning Administrator . -2 a ?J 3 R 3 'A SAN DIEGO COUNPY ZONING ~MlNETREOR 207 San Diego County Administration Center San Diego, California 92101 Phone: 239-7711, Ext. 1339 Application For Variance Application Number ~1-360 Name of Applicant John D. Henderson Location of Froperty North side of atisma Way. east of its intersection with Alicante Road Property in R-3 Zone, Southeast Carlsbad Zoning District. . DECISION . OF __ THE ZONING EDXIS;TRATOR ON October 15, 1971 Grant, in substantial accord with the plot plan, reduction in side yard (east) setback frm 10 feet to 5 feet for 7 of 22 proposed two-story townhouses. ~- .. . . Sgecial Circmstances: The bcilding walls do conform to the setback requirements, and the vzrimce request pertains only to a second story projection of living roam balconies. Effect c.? Granting Varitince: As granted, this variance will not have arry adverse effects on surrounding properties. "_ ." - - .. "_ This vsrlaacp or? . unless construction and/or use in reliance on itwor unless an expires extension previously has been &rante3 by the Zoning Administrator. I certify that the foregoing Decision was duly adopted by the Zoning Adminis- trator on October 15, 1971. Robert J. Jantsch Dated: October 22, 1971 Zoning Administrator ! ". 4 Total Fixture Units: 2.5 - " 25 F. U. (8 G. P.M. - 18 0. P.M. X' METER Water Pressure at Meter too. 00 P.S.I. METER LOSS 7.00 P.S.I. ELEV. LOSS (x -43) l0,OO P.S.I. WATER SOFT. LOSS - P. s. I. FLUSH TANK MINIMUM B.00 P.S.I. Pressure Loss per 100: 75. -0 P. s. I. -5 04 -- Total Length from Meter to Most Distant Fixture - -J5;';no x I <:30 c 25.6 P.S.I./lOO' " '3- 1-1/21' 4 PIPE SIZE G.P.M. F.U. PIPE SIZE G.P.M. F.U. 30.F " - 1/2 " 6 2- 3/41' 1 " '7- G ":. ?1-2 Y - 2-1/21' " (LL 2 " l-1/4" - 3 " Submitted Cy: KITZMAN'S PLUMBING & HEATING, INC. 6940 Alvarado Road, La Mesa, CA 92041 Phone: 466-0571 .. ? .......... ................. *i.. .... .......A_ - - .# -. ... .. .. . . " . ,~., . ". ,.. ~. .. ............ .................... ........... . ., , . ....... ............... ... ... ~ ^.. I .i * ..... ..... ... ...... - ., ... .. .. ! .... .. ., . 4 ,. .. ...... ... ..._ ..... ". . -. ........ . ..-. ............ .... ~.. ,, ............. -. .............. ........ _. .". ... "" ........ ............... : , ,. .. ....... ... i .~ ....... ........... ........... i ..,..a 1 F": -7 I/ . ." , . .~ . .. i LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Duner's Name: C. A. Larsen Receipt No. 1663 Mailing Address: 3040 Hgncock St. San Diego, Calif. 92110 Job Address : Golf View Terrace, LC Vallev #5, Lot 246. Bldq. A- S3RVICE REQUESTED: COST - __ Phone No. 296-6357 CONNECTION CHARGE for condominiums - (type of building) If a multiple unit building, indicate no. of living units 12 SERVICE LATERAL If service lateral previously installed - No Fee $ 925.00 If service lateral required: SURCHARGE FEE $ 650.00 Check size lateral required: 1 Amount Rec'd $ 1803.00 I (4 ") - (6 ") _?i_ Other I How Paid Ck. # 269 I 200.00 Saddle connection required: Yesx No- 1 - .. 3 .I 'b.,',,J.'& 1 ,$ 1803.00 Date paid April 28, 1972 Rw;d y: Helen C. 'Wise 28.00 ~.- I*. ,* j_, TOTAL CHARGES The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted: If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection -line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and it must be insoected and aumoved by .4be District before the sewer system may be used bv the applicant. The applicant, or his authorized rep- resentative, must notify the District at the time inspection is desired, Any connection made to the service lateral or collection line without prior approval and inspection by the District will be considered invalid and will not be acknowledged. After connection is complete, the property described above is subject to a monthly sewer serv- ice charge. The rate will be governed by the use of the property - residential, commercial, or multiple dwelling. Non-payment of the sewer service charge is subject to a S%'penalty per month, plus disconnection if necessary. The undersigned hereby agrees that the above information given is correct and agrees'to the c3nditions as stated: ___ LEUCADIA COUNTY WATER DISTRICT APPLICATION €OR SEWER SERVICE Owner's Name: C. A. Larsen Receipt No. 1665 \.;ailing Address: 3040 Hancock St. San Dieso. Calif. 92110 __ Phone No. 296-6352 J& Address: Golfview Terrace ' uilding S3RVICE REQUESTED: COST If a multiple unit building, indicate no. of living units SERVICE LATERAL If service lateral previously installed - No Fee If service lateral required: SURCHARGE FEE $ 100.00 Check size lateral required: Amount Rec'd $ 200.00 Date Paid April 28, 1972 (4")- (6")- Other Saddle connection required: Yes-No- ReE;$,py... ( f ,/ Helen C.' Wise TOTAL CHARGES ,-- $ 200,.:00 The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted: ,If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main col1ection:line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and it must be insaected a-nd aaaroved bv-the District before the sewer system may be used by the applicant. The applicant, or his authorized rep- resentative, must notify the District at the time inspection is desired. Any connection made to the service lateral or collection line without prior approval and inspection by the District will be considered invalid and will not be acknowledged. After conn'ection is complete, the property described above is subject to a monthly sewer serv- ice charge. The rate will be governed, by the use of the property - residential, commercial, or multipie dwelling. Non-payment of the sewer service charge is subject to a 5%'penalty per month, plus disconnection if necessary. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated: ..... DISTRICT FLOOR AREA -VALUE County of San Diego BUILDING INSPECTION DEPARTMENT q==/wz U&L/* @&p JRIGINATING LA MESA d I SITE INVESTIGATION FORM OFFICE VISTA FOR , LA MESA d VISTA WOOD FLOOR 0 CONC. FLOOR^ NEW CONSTR.~ ADDITION 2 MOVEON COUNTERMAN MAP REFERENCE ZONE CROSS REFERENCE 1 - 71 DATE OWNER'S ADDRESS 6 s-go 2 i ~?dhd b /./a. OWNER'S PHONE 286 -%//I 5#d B' < /.E&'(] PERSON IN CHARGE OF CONSTR. OCCUPANCY: A h@l J 12345 REMARKS: . PHONE PROPOSED USE o BUILDING R A TION: (ETCH OR INSTRUCTIONS FOR LOCATING SITE Examine Site for: Grading Plan Application 0 Senior Inspector received this on PRE-CONSTRUCTION REPORT 1. Soils Report: Obvious fill. .......................... Yes No Obvious clay. Yes No Does material appear to be expansive Yes No Slope weater than 5% ..................... Yes No Appears grading will be required I100 yds. +) ......... Yes No . ......................... 1 ............ 2. Sie Report: 3. Flood Hazard Report: Located in flood area. ..................... Yes -. Nq Located in local watwcourse .................. Yes No GRADING PERMIT APPLICATION - REPORT 1. Does the plan agree with the site? .................................. No 2. Does expansive soil appear to be a problem? ............................ Yes 3. Does the plan povide for proper drainage? ............................. No 4. Does the location appear to be in a flood plain or watercourse?. .................. Yes 5. Does there appear to be danger to existing or adjacent structures? ................. Yes 6. Does th? cut and fill appear to be balanced?. ............................ No 2. Does it appear that the work will invade adjacent properties?. ................... Yes .nrpeaor: b!L& Rec'd this on Date reported to Senior Inspector lo-I&-~t Date of Insp. 1 b/g- 7, 17 SEE REVERSE SIDE FOR NOTES VIA Telephone Radio 0 C. A. Lorsen Construction Co. 3040 Hancock Street BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS FOUNUATIONS S&N DIEGO. CALIFORNIA 92115 6741 EL CAJON BOULEVARD San Diego, California 921 10 3-96 -L35-9 Subiect: Roiect No. 72-5-17D (Purchase Order No. 8542) Final Report on Compacted Filled Ground Lot 246 AI tisma Way La Costa Volley Unit No. 5 Son Diego County, California Gentlemen: This is to report the results of tesk and observations mode in order to inspect the compaction of filled ground placed on a portion of Lot 246 of Lo Costa Volley Unit No. 5, Son Diego County, Compacted filled ground had previously been placed on this lot during the grading of this sub- division and the results of tesk and inspections made during this initial grading period were presented in our report of Proiect No. 70-5-1 lD, dated November 4, 1970. The approximate area and depths of filled ground placed under our inspection in accordance with the approved specifications ore shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground was prepared by Rick Engineering Company, and revised January 21, 1972. The approximate locations at which he task were taken ore shown on the attached Drawing No. 1, and the final tart rasulk are presented on page 3, under the "Table of Test Resulk." The labomtory determinations of the maximum dry densities and optimum moisture contenk of the major fill materials ore presented on page 3, under the "Laboratory Test Resulk." The tests wre taken on the dotes indicated below: .. California. The fill was placed during the period between May 18, 1972, and May 23, 1972. Test Number 1 2 to 5, inclusive 6 to 9, inclusive Dote May 18, 1972 May 22, 1972 May 23, 1972 Project No. 72-Cl7D -2- C . A. Lanen Construction Company June 5, 1972 The final resulk of tesk and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, hove a safe bearing value of 2500 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below an 8 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compocted filled ground slopes. Expansive sandy clay and clay soils were placed in the compacted fill area and it is recommended that the following special design and precuations be taken for footings ond slabs constructed on these soils in order to minimize the effect of the potential expansion: 1. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. 2. Reinforce and interconnect continuously with steel ban all interior and exterlor footings with a minimum of two #4 ban at 3 inches above the bottom of all footings and two #4 ban placed 1 1/2 inches below the top of the stems of the footings. 3. Reinforce all 4 inch concrete slobs within living oreas with a minimum of 6 x 6 - 6/6 welded wire fabric and provide 2 inches of sand over a 6 mil Polyethylene moisture barrier that in turn is underlain by a base layer of at lest 4 inches of 3/4 to 1 inch size crushed rock. 4. The 4 inch garage slabs should be reinforced by a minimum of 6 x 6 - 6/6 welded wire fabric and these garqe slabs should be separated from perimeter footings by 1/2 inch thickness of construction felt or equivalent, to allow independent movement of gorge slabs relative to perimeter footings. Assure complete seporotion by extending the construction felt over the full depth of the front thickened edge of the garcge slab. Cut off garage door stops at least 1/2 inch above the gorge slab. The base layer beneath the garage slabs shall be 4 inches of 3/4 inch to 1 inch size crushed rock. 5. Provide positive draincrge away from all perimeter footings with a fall of at lest 6 inches in a horizontal distance of 5 feet outside the house walls. ReJPectfully submitted, BENTON ENGINEERING, INC. R. C. Remer Addressee Rick Engineering Company Son Dieao County. Vista BENTON ENGINEERING. INC. C. A. Lorsen Construction Company Project No. 72-54 7D -3 - Tart No. 1 2 3 4 5 6 7 8 9 Depth ** of Fill ot lest in Feet Processed Surfoce Soil Processed Surfoce Soil 1 1 1 2 2 3. 3. TABLE OF TEST RESULTS Maximum Field Dry DlY % dry wt Ib/cu ft Ib/cu ft 19.2 98.0 115.5 14.6 104.2 115.5 17.8 110.9 119.1 16.1 103.5 115.5 17.5 104.5 115.5 16.3 110.1 119.0 16.8 109.1 119.0 15.5 102.9 114.0 16.7 104.5 115.5 Moistum Density Density * Finished Grode ** lndicotes depth of fill placed during this grading period LABORATORY TEST RESULTS June 5, 1972 Percent Compaction Remarks 84.9 Reworked 90.4 Check on ‘1 92.9 89,6 Reworked 90.5 Check on f4 92.6 91.7 90.2 m. 5 The mmimum dry densities and optimum moisture contents of the major fill moteriolr os deter- mined by the A.S,T.M. D 1557667 method, that uses 25 blows of a 10 pound ranmr falling from o height of 18 inches on eoch of 5 layers in o 4 inch diomter 1/30 cubic foot compaction cylinder, ore prersnted os follows: Soil Description Maximum Dry Density Ib/cu ft Groy-brown very fine sandy cloy 115.5 Groy-brown fine to coarse randy clay 119.1 Groy-brown clayey very fine to fine sand 119.0 Dork gray cloy 114.0 Optimum Mois- ture Content % dry wt 13.7 12.5 13.5 16.1 BENTUN ENGINEERING. INC. c Proluct No. 12-5-1 7D I) , c. A. Lorsen Construction Company Test No. ’ 1 2 3 4 5 6 7. 8 9 TABLE OF TEST RESULTS Depth ** Maximum of Fill F ield Dry Dry at Test Moisture Density Density in Feet % dry wt Ib/cu ft Ib/cu ft Procewd Surface Soil Processed Surface Soil 1 1 1 2 2 3. 3’ 19.2 14.6 17.8 16.1 17.5 16.3 16.8 15.5 16.7 98.0 104.2 110.9 103.5 104.5 110.1 109.1 102.9 104.5 115.5 115.5 119.1 115.5 115.5 119.0 119.0 114.0 115.5 June J, IY/L Parcent Compaction Remark 84.9 Reworked 90.4 Chock on #1 92.9 89.6 Reworked 90.5 ’ Checkon #4 92.6 91.7 90.2 90.5 ., Finished Grade ** Indicates depth of fill placed during this grading period LABORATORY TEST RESULTS : 1 ’ I The maximum dry densities and optimum moisture contents of the major fill materials as detor- mined by the A.S,T.M. D 1557-66T method, that uses 25 blows of a 10 pound rammer fs;!,tlrg from a height of 18 inches on each of 5 layers in a 4 inch diamter 1/30 cubic foot compbition cylinder, ore prereMd 01 follow^: I , .;> , ,i Maximum Optimum his- Dry Density ture Content Soil Description ., Ib/cu ft % dry wt Groy-brown very fine sandy cloy 115.5 13.7 Gray-brown fine to coarse clay 119.1 12.5 Gray-brown cloyey very fine to fine sand 119.0 13.5 Dark gray clay 114.0 16.1 ” ” I I 1~. . A. LOIS~I!~ Lolrrtructiorr Cocnp~y The final results of tesk and observations indicate that the compacted filled ground hos been placed at 90 percent of the maximum dry density or greater. It has been determined thot the :i' fill materials, compacted to 90 percent of the maximum dry density, have o safe bearing volue ' . of 2500 pounds per square Foot for one Foot wide continuous footings founded at a minimum depth and placed five feet or mare inside the top of compacted filled ground slopes. If faatinp are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below an 8 horizontal to 1 vertical line projected outward and downward fmm a point 5 feet horizontally inside the top of compacted filled ground slopes. ' Expansive sandy clay and clay soils were placed in the compacted fill area and it is recommended that the following special design and precuations be taken for footings and slabs constructed on these soils in order to minimize the effect of the potential expansions , ' 1. ' . Use contlnuaus interconnected reinforced footing$ throughout, and plac&theso at a minimum depth of two feet below the lowest adjacent exterior final ground surface. 2. Reinforce and inbarconnect continuously with steel bars all interior and exterior footings wlth a minimum of two l4 ban at 3 inches above the bottom of all footings and two f4 bars placed 1 1/2 inches below the top of the stem of the footings. i , 3. ! '1 ,; 4. I Reinforce all 4 inch concrete slabs within living areas with a. minimum of 6 x 6 - 6/6' welded wire fabric and provide 2 inches of sand over a 6 mil Polyethylene moisture barrier that in turn is underlain by a base layer of at least 4 inches of 3/4 to 1 inch size cruslled rack. The 4,,inch garage slabs should be reinforced by o minimum of 6 x 6 - 6/6'welded wire fabric and these garage slobs should be separated from perir:,eter footings by 1/2 inch thickness of construction felt or equidldit, to allow independent movement of garage slabs relative to perimeter footings. hure complete seporotion by extending the constwction felt over the full depth of the front thickened edge of the L it& slab. Cut off garage door stops at least 1/2 inch above the gar+ slab. The base layer beneath the garqge slabs shall be 4 inches of 3/4 inch to 1 inch size crushed rock. -/" "" -&-.~ ~ 5. Provide positive drainage awy from all perimeter footings with a fall of at le&t 6 inches in a horizontal distance of 5 feet outside the house walls* Respectfully submitted, BENTON ENGlNEERI%, INC. Dish; (2) Ndmqee (1) Rick Engineering Company (2) Son Diqp County, Vista R. C. Remer i I, JUN - 7 1972 Reviewed by . RCR/PHB/ew Public Works Agena DINTON .NOINIIIINO, IN61 .. I)E~".NT OF BUllDlHG INSHS7 L 1 1 \ \ \ In51cotes Approximate Locotmn of Cornpocted i11lrd Ground ,-:- Indicates Approxmote Cut -Fill Lme _._.- Indlcotes Approxmate Top of Compacted Fill Slope lndrcotes Approximote Toe of Cmpocted Fill Slope 0 /nucotes Approxlmote Verttcol Depth of Fdl 0 lndrcotes Approxlmote Location of Field Densfty Test BENTON ENGINEERING, INC. SAN DIEGO, CALIFORNIA \ \ LOCATION OF COMPACTED FILLED GROUND \ \I fOT 246 I] LA COSTA VALLEY UNIT NO. 5 PROJECT NO. I DRAWING