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Home My WebLink About2408 LA COSTA AVE; ; 78-4105; Permit- . _.. ,..-. - .. . .. . MODE,..\.N0. AA . . . . BUILDTN", G iTERMIT APPLIC lION . City of'CARLSBAD, CALIFORNIA 92008 ..-, App/ic it rQpiete numbered spaces only. Phone 729-1181 Permit No. JOB ADDRESS . . LA CQ74 - ASSESSOR'S PARCEL NUMBER - . ________ AL 1DLEE5G R. I LOT NO, . BLE TRACT otrrt4 tui'r' ( CE ATTACHED SHEET) BOOK PAGE PAR. OWNER MAIL ADDRESS ZIP PHONE 2 _MR__JPRE __W1LLAMS 475 JgQ 5 S4 _flC(O CONTRACTOR MAIL ADDRESS . PHONE STATE LIC. NO CITY LIC. NO. O1NeA ½ occ.p'.- . ... ARCHITECT OR DESIGNER MAIL ADORES? / PHONE . LICENSE NO.1 4 AR<32i__ JoW 2c37 4-51-1Z17 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 JMM F.Sr L^ Jou.& 4w7 COMPENSATION INS. CARRIER • MAIL ADDRESS BRANCH 6 USE OF BUILDING' I 4 NO. BORMS NO. BAS 8- Class of work: 'EW ADDITION U ALTERATION 0 REPAIR ' El MOVE . 0 REMOV 9 Describe work 4N4.E FAML( 5jJ i2L'gV C' 4 "1 761 10 Change of use from .• . Change of use to . 11 Valuation ofworI __$ __ / PLANCHECKFEE /')P.4ITFEES SPECIAL CONDITIONS: Type of /7,. Const. Group MICRO FILM FEE - - Size of Bldg. (Total) Sq. Ft. No. of ' Stories Max. 0cc. Load ir Fire Zone Use ' . Zone Fire Sprinklers Required Lives ElNo APPLICATIOFACCEPTED BY. aJ$lt1f(JO PLANS CHECKED BY '-', APPROVED FOR ISSUANCE BY - PARKING SPACES _ . No_of N OFFSTREET o DATE ____..-•. __OATE _J ., Dwelling Units Covered {Sq. Ft. Open NOTICE 7 Special Approv -als -Required Received Not Required PLANNINGDEPT. EPARATE PERMITS-ARE REQUIRED FOR ELECTRICAL!,'PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTHDEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. FIREDEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF. SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- OTHER(Specify) MENCED, ENGINEERING DEPT _. . I I I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER DEPT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN. OR OR NOT, THE. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ' ( -:; _7 CONSTRUC11TION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR ALIT7 liED AGENT. (DATE) /. WHENROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION . CK. M.O.- CASH PERMIT VALIDATION CK. M.O. CASHF '11/. •) - . - TOTAL FEES .....-.- .... INSPECTOR -P. - • '76 LpnC5 INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING_S FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL, EXT. LATHING -. MASONRY 01K FINAL I ' USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. REQUEST FOR I ,. 4PECTION TIME:_________ 77-t5q. INSPECTOR 1D PERMIT NO. 79_217 DATE:______________ OWNER .QA/t)R 1Thf lAM c ADDRESS 20R LA CoSTA BUILDING ELECTRICAL 0FOUNDATION Li REINFORCING STEEL /yk Li TEMPORARY SERVICE Li MASONRY LI ELECTRIC UNDERGROUND LI GROUT - GUNITE Li ROUGH ELECTRIC Li FLOOR AND CEILING FRAME OOL BONDING Li SHEATHING Li ELECTRIC SERVICE Li CEILING HEAT Li EXTERIOR LATH Li INSULATION Li SMOKE DETECTOR Li INTERIOR LATH OR DRYWALL CK FINAL FINAL I PLUMBING I Li UNDERGROUND PLUMBING - Li UNDERGROUND WATER Li ROUGH PLUMBING Li TOP OUT PLUMBING Li SEWER AND PL/CO Li TUB OR SHOWER PAN Li GAS TEST Li WATER HEATER 1 FINAL I MISCELLANEOUS I Li PLENUM AND DUCTS Li COMBUSTION AIR Li PATIO Li SIGN Li GRADING Li DRIVEWAY Li CONDITIONED AIR SYSTEMS Li REFER PIPING FINAL READY FOR INSPECTION: XMONDAY 0 TUESDAY DWEDNESDAY .HURSDAY 0 FRIDAY DA.M. 4Lf 0 P.M. SPECIAL INSTRUCTIONS REQUESTED BVA jt/" OB _PHONE NO.______________ PERSON TAKING REPORT_________________ COR FRECTION NOTICE' CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT INSPECTOR PHONE - 438-5525 Note: Final Inspection Required L C2S jL TIME: if DATE: Of BUILDING FOUNDATION REINFORCING STEEL MASONRY GROUT-GUNITE FLOOR AND CEILING FRAME SHEATHING FRAME EXTERIOR LATH INSULATION. INTERIOR LATH OR DRYWALL PLUMBING UNDERGROUND PLUMBING UNDERGROUND WATER ROUGHT PLUMBING TOP OUT PLUMBING SEWER AND PL/CO TUB OR SHOWER PAN GAS TEST WATER HEATER ELECTRICAL TEMPORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE .0 UPPER GROUND 0. G.F.I. SMOKE DETECTOR MISCELLANEOUS PLENUM AND DUCTS COMBUSTION AIR 0 CONDITIONED AIR SYSTEMS SOLAR C1 GRADING OPOOL PATIO SIGN 0 OTHER ft6/ThfO64 GO3 PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 Permit No. JOB ADDRESS LEGAL IDESCR.1 . I LOT NO. J I BLK - ITh'RACT I I / OWNER MAIL ADDRESS '(C (4/41/4J LiLf5i ZIP PHONE /M4I/ (4 , 7/,V 7J CONTRACE6R ' /MAIL ADDRESS &147-011 P/iA — a ?,Z//' PHONE 'r STATE LIC. NO. et,'+G.-bIo. 7 y-713--,K ARCH FE T OR DESIGNER MAIL ADDRESS dg,' cA //,/, t, / PHONE LICENSE NO. /4 Iii Aht1 EN G E ER MAIL ADDRE S d4,4 Ie(I 6,i,ik ADD RE'S I PHONE LICENSE NO. / COMPENSATION (NS. CARRIER MAIL ADDRESS 6 BRANCH USE OF BUILDING 1 j,1/, , Alf:44114r 8 Class of work: EN'W El ADDITION 11 ALTERATION LI REPAIR 9 - Describe work: PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) BATHTUB ( LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP. - / DISHWASHER APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVEO FOR ISSUANCE BY. I4 t' IDATE LAUNDRY TRAY CLOTHES WASHER - ff WATER HEATER NOTICE / THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM. MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. - URINAL - DRINKING FOUNTAIN FLOOR—SINK OR DR'AIN'"$ SLOP SINK GAS SYSTEMS: NO. OUTLETS__________ ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS I WATER PIPING & TREATING EQUIP. — WASTE INTERCEPTOR VACUUM BREAKERS - - - LAWN SPRINKLER SYSTEM - SEWER NUMBER CLEANOUTS CESSPOOL SEPTIC TANK & PIT ROOF DRAINS CONTRACTOR AU SIGNATURE OF THON 'CEO AGENT (DA $77f . ISSUANCE FEE TOTAL FEES SIGATU'R OF'OWNER'IIFOWNER BUILDER) (DATE) V WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. 5 M.O. • CASH INSPECTOR ELECTRICAL PERMIT: APPLICATION City of CARLSBAD; CALIFORNIA 92008 Ar. Aoolicant to complete numbered spaces only. Phone 729-1181 Prm It No ? JOB ADDRESS. . . ,Ig X5 8 LEGAL h b . . DESCR 3 LOT NO. OLE. 1 . TRACT /,, f/ SEEATTACH7HEET) E I AD N Pyj '4jc CONTRACTOR MAIL ADDRESS HONE STATE LIC. NO. CITY LIC. NO. ARC TECT OR DESIGN MAIL AD RESS PHONE LICENSE NO. 4?/ /g e/ ENGINE M- I ADD £55 PHONE LICENSE NO. .,' -COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH 6.4,/ê USE OF BUILDING / 1 J24'fii' /iV AnnITION c4 8 Classofwork: NEW -DALTERATION . LJREPAIR 9 Describe work: PERMIT. FEES SWIMMING POOL WIRING, No. Each Fee SPECIAL CONDITIONS: - - - - NO INCREASE IN SERVICE NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE SWITCH ' APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: FUSE OR BREAKER /NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE 1 -, .. - ' . DATE NOTIC-E THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF - CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A - PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- REMODEL, ALTERATION, NO CHANGE MENCED. IN SERVICE, FOR EA. AMPERE OF - - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD• PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. - . • TEMP. SERVICE OVER 200 AMP. PER 100 SIGNATURE CONTRACTOR R AUTHOR D AGENT (DATE) ISSUANCE FEE / 00, - . .-. ... . - .-. ....................• - INSPECTOR SIGNATURE_OF_OW_E(IF_OWNER_BUILDER) (DATE) TOTAL FEES WHEN PROPERLY VALIDATED .(IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION cc. M.O. CASH'-- PERMIT VALIDATION c,c. M.O. CASH S MECHANICAL, ,PERMft -.APPLICATION ... City of CARLSBAD, cALIFORNIA 92008 .. Aøplicant to comølete numbered soaces Phone 729-1181 79 /_ç: )... JON ADOR ESS 29o5 /g rz,,r ,4'e (4 LEGAL 1.0 N B K 1 14 riq ' (LSTTA7SNE ,C OWNER MAIL ADDRESS 24/jf çg y//ç / 4J, ZIP PHONE /fl Jh1(//gf/ j4?s CONTRACTOR MAIL ADDRES PHONE STATE LIC. NO. CITY LIC. NO. AR TECT OR DESIGNER MAIL ODRESS A/c/41k' — — /9 PHONE LICENSE NO. ENGINEER M IL A DRESS F PHONE LICENSE NO. 54g/f /'tr (%ido? (1 Z'vt VAI LENDER MAIL AOORE'S 6% jo g RSNCH I USE OF BUILDING 4/C é- 8 Class of work: ,NEW áADDITION U ALTERATION U REPAIR 9 Describe work: Type of Fuel: Oil U Nat. Gas U LPG. U PERMIT FEES SPECIAL CONDITIONS: No. Type of Equipment - Fee Air Cond. Units—H.P. Ea. $ Refrigeration Units—H.P. Ea. .... Boilers—H.P. Ea. Gas Fired A.C. Units-Tonnage Ea. Forced Air Systems—B.T.U. M_Ea. APPLICATION ACCEPTED BY: PLANS CHECKED BY /1 IAPPROVED FOR ISSUANCE BY: Gravity Systems—B.T.U. M Ea. ....,.. Floor Furnaces—B.T.U. M - - Wall Heater—B.T.U. M - NOTICE j).4V THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME To BE TRUE AND CORRECT. ALL PROVISIONS OF. LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Unit Heters—B.T.U. M - Evaporative Coolers 4 Clothes Dryers - - Ventilation Fan - / ____________________________________ Range Hood - ,_ - Air Handling Unit— C.F.M. Incinerator - - - - - - SIGNATURE 0 CONTRACOPIAO/RUORIZED AGENT (DATE) SIGNA - - ISSUANCE FEE $1 (DATE) .,TOTAL FEES'. WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT ,PLAN CHECK VALIDATION • CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH .c...a...*,........S,..... . S - -- e..._... .. ._. a......t... .._... .... ,_......-......, - :. s, .*....4. .i £.. -.... ... -, -S-. . . ,— _._. - .. - - .. - INSPECTOR N 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 TELEPHONE: (714) 729-1181 April 24, 1978 2408 La Costa -Avenue Plan Check # 77-659 Re-Check 4-24-78 S 1. With retaining walls and excessive openings on a single walls it is necessary that the plans be checked and signed by a California Engineer. He • will need toprepare caics for the building. Two • sets of plans signed and dated in ink by the engineer £( 2.__Reheckiivipg- area . We get 3,07 sq-. ft. not 4,636. Thècovèredporch is not tobe included in the,li.v.ing area • • See SscT 4 CJO1 footing detai-ls It_is.-sti4-l—dtfficu1t-to determine-the types of • 'Site drainage is still not shown. 4AY E GREEN Senio Building Inspector 1-k / tu INRDEPARTMENTAL INFORMATION SHEET I t - INC DEPARTMENT LDING ADDRESS: Ij!flL!JJJJ4 fl'. LANNING DEPARTMENT ZOE___________ 1JTS ALLOWED PkRKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED Voo b.tj a. FRONT SETBACK: I I SID ALLOWED PROVIDED_______________ INTRUSIONS LANDSCAPE & IRRIGATION PLA UNITS P'ROVIIYED PROVIDED________________________ /R@'VDED &PROV IDE D . - 'ø K: REAR SETBACK: 10 (e33 CO S1T .%VIRONMENTAL PROTECTION REQ: SCHOOL FEES: DISTRICT: ADDITIONAL COMMENTS: OK TO ISSUE TE 1-511 /70K TO FINAL ENGINEERING DEPARTMENT q' 7/o4 - R.O.W. INDUSTRIAL _WASTE 'IA— IMPROVEMENTS_______________ SEWER CONNECTION lu GRAZING DRIVEWAY LOCATIONS OKI _________________________ EA SHOs-.J,'4 DRAINAGE__________ LEGAL DESCRIPTION 1j0 L4Cts-rPi-Av_Lc3 _LCS_ ADDITIONAL COMMENTS OK TO ISSUE:-"VV DATE __PW TO FINALJ1W.- DATE'l"25 FIREDEPARTMENT SPRINKLING SYSTEM FIRE PROTECTION EQUIP. r I FIRE ALARMS EXITS___________________ FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK -TO ISSUE: DATE OK TO FINAL DATE rt D Tt'D A n MWAV ATM APPROPRIATE DISTRICTS MET DATE FI.4N0. /16/798084 IOi.DO BP BUILD'1G..PERMIT APPLICTI 4 BL 6/16/79 I000 IL City of CARLSBAD,. CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 .Permit NO.2,'/70 JOB ADD 5/5 Z04 ASSESSORS PARCEL NUMBER LOT NO. BLK p :T?TLEGAL005CR 0 TT-'. BOOK PAGE PAR. OWN E MAIL ADDRESS 4 MONE 2 /i Jii 75-3 CONTRACTOR . MAIL ADDRESS . PHONE STATE LIC. NO. CITY LIC. NO. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. ENGINMR MAIL ADDRESS 5 . PHONE - LICENSE NO. COMPENSATION INS. CARRIER MAIL 6 47J 7ij' .. .. BRANCH USE OF BUI L V. : NO. BDRMS__________ NO. BATHS__________ 8 Class of work: 0 NEW h 'DDITION ElVRATION 0 REPAIR El MOVE El REMOVE 9 Describe work: 10 Change of use from . . . Change of use to 11 Valuation of work: $ . 7 . Q PLAN CHECK FEE $ 1' Z7::~+PERMIT FEE $ SPECIAL CONDITIONS: Typeof Const. Occupancy Group MICRO FILM FEE Size of Bldg. (Total) Sq. Ft. No. of Stories . Max. 0cc. Load Fire Zone Use Zone Fire Sprinklers Required Elves ONO APPLICATION ACCEPTED BY. DATE AW I PLANS CHECKED BY / 'APPROVED FOR ISSUANCE BY OFFSTREET PARKING SPACES: No. INo. Covered Sq. lopen NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING, HEATING,.VENTILATING OR AIR CONDITIONING. THIS PERMIT 8ECOMESNULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SpciaI Approvals Required Received No Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT. - WATER DEPT. SIGNATURE CONTRA TOM OR AUTHORIAGENT (DATE) $4 FWNER (IF U - WHErl'PROPERLv VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH TOTAL FEES $ /0 1- / H- Joe No. STRUCTURAL ENGINIZMR DAr CHARLES H. RICE P4dàcyL.J C,X N0 79- Q c7 V2t4 IAC. T - - - C4'4Z. 71 Sñc7' S)ergA) 44W / . &'4,41e iJ Q ' ta /LQ.- fr3-i.'frzAl , ati 4+ - -- • .c - - --- -- -47 , . DATE________________ JOB ADDRESS 2( LA Ai"E PLAN CHECKER A4Q 0 CITY OF CARLSBAD BUILDING DEPARTMENT 0, (729-1181 ex.48) 0 0 0 ROOM ADDITIONS CORRECTIONS LIST CORRECTIONS CHECKED BELOW ARE TO BE NADE ON PLANS Two (2) identical sets of plans drawn to scale with the following informati o n a r e r e q u i r e d . check' (. ) A. Dimensioned plot plan showing all existing and proposed buildings, setback s , lot.dittensioris, legal description, earth slope and job address. 0 ,• 0 Foundation plan and foundation details. , 1'. Show foundation plans and foundation details. 0 0 ( ) 2. Provide 6 X 6 - 10 X 10 wire mesh in slab, 4" clean sand, vapor barrier, and ' ' •0 ' 0 (2) #4'rebars continuous in footings. ' • 0 Exterior Elevations ( ) 1. Show all exterior elevations. ( ) 2. Show window sizes, doors sizes, and locations. •' ' •,' ' - 3. Show materials used on exterior. , ' 0 , ' , •' 0 (r ) 4. Show roof pitch and roofing materials used. ( ) .5. Show adequate bracing. O • :Framing Sections. Show complete structural framing details, material sizes, and connection / . to: existing building her sizesrafter.sizes, joist sizes). Show materials used ,o1 the terior'- floors, walls, ceiling.',* 0 0 3 Show thermal insulation values as per State law. 4• Providh R-20 insulation in attic of existing building.ir ;73,,5/-'F Wei 5. Two story additions require structural caics for vertical and horizontal loads. ' •0•' '' 0 ' 0 0 ' , , •' ', Floor Plan. Show use of new addition and existing adjacent room(s). ' 0 Show heating provided for new addition. ii ea. EaTRSC.... 7I7t24 e Al-e P&Q (1 ) 3.' Show adequate light and ventilation for adjacent room(s). (5 ) 4. Fireplace: type, clearances required and. ICBO approval number. '( ) . 5. Show dimensions and square footage for room addition(s) and adjacent room( s ) . ( ) '-'6. Provideexterior.lightingat exterior doors. 0 (<) Provide adequate electrical receptacles. ( ) ,,Provide GFI at all outside and bathroom electrical receptacles. (. ) . 9. Show room ceiling and passage way heights. ', 0 ( 0 ) 10. Provide adequate emergency exiting from sleeping rooms. .• ( ) ' . 11.' Provide smoke detectors adjacent to new bedrooms. 0 C) F Check with La Costa, Ponderosa Homes, or Costal Commission for their req u i r e m e n t s . i F Now1:—Ix(s71/./c3. LI44.. Mi 41 '-• . 0 0 , ( tLI(. 1v.4-t& • 4#tA . OL ,S ' v H'" ,i7/xC 7c %Qç)v ' /c.c LnCOStR COSTA DEL MAR ROAD - -:- CARLSBAD, CALIFORNIA 92008 -:- TELEPHONE 714/753-1181 or 438-9111 June 1, 1979 Andre & Constance Williams 2408 La Costa Avenue Cazlsbad, Ca. 92008 SUBJECT: Lot 3 - La Costa South # 1 Dear Mr. & Mrs Williams: This letter is to confirm that the recent grading which encroaches -on our property from the above lot was done with our approval and we have no objections to the situation which exists at the present time.,,However, it must be planted and - irrigated and maintained by the owner of the above lot. S' rely, • ROBERT H. STORK Construction Superintendent LA COSTA LAND COMPANY RHS/bl .•• I1ECEIVED JUN 41919 IT" OF CARLSBAD r,, ,,g Department / ECEIVED DEPAR71WI OP LAND USE AND' ENVIRONMENTAL, REGULATION LAJ JUN 4 j79erttfication of FILL Compaction [or Grading Work 5. P.uthori.ed by .a '. Grading Permit issued by the Department of LUCk 4J Naiiio of Periit t toi /1½/ 3f'i GradfngPermit'No. fi' OZ/OJI ' This report forts for a "minor" grading project is, to be 'cotnp1ted -nd signed by the Registered Civil Engineer (or Architect) who has. been designated on the GiadingP1anand Permit as the Engineer, who will furnish the compaction report 'for work authorized by a grading permit issued by the Dept. of Land Use and Environaintal' Regulation. The intent of the format is to provide information to the Department of L.U.E.R. as to grading compliance with the approved Grading Plan and Permit. Where the questions below refer to location, 'configuration or quantity of cut and/or fill areas, it is understood that your response will not normally be based on an actual land survey or detailed earthwork 'quantity calculations. It8hould be noted,, however, that the Department is particularly concOrned where there are possible infractions with respeèt. to oversteepened slopes, encroachments of required setbacks, uncompa'cted fills placed, or where the quantityof fill placed differs substantially from that authorized. -The Department of L.U.E.R. requires that all fills authorizethby a Grading Permit be copacted to a minimum of 90% of ruaximi.un density with the exception that not more than 1.2" of.iincoiiipacted and untested 11118 inay be dispersed over the Land parcel.. The need to compact all. 1111.s that-ire licyond the present limits of the present proposed construction is to insure that future proposed constructiOn of room additions or swimming poo l.a or similar etructures"wi'll not require that uncompacted fills be removed or recompacted, or that extensive foundation work be installed. . ' ,': ' •''•. Compaction reports will not be accepted unless this form is completed and signed by the registred person. A. COMPATIBILITY WITH GRADING PLAN AND PERMIT 1.. Was the compacted fill placed only in the approximate locations designated on the grading Yea V1 No plan as areas to be filled? 2. id the quantity of fill material placed approximately conform to the grading plan? Yes V' No S;. Does the toe of flU. or the top ui cut appear to encroach within the prescribed setback (1.5' for fill; 3.0' for cuts)? Yea v, No - Were the finished fill, slopes steeper than 2 horizontal to I vertical? Yes No If the fill material was obtained by cuts on the site, were the cuts made in the proper location and to the propet slope approximately as shown on the approved grading plan? Yes V No - Were brow ditches constructed approximately as shown on the grading plan? ,., Yes No - B. LOCATION AND AMOUNT OF.COMPACTiON'I'ESTS I. Have you attached u sketch and data showing the Location and rolatie.ehi'vatloi, for al l compaction ,teets? . Yes z_ ~1411 -- Was a compaction test made go that there is at least one test in each 2' thick lens of .compacted material? ' ' - Yes No As indicated by inspections, observations and compaction test results, ,was the fill, excludinr the top 1.0', compacted to at least 90°' of maximum dry density? Yee No C. , QUALITY OF FILL COMPACTION OPERATION Was the area to receive fill, properly prepared in terms of brush removal, benching, wetting, removal of noncompactod fill or debris and related items? Yes No -, Dees the fill contain detrimentally expansive 80i.I, within 3' of finish rade? Yes Have you attached a copy of your curve showing the relationship between optimum moisture content and maximum density? ' . , 'Yes i.' No Were any boulders or other oversize (over 12") particles pliced in the fill? ' • Yes No S. If your answer to (4) above is yes, is any portion (if ,this fill not suitable for support of Structure.? , - . .Yes No - A . Were thcre any areas on the •itr that appeared to have exiati'l'ills that were not re- compacted during the operation that is basis for this report?L ' Yes No Rev. 81415 LLJER#73 Did a Registered Engineer visit the site during or subsequent to tii compLetion f the grading operation" Did you perform any testing services on this project prior to ascertaining that a valid grading 1rnit had heen issued for the work? AS—BUILT DATA e app W ig plan, diii you notify i the Lproceeding with /ual .L epth au] type of fi LL, uilt,.4)l.a 3 4 E I- 2 If the till placement was not in accordance with the permittee to obtain approval for deviation additional. Fil.L placement? If the approved grading plan does not re[1 have Yon submitted for review and approva1 :'- D. STATISTICAL DATA Dates the grading work was performed:10(--96 o -79 Dates your representative was on site and number of hours on site for each date, and name of representative: c/t Yes Yes No Yea No Yes No CERT IFICA! ION I herehy certify, wider penaLty of perjury, that the inlormatio pr, 'iled in this certification 18 true to the hest of my knowledge and belief. FESy Sipnature Date 7 * (To be signed and dated by Registered Ellgineer or Architect) Cj Registration or Ccrtificai iii Number NoC2 - 1719 Address /2f c: 5EDA1 /2 tv? 6Jt?,, telephone Number REMARK .'C4LIO y f4*,9 001 y 44-0 . A7 •? 7 4 ? . ______________________ 3 ?Zhs.v e4Pu - /eo?OE ti7'E C, % flgQ. • 4 O7?4/J/,G 1A 4q7OiJ -ry _E •' 4*Y tA4. 3,/o.Lr c' PIC - ri) 4. ,4't. ,4t.,ilDAVOI4J. PROPERTY DEVELOPMENT ENGINEERS , ce.o 07 / JOHN VERNON & ASSOCIATES 1859 S. Escondido Blvd. Escondido, CA 92025 743-8808 TEST*/ RELAT COMPACTIONIVE ; ' 7\ 'TEST REPORT JOHN VERNON a AS TE: 4 D7' accammm mc6meoutwo, CA ezoa S BY NeOO LOCATION: I4 11 14SiO SAM VOLUME DATA: TE Of INAL WEIGHT OF SAND /4. 2 LB WEIGHT OF RESIDUE WEIGHT OF SAND USED SAM DErsrrf T La 81 LB A 3.0 LB/CF VOL. OF HOLE & CONE 92 _____CF VOL. OFCONE • _______ CF VOL. OF HOLE CF EXCAVATED SAMPLE: IN PLACE OPT. MOISTURE WET WEIGHT 0 GR 1.b3 LB g7€:) OR DRY WEIGHT WEIGHT OF WATER OR 9 G R 44J OR 6/ G R %MOISTURE IN PLACE WET DENSITY J PLACE DRY DENSITY LB/CF (d LB/CF IMPACT TEST DATA: OPTIMUM WET DENSITY LB/CF OPTIMUM DRY DENSITY OPTIMUM MOISTURE % I- -J/1 LB/CF RELATIVE COMPACTION: [Iq1' "°l REMARKS: • I(- RELATIVE COMPACTION OG + ' /1\ TEST REPORT JOHN VERNON AS SOC. DATE-. - oo TESTED BY LOA1iON: ( ci3) SAND VOLUME DATA: S NEOF/ iNmAi. WEIGHT OF SAND / 3 LB WEIGHT OF RESIDUE WEIGHT OF SAND USED LB SAND DENSITY 5.0 u/CF VOL. OF HOLE & CONE 1),IZO CF VOL. OF CONE • ($1 CF VOL (WHOLE j) 017 CF EXCAVATED SAMPLE: IN PLACE OPT MOISTURE WET WEIGHT g GR LB GR DRY .WEIGHT 47 CR 4-'f OR WEIGHT OF. WATER GR •,/ GR %MOTURE /7 IN PLACE. WET DENSITY (t.3 LB/CF IN PLACE DRY DENSITY r6'7 9 LB/CF IMPACT TEST DATA: OPTIMUM WET DENSITY '3 LB/CF • OPTIMUM MOISTURE % / OPTIMUM DRY DENSITY ( • //7I L%F RELATIVE COMPACTION: %OTE o,] RELATIVE COMPACTION TEST REPORT 5 F - ):F OG& JOHNVERNON a AS TE: S. ssco oi.vo.,ascxoso, CA 52025 TESTED BY 74-SOOS LOCATION: zoog Z-4 eo-sr--* SAND VOLUME DATA: INAL WEIGHT OF SAND WEIGHT OF RESIDUE WEIGHT OF SAND USED' SAND DENSITY VOL. OF HOLE 81 CONE VOL. OF CONE VOL. OF HOLE EXCAVATED SAMPLE: IN PLACE 107 LB .3Lo LB/CF CF 0,641 Cf OPT. MOISTURE WET WEIGHT DRY WEIGHT WEIGHT OF WATER % MOISTURE IN PLACE WET DENSITY PLACE DRY DENSITY OPTIMUM WET DENSITY OPTIMUM MOISTURE % OPTIMUM DRY DENSITY ç' OR 0 LB GR GR 4 OR g3 OR / OR LB/U LB/CF /1 I L%F %tOTLE 174 %] L 9.79 LB z.o LB/Cr 40. CF CF -b 1407 7 CF OPT. MOISTURE LzT*Wi lYE 41 •I. 1fI?] Firm m-a.4—we"Ni 9 . FG-5z( OG-I-ro JOHN VERNON & ASSOC. ui avo,y ocne DATE* 41 30-75;' TESTED BY LOCATION: 00tq ,+ 71 A SAND VOLUME DATA: INITIAL WEIGHT OF SAND WIGHT OF RESIDUE WEIGHT OF SAND USED SAND DENSITY VOL. OF HOLE 8 CONE VOL. OF CONE VOL. OF HOLE EXCAVATED SAMPLE: IN PLACE WET WEIGHT DRY WEIGHT WEIGHT OF WATER % MOISTURE IN PLACE WET DENSITY IN PLACE DRY DENSITY IMPACT TEST DATA: OPTIMUM WET DENSITY OPTIMUM MOISTURE % OPTIMUM DRY DENSITY CR 19 LB ct) OR 47,0 OR 49 CR 60 CR '6/ CR LB/CF LB/CF LB/CF / u-iA LB/CF Ig !01 .:. - - ,o 0 • - C7 q) ) p 5 V Q' .-çq's:) 0 1• . yi / 'X_9 'g )' '7 /kv J7c?Qi '}AA . -. • •:.::. :. :• I : 00 • • 0•• - 0• 0 _ /ç/7yj, / 0 • • - • 0 I. ••: Ind ... • '7o'/ -l&QQ'd /y7// •-. .• IAA, 0 ; - • - - - 77117 1/PJYv;' ••.I. •0 0 • •0• • •. ••• m' , LQ(Y /Vici vv • I ... 0I Piz/6 9 94 31(y .331U 67~UVH3 , , ON cor • -. , ,, ,, ., 1 AA nor • 0 • Jo F J1_ l..J. CHARLES H. RICE V STRUCTURAL NGIHUI : • OATS V 117 • :. •• ,• V 8 O .x3 /50 fo /=;ri /2iT74J2 - V V • : • .. - 8O - W4 I- - - ire re//az - :5i7 / V. •'V :.;•. V.:. Er• V a. .WA LL . . V V V V V V • P4iiT741- 4f7i4L CL V • V V V V V V &7L 1/ V . /Xd(,_ C i o - coX!4 7( 0"- - iL4J 'rX'Lf O" (PLcO to, (wzj tP'40 o/zO : ô4 S~K7i 7i V V .. •• VVV V. . V... VV :::V..... ... JOB- CHARLES H. RICE STRUCTURAL ENGINU DATI_ 7 1/. : . / - . A MR. MRSO ~MDRE VLLIAMS 43 FV711 L .. •..• .. -. STRUCTURAL UMIS I AlL .192 M F=tQ WL BFAQNG VA ASSUVEID10 & OOO FSf 12" E LIDA m rz ROOF 0 .. •.. . 6. . :..... 0 a iotSTS EP'Ø LOAD LV LG 2.0 II3VAL %rrD Wr 2.5 :. . •. 0 g (24 Z1S4 (2ô' tsoo •0 0 •• . . A t.9 (2o. . . •0 __0 •. 0 • . .. :. I .t- - 1"O.C.. gcoc= . .. . •0• •• 0 • •• -\ @ Lt\l\\-kC3- •. . 0 St = : •o 0 10 ZL 'SIMU(Z4 2'L 2L4 o La tsoo A -toi (~) 3q4 (c'PcE. t2c1C1) 8SLt.25) I Li t-EE2 O •• = 28 (i 4') - 532 1500 o• 0 E55Z Cl S 88 . 6Y 14 4=?2.8 ,s I 0; •O •• I •• •. 0• 1 •0 !WAS (cct) €_ uufl'4c,- McE. sc ur BB Cs = 342 FL• • 3 342(3)/ t3CZ4)Zi 9 tsco 1 LSE2 T7AL WILLIAMS (cotç) ~,FWOQ -7 LMNCT ROOM Lcx*a . S otV ••V V S V V V 5 0 5 V• Dcc t..CDPO . - V - Lop, 0 PMP - V ... .. . — - . -"3-= SZ. Gct.z PL.F .. .5. S c(jjç) 3 S V S ut L6 V V AV ' U . ti u d i~ tG C. EPS2. a. Mv V. •. ... V - 1•\ + sZo .. .5.. ... . :. •o . w=1S66FLP V4(z4)_loozL13. (X) Ày- -' (:t! I CG 1,2q :)= - . V S . ... ... H. . . &••Q 5PAN . •.. .. . V V .•V .; . 16) = 68 c IO.2S Cr WAt4 6-O" 12 NOW I' 2- Ar23O(sS)5c' LtE 4-A 4-AE3 616' V V: I iii I I .1 . I I I •S I VV t I '\\41 t4tiEQ 3E c?0ovI Ftcota - . . 1CL- 3 - • S • y J-Rucl VL\AMS S\DECE . 01 TS ALL M ME 10• OtZ EflZ F tO P VAU.) )M'EIJ TO EEloom FF (i.. It ,D. THI l i - t,_.__ E.1' . . . -1• .. .. . .1 . VS8ctC)T6h1. .. S = %l..Cz4/soo Z3IZt L ••H-• tis - - - - 2- t2's A rT-) S GS.2,6 . .:. .. LMO1 MR 8t1FLE .± v .= . . . ..;...•.._... S = 3 26 C240/ =SC. act Ls 26/u.z= 4.t-" . ......I :•- !--•-.... Ua 4c A 317 -- L -- v --- 160 1113 - S /I A= U. 4)(2. S 31 77 M LJE\ li ± JI j LiI SAC Picv= ---.-..- i . ..LJ_ • - . 3 L - i._-______ --................ ' - -- - S = -----4---- -- - I i • : . - .............. . ...................................• i J.Lj.:.j . . _ . : ..._ ......... ................ II ------ \4 L\JL ¼T .Ca)/oo - .. USE 2 'oC ic AN e 4~ ,j ( LcOtk' - + H arc> Z- Ake rej? 'zc cotç aL2 M 44rZ T O41 - . -.- . .................................. ............. ...........: -- - : 4C2P)Jt5co ckscc(l' - PV - 1 - - - L - ------- -i I . I .• I j I . I I I ...-- .. . I. _._...__....j..........._.• ....4 .. ------------------------ ... ........ r V 1 I I . I I I I I I ........ . i.. . .; . , ..(, .. . . .. --.— H . I 1 ,'ft.ctu_ J 193 c,- :ux 0 IffiRMIMM! M!"'MOF 6--M11 ~,M~m W~I-mlml -1 ,. - 3 eL \33 I . ZT• . S . H . . . . . . . 0 t?. 'Z4'O. C... : 0 • Bwctv I — . •1 .. 0 I . 4!L 0• 0 00 • - . H H -. 0 • . 0 \)\LUPM 2 OE 1A-U(& \\JALL tDErA\L 1 I I I I I - • 0 • • : • • . .1 .., . .•. • • . • 0 • 0 I • . ojoo 0 •S • I , . • . • .,. 0 S • : • S I • : . • S • t . S • . S : • 0% I l I Ii I — c7 ' H . H,E CIY' OF INSPECTION DEPARTMENT S A N q I EGO CITY OPERATIONS BUILDING .. 1222 FIRST AVENUE • SAN DIEGO • CALIFORNIA INSPECTIONS Call for inspections as follows: When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete .\ to be placed. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4', or full height forl walls up to 5', with the steel in place but before the grout is poured and, (2) after the first lift is properly . 'routed, the blocks have been laid up to the top of the wall, with the steel tied securely in place, but before the upper lift is grouted. Where clean out holes are provided: After the blocks have been laid to the top of the wall, with the steel tied securely in place, but before grouting. After grouting is completed and after rock or rubble wall drains are in place but before earth backfill is placed. Fir1al inspection when all work has been completed. WALL HEIGHT Wall height is measured from the top of the footing to the top of the wall. Walls not shown in the tables must bedesigned specifically for the existing condition. The walls shown here are designed as walls retaining earth banks from leMel to a slope of 1 horizontal to 1 vertical (sloping surcharge). There shall be no building foundation, drive- way, or other loading on the upper level within a distance equal to the height of the wall. USE OF TABIIES 'Determine height of wall to be constructed as described above and slope of retained earth. Using Table A for appropriate wall height and slope of retained earth, read T, R, & K designation & Footing 'W (Footing width). T, A, & K values can then be determined using Table B. EXAMPLE: Wall height 5'-0"; slope of retained earth 3 horizontal to 1 vertical. FROM TABLE A: T = Type wall R= Group 5 reinforcing steel , - KTypeEkey FTG. Width = 2'-9" ..:., FROM TABLE B: Type B wall is Type I (see sketch) 8" concrete block ..... Group 5 reinforcing steel is #4 Bars @ 16" 0/c. Type E key is 8" wide x 8" deep. CONCRETE MIX The mix for the concrete used for footings shall be 1 part Portland cement, 2V2 sand, and 3'/2 parts 3/4" maximum size gravel, with not more than 7 gallons of water per sack of cement. MORTAR MIX The mix for block mortar shall be 1 Portland cement, 31/2 sand, and Y4 part hydrated lime or lime putty. Plastic cement may be used with 3 parts sand to 1 part plastic cement. GROUT MIX The mix for the grout shall be 1 part Portland cement to 3 parts sand and 2 parts pea gravel (3/8" aggregate), with water added to pouring consistency without segregation of the grout constituents. Plastic cement shall not be used for grout. . ALL CELLS SHALL BE FILLED SOLID WITH GROUT Rod or vibrate grout within 10 minutes of puring to insure solid consolidation. Bring grout to a point 2" from top of masonry units when grouting of second lift is to be continued at another time. MORTAR KEY To insure proper banding between the footing and the first course of block, a mortar key shall be farmed by embedding a flat 2 x 4 flush with and at the top of the freshly poured footing. It should be removed after the concrete has started to harden (approx. 1 hour). A mortar key may be omitted if the first course of block is set into the fresh con- crete when the footing is poured, and a good bond is obtained. HORIZONTAL STEEL Two #3 bars shall be plaed longitudinally in the footing as shown. One #3 bar in center of wall or ladder meshshall be placed longitudinally in the mortar joint every sixteen inches as the blocks are laid up. WALL DRAINS Wall drains shall be provided at 6-foot intervals along the length of the wall and located at the level of the bottom cot.Jrse of block. They shall be 4" in diameter, formed by placing a block on its side, or leaving out every head joint in the first course of block. Backfill behind wall drains or open head joints shall be loose rubble or gravel. SOIL All footings shall extend at least 1.24 into undisturbed natural soil. Soil should be dampened prior to placing concrete in footings. • STEEL LAP When one continuous bar canrQt be used, a lap or splice of thirty bar diameters shall be used. 1\NARL) N SPECIFICATIONS FOR CONCRETE BLOCK WALLS M (IN)-6 (6-72) Slope of 1 NOT ALL CONSTRUCTION MUST COMPLY 1A - E A11 Slope of retained WITH THE SPECIFICATIONS SHOWN 4 retained 4I earth. ON THE REVERSE SIDE OF THIS earth - - SHEET. - - - Co-Level Lvel - Reinfycpg TABLE __ Horizontal 2 Steel -- - . StretR 4-4-Bars-J - CSieese Wall Key Size 16 side) —_-4— "T" "K" 011c I ( Types < E I A Type I fi" Width Wdth x Depth I 2Y" Wall width.. D 6 x 6 - - O 0 - I , B Type 18" Width E 3" x 8" In II - - - • 2j' 8 Wth. 2 F 12"x12" — C Type ll G 12"x18" -it, LA Reinfocuiig N None Required a = f NSteel R Reinforcing Steel "R" 2f 31: 5' Rai-nforcing_j rn _ I . Horizontal 1 #3 BARS 5 24" O.C. Steel R L 0 3 - I Steel (See reverse 2 #4 BARS@ 32 O.C. i-_ bars f_ Key Size "K" 003 N, Footing"W" NOTE I. When wall Type Ills equired, the first Footing "W" "a tj o ç 2 #3 bars two courses of block, regardless of wall \ TYPE I WALL height, consist of U" wide masonry units. TYPE II WALL 12" mm. concrete depth 12" mm. into natural 12" mm. concrete depth 12' mm. into natural wound or approved compacted fill TABLE A ground or approved compacted till n 17- ___________- __________________ Z = SLOPE OF RETAINED EARTH -HORIZONTAL RUN TO VERTICAL RISE C * Levei 5 to 4 to I 3 to I 2 to I l- to I I to I • Wall Height 1.5' 2.0 T A R I AIN4" K [Footing W N 1-4 1-7" iN2O T -- A A R - I I AiNl-4" AIN2'.-O" K -'- N N FootingW --------j---- 1-4 71A I --- A A F -- I I A!NI-4 IN'? K 'otlngW T - .....,----jj---- - Nml-4 A A, 2'-O'AIN2 R -- AINI_4 IN 1< FootirmgW - -------- 1-4 N - '' I - A AI R - AINI-4 IN K - Footing W --------------- 1-4 I - " Iii- - - A I AID ArN,-6 Footing W I R K Footing wl 1H'-i" - - 0 1-8 A I 0 1-10 1'— 10" AlE 2-2" E 2'-S" 0 rn 0 ITI 3.5' A I N 2I" A N 2'-i AiNl2-.IA _(, U 4I B 4 F 2'-4" : m 4.3 s.o' _Fi Fl 4 N N 0 4" ;j I2 2'- 9" B B B I 2 4 N D 0 2- 2-6 2'- 9" B B B I 202 Nr2'1B'I 6' 10 E 2'- 9" 1 fl ?i02 c½'—." E 2'-9" 1 814 81I1D 8151 E2 FT2'-9" 1. _ -b" B 4 ci s F C 4 C -'C 5G 3-S" G 5 lB 1óTT C 4 D 3 C E C1 - 41E 3 '[cTF73-2 ' 5f13-9' C 1 41 E 3'-1 14 -f't . - ]61G2'4 — C' JC 5 E 3-9' C 5 F 3-tO' cj6 F 3" 10" C 6 6 3-Il C b Gj_4—I" * 3 course 12 block required 8.0' C 6 G 4'- 6" Footing sizes ore based on 1000 lb. per. square foot maximum soil bearing value. ••1• i\LL\ A'\S S\DLCE MOTS: iL c2Z. 4ttG ME4E 1t oca EEflZ % co pc c:)L jt- \JILJ -D T QcO P$F . it mi ,etj jt Le'.JG - c4G Tt L 0 2. -L.4 t- -. •0 16 c:' csj LOGO = 3j PS . 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RT - I d.65VAIA1W, WALL roeMOTI —.DlE&4 I - • • • •, • • I I • I' •_I_ _ - -H - --1 - I- - I I I I I I i I IIli l I IIII ............I -I 1'• LTh2L II ?UDN I 111 + \8(( = Mt Fl t3 (.4 (s') . . •. . 3 CLEA c - Z€.S 2OF\BJLfl) 1:.. -------------- lK 9(4X225) = H (va+ 20.9 + s k) MM L - 2 w 2634 N _PEW OF v T= .o /1r exe Z8 8 049 SMAR rctE\T Acr OO9 : H - H H c UIL (ieu 23-I - 1' \AI . = 2O.42 54 • . I2EA 23 - - zq • HtSLE 23P ' LCMD • .. 296 Q-O. - V = zo.zC -- 1G. (2s Y2 j a ra 4t l'7 F r oo p /5r&) CD.4ffè .24OAUOJJED tflk LEXL -. = r 4-) 00 •. • +.1 50.4 z 12cuc • ze VO • G t4L i/ Oc - GU pt "c 9-z - 4 ..:. .;.... - - -• .i .. •-- •; . • . . ..- • ii i . I Ti I ---•'--•-'•r--• ,---"- -!-' -- .-.- . i ---. . -S... 4 •_ .H I I •i .4 . I S I I •: • I • -• i . S _ 4_....4.l . • •-- • • - •• I.. . -- i_•••i • MAN EM.- uiL Lto vn QJE c —Bar H ..° 4-1 f1Lc . • . •. 3- , = r cctç cz' tLL' . • . 0 • F I .,.* 0 L-Th c c '/*LL ? 6r - rc L2/* 1cct. O O fr'tL •.. •1 't-' ç,o . I cS cc.ca -v(Ls cG-- C'u c) LOi.', LEL. ., •. • .. • c+bC IJ 0 - - — = W I1--f V1 .• •0 * • 0 0 *0 JtL-Lto itc 0 C4ck 20 t,3t'4c @ o:tt -t&c 0 5 0 _**0 - i . •0 - •.•.•••-•-• --•--•.,- •.-•.•-.• •.•,-..•• ..-, .0.)_. HH L .1.. •.!.. . . • I ._... .. •.. •.•. . * I • 0 • - -I ;_ . I • . • I - •t . I • t . I I • I I •- I I 1iI