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Home My WebLink About2552 LA COSTA AVE; ; 82-64; Permit'· ~ JP" c ·~ 'tJ .. I hereby •ff~ am ttcenaed under <I) z 0 ~ a:: < ... u w C o proo,lalona of Ch. (commencing with >-[ Section 7000) of Dlvoslon ·3 of the Business ~ and ProfHslons Code, and my llcense Is In c full force and effect. !i Lie. No _______ Class _____ _ 0 u C w 0 ~ => ~ w z ~ z 0 s z w ... :IE 0 u <I) ir w ><: a:: 0 3 1[ I hereby affirm that I am exempt from the Con- ~!o;'~~j:'= ~ ~,:::,~~~~ county which requires a permit to construct alter. improve, demolish, or repair any structure, prior to its issuance also requires the appUcant tor such pem,it to file a signed stiltement that he is IH:ensed pursuant to the provlsk>ns of the Con-tractor's license Law (Chapter 9 commencing w1lh Section 7000 of Division 3 or the Business and Pro- tesions Code) or that ,s exempt therefrom and the basis tor the alleged exemptton. Any vK>Lation of Section 7031.~ by an applicant for • permit subjects tne applicant to a civil penaJty or not more than ti...e hundred ootl= ($500). ,t,J', as owne< of tile property, or my amptoyees ~ wages as their sole compensation, will do the wotk, and the structure is not Intended or offered for sale (Sec. 7044, Business ano Professions Code: The ContnM:tor's l icense Law does not apply to an owner of propef'ty who builds or impro-,es thereon and who does such WOtk himself or through his own empk>yees. provided that such 1mpr0¥ements are not 1nteode1 or ottered tor sale. 11. however. the building or improvement is sold within one year of completion, the owner-builder will have the burden of provino that he did not build or improve for the purpose of salef V \ as owner of the property, am exclusively Ja-1racl1ft'1 with hcer1sed contr~tors to construct the PfOteet (5ec. 7044. Business and Professt0ns Code: The Contractor's License Law does not apply to an owner of property who builds or improves ~~=i~ ~~nC:~~~~~ ~~r~~~~;!:-: License Law). 0 I am exempt under Sec _____ , 8. & PC for this reason ___________ _ □ I hereby affirm that I ha..e a certificate of consent to self-insure. or a certificate of Wortii;ers· Compensahon Insurance, or a cer1Ifted copy thereof (See 3800. L.abOf Code) POLICYNO __ COMPANY 0 Copy IS filed With tile City □ Certified CoPY Is hereby furnished CERTIFICATl OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Tl'us section need not be completed 1f the permit ,s tor one hundred dolla,. ($100) 0< less) \uf I certify that in the performance of the wonc. tor ~1ch this pemut 1s issued, I shall not employ any person in any manner so as to become subJect to the Wo"'ers· Compensation Uws of Caltfom,a lenders Name ___________ _ Lender's Address __________ _ USE BALL POINT PEN ONLY & PRESS HARD CARLS BUILDING DEPARTMENT 1200 Elm, C1.. , California 92008 (714) 438-5525 DESIGNER t-------------------------------------' DESIGNER'S ADDRESS F/P FLA ELEV. CENSUS TRACT GP LAND USE GRADING ~ERMIT ISSUEO YO ND QTY. PLUMBING PERMIT · ISSUE QTY. MECHANICAL PERMIT · ISSUE EACH FIXTURE TRAP I ":;.(41 .JLJ f I INSTALL FURN . DUCTS UPTO 100.000 BTU EACH BUILDING SEWER I ,~ I OVER 100,000 BTU EACH WATER HEATER ANO/OR VENT I ~ BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS I -, ~ t"1"i I BOILER /COMPRESSOR 3-15 HP _APPLICANT TO FILL IN INFORMATION WITHIN SHADED M""" ~ND DECLARATIONS. PERMIT NUMBER 1-v- UCENSENO. STATE LICENSE# DESIGNER'S PHONE Not Valid Unlffs Machine ~rtifi«J 3.00 SUMMARY/ACCOUNT NUMBER ---- EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE I I ELECTRICAL 01-000-4223 I ~ 50 I EACH INSTAl .. ALTER. REPAIR WATER PIPE VENT FAN SINGLE DUCT 1,,; --MECHANICAL 01-000-4224 1 I I EACH VACUUM BREAKER I I I MECH EXHAUST -HOOD/DUCTS MOBILEHOME 01-000·4225 WATER SOFTNER RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP EACH ROOF DRAIN (INSIDE) I fl I I I SOL.AR 01-000-4226 TOTJ;L MECHANICAL TOTAL PLUMBING QTY. QTY. I SOLAR -ISSUE NEW.CONST EA AMP/SWT/BKR COLLECTORS .1 PH 3 PH STORAGE TANKS EXIST BLOG EA AMP/SWT/BKR ROCK STORAGE 1 PH 3 PH PUMP REMODEL/ALTER PER CIRCUIT PL.AN CHECK FEE ·TEMP PO LE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYSI TOTAL ELECTRICAL 0 I HAVE CAREFUll Y EXMA!NiO THE COMPLETED MAPPLICATION AND PERMIT" AND DO HEaetlY CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDl!ro THE 1 ..-.... DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT•~ ISSUED: TO COMPLY WlTH ALL CITY, COUNTY ANO STATE LAWS GOVERNING BUILDING STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMN AND KEEP HARMLESS THE CITY OF CARLSSAD AGAINST ALL LIABILITIES, JUDGMENTS, TS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUEN OF T GRANTING OF THIS PERMIT STRONG MOTION 65-640-0519 FIRE SPRINKLERS 01 ·000-4227 25-000-4933 carlsbad 65·623-0519 Encinitas 65-624-0519 San Oieguito 65-625-0519 San Marcos 65-626-0519 TOTAL FEES PAYABLE :S 177,1=' D *· M«-MPEMllf • ...__,FOR EXCAVATIONSO'tER s· r DEEP ANO Obl0Lm0N OR CONSTAUCTION OF STIUC1U'IEB OVER 3 ST0MS IN HEIGHT ~ u::: ~ t1l 0 a. E ~ I 'O 0 (!) 1P .! C t1l 0 a. a. < I -"' C a: 0 (/) (/) Cl> (/) (/) < I 3: .2 Qi >- vi rn Cl> 0 e D.. t1l <ii 0 §: Cl> 0 C t1l C u:: C Cl> Cl> c; 0 0 Cl> a. rn C _._ ... I -~·. INSPECTION TYPE I DATE INSPECTOR ' ---7"'"-· ' .. :,,_ . ~ ~;)..,, &; y . \ ' I ' < \. BUILDING ~-' . I • '/Ir'~ FIELD INSPECTION RECORD FOUNDATION - REINFORCED 0STEEL ,. {" , REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES -I . . ' I ·• REQ IF INSPECTOR'S \ .. MASONRY i INSPECTION CHECKED APPROVAL DATE .... --- GUNITE OR GROUT I ' SOILS COMPLIANCE FLOOR & CEILING SUB FRAME I PRIOR TO I 1-/1--~ pVf1£/ FOUNDATION INSP SHEATHING I i ii f STRUCTURAL CONCRETE FRAME OVER 2000 PSI \ \ EXTERIOR LATHJNSULATION . PRESTRESSED ' =~·,_, .. I " CONCRETE .... 1 ... 7' INTERIOR LATH & DRYWALL ' ?-,t ,A POST TENSIONED ........ ' "' ........ ' I ~-, CQNCRETEi . I I . -PLUMBING ----• ·- ' FIELD WEW)ING I --. SEWER AND BL/CO I t◄IGH STRENGTH ~ PLUMBING UNDERGROUND I -Mf~ BOLTS . ___ __I I I ' SPECIAL MASONRY ·~· ~ l , PLUMBING TOP OUT \ .-1.:..~· -TUB AND ~HOWER PAN I I GAS TEST ' PILES CAISSONS ELECTRICAL I ~ l ~ .,.,-..._--.,_ ' J I :-r '. = i ,'"';-' _:,.•;..•~ TEMPORARY POWER "" -....:.!:L-----~ ., .. • 7"" C') ELECTRIC UNDERGROUND I --. •-•1 I .. . ·-· ,--- ....... I ... , <\-~ :l ".:-~, loo....,.. ·-----.- ROUGH ELECTRIC r -· ' .... .._,' . ~ ' ... ELECTRIC SERVICE I .:: .. J , ~ --.,. • ~ -(..) -=• , BONDING A ' . ·----I I G. F. I. -SMOKE DETECTOR I ' J \ ·\' ,, I MECHANICAL I I '. ' ' \ ' ~ . I I ----u, 0 .. .., .... ' DUCT & PLEM ., REF. PIPING . t. -' ~ (p(Y'j -~ . -- HEAT -AIR COND. -SOLAR SYSTEMS ,. -!\:•,,1 "., -... ~'f-~~! t-:.. \ -'; e. .... " ,,,. -. , a>'1 IJ)n,v-,.. d"-- VENTILATING SYSTEMS = , -•· •' CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ff ~~t'; vv ,;If/ ~ \ ,,. : -::. ... ~ ,· ~· -'J ~ ~f ,: ' ~'-'~ ITEMS ABOVE HAVE BEEN APPROVED. ./"""-l'. . -~,~ ~~y(J~ .J ~AJJ'f':}-Ir I -----. , I . ' A<~ ' . A,d '.'· \,· ' r-:-.<-\-JOB SITE FINAL I a~•-;;J (:. v~~,J ? ~~ ·--.. ------, I.J"~ ... n I \ '" .. ·~----, I PLUMBING I ~It Al,. , ...... ~ ELECTRICAL I ,.,( fir.,,--;., ~ , n ~I•~;~ ~t,(¢'" ~ . I\ MECHANICAL ~ -I~ ·t, ,_ ... , . ~~ , .. , l) ~~JT? _t r C,;(/' f\1/ "',-. ~ ec ' -"o • I ~ GAS ·-f\--\ ..._ ---._ . .-h "'-in· I', BUILDING ,/ -f' I ~ j)\J':' . IA it: JI~ .,AA'p/lY' .,_. --C ..... ·-· --SPECIAL CONDIT ,.. --'~ 1.!.. ,. -' --'• V L{ I 6 ... ~&"3>~0CCUPA SUED 't" ,,.,,,.,., -\"',. I )__ '.J" JV 'J ' -.., . . -~ JJUf_ ~arlsbab REQUEST FOR INSPECTION RECORD TIME: ____ _ 1NsPEcToR _ ____jMlJ.ll,E4 fZ~ ____ PERMITNo. _________ DATE· 3 ·0 kcf3 OWNER ___ -'1g_JPI..J)6,_S?-==::.._____s~"""':r.tJ,£r:""-.L':..._ __________________ _ ADDRESS ___ };is~..,_,,,5,_,z_""---__./..,',,A.::::,.___,~=c.:cS::...1iu,..,.-=-~A=l/_.,1;7"--'------------- REQUESTED BY _ _.1:Aa~==--Ff-F--1=1 ~=$~----PHONE NO. BUILDING □ FOUNDATION n REINFORCING STEEL I I MASONRY □ GROUT -GUNITE □ FLOOR AND CEILING SUB FRAME 11 SHEATHING □ ROOF □ SHEAR I I FRAME n EXTERIOR LATH n INSULATION _□ jNTERIOR LATH OR DRYWALL 'ref FINAL _ • ' /1., PLUMBING LJ UNDERGROUND PLUMBING 0 SEWER AND PL/CO 11 TOP OUT PLUMBING I I TUB OR SHOWER PAN □ GAS TEST □ W~TER HEATER "pb_ □ 9<>LARWATER~,fl, _.- '\,VFINAL -----C) i-(_ __ PERSON TAKING REPORT ELECTRICAL D TEMPORARY SERVICE 0 UFFER GROUND □ ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE o/lNAL ___, OF-'fre:__ MISCELLANEOUS CONDITIONED AIR SYSTEMS □ SOLAR HEAT □ PATIO □ POOL □ SPA □ ~N ---1--b'gRADING VDRIVEWAY D FINAL --<DUG 13ii, G~11..1c., l+Me ~ F'I NA-/-Gf-f,tJl!fr To SPECIAL INSTRUCTIONS _________ ~_:..._ __ IO-"f''--_13_U~l,.._~_...,,-..4---_· f--fr'c'l--~---r,,--,,,.,,.___--3 ~31-f3fF Ready For Inspection: □ Monday □ A.M. □ P.M. □ Tuesday D Wednesday D Thursday □ Friday --~--'------ ,_. -~~ -··. Tt-lc I(}-Er ?,est u'--"'•UC..<S io.c.L:LcL'::D __ .A-:r . __ c!)S-S-~ h,-iPr C.¢s:r1~1Aue ·-WL'--'-B0._ C ''"\ --0 r- City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (714) 438-5525 Job Address Owner Contra~ Address City State Lie. 3/, / r1 ,;..,J, S. Classlf. ,.,. I VV' Zip Tel. City Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION J.or °9 / <'P j ~Tf/ 11 41-/ ASSESSORS PARCEL NO 'l~ -16() -/() DESCRIPTION OF WORK S' / A) 6 LC' PLAN ID NO. PHONE CONTACT PERSON □ □ □ □ □ □ □ □ □ DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE -DISTRICT Carlsbad Encinitas San Diego San Marcos ... 4 • 7 49. □------------------,r--------t □--------------+---- □------------------,r--------t □---------------~r--------1 □----------------r------=~~-- TOTAL FEE $ •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. COMMENTS: __________________ __ White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor Application for Grading Permit PE NO. -----==-----=- CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue lr/t._ J~ Validation by Finance Department • • FOR APPLICANT TO FILL IN Subdivision Name 0/<. 1) R.C.E. I 6 0 Address Party responsible for overall supervision )-../ Number of cubic yards Cut Fill Import Waste / Start Finish I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating~nd rading, and the provisions and conditions of any permit issued p suant to this application, ~ / Signature of termittee 7 ~ .. 1,Fj Y ?::--,,, 438-5541 Surety Company Surety Address Date Filed Cash deposit $ Bond No. Rec'd by Rec'd by Date filed The following documents are required and shall become a part of the grading permit when they are approved. Grading plans Soil report Drainage structures Compaction report Specifications Geologic Report Other SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT 1. Authorized hours of operation: 7:00 AM to Sunset, Monday • Friday. 2. Haul routes are to be approved by City Engineer. 3. Adequate provisions shall be made for erosion and siltation control. 4. All slopes shall be planted per City Code. 5. All fills to be compacted to at least 90% of optimum density unless noted otherwise. Under City Code Sec. 11 .06 170 this grading is: 0 REGULAR GRADING · City inspector will make inspections listed below. 0 CONTROLLED GRADING · Private grading engineer shall observe work, coordinate tests, make reports. INSPECTION DATE INSP. SIGNATURE Owner or authorized agent ____ _,_ ________ _ ~--------------'------------1 Initial • site prep. ENVIRONMENTAL CLEARANCE· Date _l_ll_l_v_~_ Rough • prior to drains EIA Log No. 1 By Final • slopes planted Grading permit fee $ '50 Plan check fee $ / _ Compaction reports rec'd. Permit Issued J I by 11,, tt ~-✓ Permit Expiration Date Dah _s_~_13_~_L __ / I I('.: L. Private engr. cert. rec'd. Copies: White-Office; Green-Building; Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD Qtitp of Qtarl.sbab JURISDICTION, {3,4.ifLSf>A D DATE _3/t z/.g , PROJECT ADDRESS, '2 S"~Z. LA TO: _____________________ _ PLAN CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. 8 6 -fo'-f: Date plans received by jurisdiction-,Vt!..3/,js ~ :-late plans received by plan checker _______ _ Date i check completedfJJ•3/(!by~ PLEASE READ check is limited nical requirements containe i orm Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection D~partment. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to, .8tf/LPIA./ta P/fPA-R"utJl[A/f" To facilitate rechecking, please identify. next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans. sec. 302(b) C.l~LICANT COPY ij;2l' CITY COPY 0 PLAN CHECKER COPY Submit fully di~ensioned plot plan dra~n to scale showing loc3tion size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. J02(bl7. Indicate distance from center-line of street or alley to property line and distance from curh to property line. Sec. 302(b)7 Plans. specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) B. FIRP. PROTECTION Y· y Walls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 1709(a) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(b} Projections, including eaves,shall be one- hour fire-resistive construction, heavy timber or of non-cornbuscible material if they project into the J' setback area from the property line. Sec. l 710 Show location cf perm,i<ently_.wired smoke dct,~ctor. Sec. 1210 J(:l po~ S"'TA Jl' .. S' ------·-·---·--------ROOM SIZES, I.IGHT, VENTILATIONS AND GLJ\ZU.G y;' One room must contain a minim'..lr:i of 150 square feet cf superficial floor area. Sec. 12071~) y. ,,xi. Habitable room.a. oth<:!r than kitchens, shall contain at least 70 sq1.1are fe~t of floor urea. Sec. 1207(bl Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Aonears to be deficient in · · Openable window area must be 1/20 of the floor area and a minimu~ of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) One-half cf all required window area must be openable in Provide mechanical ventilation caoable of providing five air ~hanges per ho~r in bathrooms, water closet compartments, laundry rooms and similar rooms if requi~ed windows are not provided. Sec. 1205fa) No habitable room. other ~han a kitchen, shall be less than 7'0" in any dimension. Sec. l207(c) Show that ceiling height for habitable reams is a minimum of 7'6". Sec. l207(a) , . D. .,,,r. Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(al Provide Jo• clear width for water closet compart:nent:s and 24" clearance in front of water closet. Sec. 17ll(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 50. Handrails shall satisfy the following: Provide handrail for stairways over Jo• high when serving a single dwelling. Title 24, Sec. T25-22(b) Handrail shall be Jo• to 34" above the nosing Of treads. Sec. 3305(j) Handrail projecting from a wall shall have a space not less than l 1/2" between the wall and the handrail. ~ ,,,~'# '-,1~ . ·~· Specify safety glazing for glazing in hazardous The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2• in cross-sectional .dimension. locations such as glass doors, glazing / adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 ~- Sec. 3305(j) (see attached) Every stair-~ay landing shall have a dimension, measured in the direction of travel, at Glazing in shower and tub enclosures (i~n~ win49wg) shall be tempered, laminated or approved. plastic. Sec. 1711 Cfl(g) Sleeping rooms shall have a window or exterior door for emergttncy exit. Sill heighe shall not exceed 44" above the floor. The window must have an openable area of at least 5.7.square feet with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(dl least equal to the stairway width. Sec. 3305{g) A door may open over a stairway landing provided the doer, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) ),;r:" A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2~ lower than the floor level. Sec. 3303(i)2 A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have (S Provide details of winding stairway. / ~ Minimum tread is 6 inChes at any point and minimum 9 inches at a point 12 inches · from the side of the stairway. Q Maximum rise is 9 inches. a clear height of 7 feet, above and below,and must have 6S1 of the long side open to the room below. The loft.you show does not comply as a mezzanine floor and is, by Building Code definition, a story ______________ _ EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36~ in width and not less than 6'-a~ in height, and shall be capable of opening @ Minimum width is 30 inches. Sec. 3305(dl 11) (see attached) . l._V SI/ow cou,Vf::•c. TroA.J OE7/tl'-S ,,. ~ Provide spiral stairway details: y,'. JJ-• Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Y. Maximum rise is 9 1/2 inches. ~-/ . Minimum headroom is 6 feet 6 inches. Sec. 330S(fl (see attached) Sprial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(fl Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f) at least 90 degrees. Sec. 3303(el ?SB Provide 36• high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Provide I.C.B.0. Reasearch Report and Number for cetal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(al4B and Sec. 306(£) Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B Provide stairway and landing details. Sec. 3305fb) & (cl ra. Maximwa. rise 8" and minimum run is 9". b. Minimum head room is 61-6•. e. Minimum width is JO". In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or wiehin 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairw-ays is exP.mpt. Sec. 3305 },ff. Exterior st&irways shall not project into the 3 foot setback from the property lines. Sec. 3305(n) -, - r-The walls and soffits of the enclosed ~seable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-~esistive construction. Sec. 3JOS{m) Minimum construction specifica~ions shall be mace a ~art of the approved plans. (See attached) ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified, Specify minimum pitch of _____ _ :n~. Specify roof material and application. Specify I.c.e.o. approval ·number for roof materials not covered in UBC. )Ir· Specify roof slope for drainage or design to support accumulated water. Sec. 3207{a) /5~ Show roof drains and overflows. Sec. 3207(a) r Provide skylight details e.o show compliance with Sections 3401 and 5207 or provide ICBO / ,, approval number. .,;,;r'-Provide plastic roof Ranel details to show compliance with Section 5206 or provide I,CBO number. ~how attic ventilation. Minimum vent area !P6· JP"- -is 1/150 of attic area or 1/300 of attice area if at least SO% of the required vent is at least 3 feet above ceiling joists. Sec. 3205fc) MASONRY /> H. , 85 Provide fireplace construction details or 0 ,. note construction attached fireolace ri!trlrfll,)( :J stan ar rawing. Sec. 37 7 · L.___ · e.✓.show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a) regarding ties and #9 wire in horizontal joints or note construction to be perattached sheets 30-1 or 30-2. ;.r'-Show height and construction details of all masonry walls. Chapter 24 A✓Note that cleanout openings shall be·provided ;· at the bottom of all cells to be grout filled over 4' in a single pour, Cleanout shall be sealed before grouting, after inspection. Sec. 2415 Y, Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 ✓--Provide material specifications for mortar. grout, ·masonry and reinforcing ste~l. Sec. 2403 · ~-Show how masonry house walls retaining earth · _are to be waterproofed. Provide detail. r-Note that special inspection of the masonry · will be required for ______________ c:_ -·· -G. GARAGE AND CARPORTS F✓. ,.,,.,,.f;:t. / 21 '/ 00 Garage requires one-hour fire protection ~/ (fl/ -11Aft::3 on the garage side of walls and ceilings"' , ..... common to the dwelling. Table s-e sec.503(b _µ-,,. _µo. ,.,__,.-- / ...}-91.All elements supporting floor above garaga , "tf to have one-hour fire-resistive protection Y~- on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with use, Table 43-A, or be minimum 6" dimension beam and minimum 8" by a· post. Show l 3/8" solid core self-closing door !or openings between garage and dwelling. Sec. 503(dl Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing garage front. Cha?ter 23 ~OTE: Minimum plywood diaphragm ratio is 3 1/2 to l or 2'8". Table 24-I Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as _the primary means of egress from the building~ If the difference in floor elevation eKceeds 7 1/2 inches, or if the door is used as the primary means of egress from the buildi~g. additional steps or landing must be provid~ in accordance with stairway requirements • and the door must not swing over the depressed level. (see 3303(i}2 and 3305 {g). Provide ta• raised platforms for any FAU, water heater. or any other device which may genera~e a flame or spark. Note that continuous fire wall protection shall be installed behind raised platformlsl prior to framing platform. FOUNDATION REQUIREMENTS Note on plans that"A soils engineer shall ev~luate any unanticipated uncompacted fill or eKpansive soil or other soil problems disclosed during construction•. Sec.306(all2. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings; or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project .SEF Sa/4S RE:'fdf?r /' 77AC/-IFD l"[E,,,_,:, I 7?hr{,,I C Provide notes on the foundation plan listing the soils report recommendations for foundacions. slab and building pad preparation. Note on the foundation plan that "Prior to the Contractor requesting a Building Depar~ent foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and comoacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan.• Provide spread footings for concent:-at_ed loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 J..2!('" Show heigh~ of all foundation walls. Chapter 23 J2r: Show height of retained earth on. all foundation walls. Chapter 23 Show distance of foundation cut or fill slopes and show heights of cuts and fills. WIDTH NUMIII THICKNESS OF ., to edge of steepness and Chapter 29 DEPTH o, FOUNUTION TNICII.NlSS BELOW ., NATUUL ., FOUNDATION WAU FOOTINI FOOTINI SUIIFACE. STORIES (111cll11) (lnc•n) (lncll11) OF ,aauNO AND FINISH CONCllTl UNIT GRADI MASONIY (111CM1) l 6 6 12 6 12 . 2 8 8 15 7 18 3 10 10 18 8 24 XOTES: When-unusual conditioM or frost conditions a.re found, footin1s and fo11nd3.tions ~ht1U b" as requirNI in Section 2907 (a). Th" ground unde-r the ftoor may ho "acavated to the e\el'ation of tht- top of th" footina. )-J2--; Show foundation sills to be pressure treated, \ or equal. Sec. 2517(c) 3. ~'\~ Show foundation bolt size and spacing. "" Sec. 2907(e) •.,,~ Specify size, ~CBO number nd~ ~ of power driven p~n. ow edge an en distance and spacing. Sec. 306(f) ~ _)-3"S Show size, imbedment and location of hold • down anchors on foundation plan. Sec. 2312(f) Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312(f) Y, Show adequate footings under all shear walls. Sec. 2Jll(el ~;;.---,...----Show stepped footings fo opes steeper than 1:10. Sec. 2907(c) /PAN~? Show minimum ta• clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec. 2517 --',.:.;~'1,~Show pier size, S?acing and 2epth into ndisturbed soil. Table 29- J.W· I. 0- Show minimum ~~I' a.:H•:~f 18'"~ 24" Sec. 2517 ~ ~Rir:~_J-- Show minimum under floor ventilation equal to l 1/2 sq. ft. for each 25 lineal feet of exterior foundation with O?enings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 FRAMING Show all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All poses and beams s• and thicker shall be No. 1 Grade Douglas Fir-Larch or better. (Table 25-A-l) Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with lx4 diagonal let-in brace or equivalent. Sec. 2518(gl5 yr. µ-<. yr. 2 y JX. Note cross bridging or blocking. Floor joists and rafters more than 12M in de9th and s9anning more than 8 feet shall be supported laterally .by bridging at inter·.rals not exceeding 8 feet. Sec. 2506(g) Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(gl Show solid blocking at ridge line and at ext~rior walls on trussed roofs. Sec. 2506 (g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter ties shall ba spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Sec. 2518(hl Show rafter purlin braces to be not less than 45 degrees to the horizontal. Sec. 2518(h) . Show 1/2" minimum clearan.ce "bet..,een top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater th.an 10• horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitio~s. at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(fl @ Show stud size and spacing. Maximum allow-51u.D~ able stud heights: 2"x4"@ 16" is 14'; ,r0 r.,,.;f, l"x4"&2"x6"@ 16no.c. is 20'. See. 25181g12 Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. l06(f) Detail all post to beam and post to footing connections. Sec. 2517{cl 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables I,J,K). .ln'6~ Show l"x4" or 2"x6" studs in first story of three story building. Sec. 2518{fl ,;;rT. Provide truss details and truss calculations. _..vr!. Provide roof framing plan. Sec. 302(al7 179. Provide framing sections through, ______ _ ;P"· Section 302(al 7 Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7 In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2-above ehe finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- daeion grade redwood or cedar. Sec. 2517(cl4 : ,· J,93""': Show location of attic access with minimun size 22• x 30". Sec. 3205 ;ft•~ ys. Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205 Show draft 3eparation. for space between drop?ed ceilings and floor above in excess of LOOO sq.ft. Sec. 2517- l,ri. JH9· Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC ~ Specify plywood grade and panel indenti- fication index. Table 25-J _µif. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC y-r. ~- !P'· J.H. J. When roof oitch is less than 3:12, design ridge as a· beam. Sec. 2518 (h} Woad shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. sec. 2516(b) Gypsum lath and plaster, gypsum sheathing board and gypswn wallboard shall not be ~-Show details to com9ly with Section 109 for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(al6 used in vertical diaphragms to resist K. ELECTRICAL {National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the ~ational Elect:ical construction.. Table 47-I Code. If c7ipple wall stud~ are less than 14"• ~-Note on the ?lan the amperage of elec~rical framing shall be solid blocking. See.2518(g)6 5 vice. Cripple wall studs exceeding 4 feet in r~ . . h · h h 11 b 3 • h b 4 • h 2 222 I he electrical installation is more . eig t 5 a . e inc Y inc. or ,. an 200 amperes, show panel location inches by 6 inches when supporting 2 stories. , and provide a single line diagram and Sec. 25l8(gl6 load calculations including: Show plywood sheathing over exposed.eaves, a. Wiring method employed. or other weather exposed areas, is exterior b. Sizes of all conduc~ors, switches, grade. sec. 2517(g) 3 circuit breakers, fuses, and conduits. c. Approximate length of service feede:s. Show a weep screed at the line on all exterior stud stuccoed. Sec. 4706Ce) foundation plate walls to be Provide an approved waterproof building paper under wood siding. Sec. l70l(a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Show corridor width to be minimum 36". Sec. 3304(b) Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3 Provide metal straps across ridge beam and rafters. MECHANICAL d. Provide plot plan showing services, e. all panel locations, circuit arrange~ent and load distribution on panel busses. Provide typical panel schedule(sl. Dwellings req:iire minimum 100 amp service. Show location of all electrical receptacles. 'Electrical rece?tacle locations and/or spacing is not adequate in &A:,,:7:@ 3 J)JQJ ".I EDft!-1. '-BDRM, 3 .) At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlets. Art. 210-25(b) Show minimum dwelling lighting (NEC Art. 210-26(a) and GFf'S in iarage, ~ and outdoors. NEC Art. 210-(a}. Note "UFER" ground to be provided (NEC). Art. 250-81 All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. ~ Show the size, loeatio_n and type of all ~ heatinq and cooling apPliances or systems. !~ ~ Show source of combustion air for furnace will comply with Chaper 6, U.M.C. Every dwellirq unit sh~ll be provided with heating facilities capable of maintain- ing a room temperature of 70~ F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC See. 1211 Show minimum 30" deep unobstructed working space in front of furnace. PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Unifrom Plumbing Code. Show water heater size, type and location on plans. Show method of providing combustion air to fuel burning water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bach or bedroom. see. 1309 Provide adequate barrier to protect water heater from vehicle damage. See. 13"10 Note on plans,clearanees to be turers listing. Sec. 704 UMC Furnace shall not be installed stairway. Sec. 704 UMC per manufac-~ under any .,;,"' --· Show T and P valve on water heater and show route of discharge line to exterior See. 1007(el Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Sec. 704 UMC Show ICBO approval for prefab fireplace and provide approved installation instructions at job site. ,)41". Provide dryer vent to outside. UMC Sec. 1903 Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backtlow prevention devices. Sec. 1003 Shower stall shall accomodace a Jo•circle and have a minimum floor area of 900 sq.in. UPC 909(d) -· 2.51. / 3fi 2. _,.;-,-2. .,..2•73. ;;,•·· NOISE INSULATION (DUPLEXES) Show details o! duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of SO decibles and an Impact Insulation Class (IIC) rating on floor/ ceili~g of SO decibles. Title 25 Show how penet=ation of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 301 of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (T20-l401 (c) • Specify the insulation R valves for walls, roof and ceiling. (R-11 for walls: R-19 for ceilings, or provide details and analysis for alternate design. T20-l403 Table A & 2B. Specify the gross floor area or heated portions of the dwelling, and the area of glazed openings on the plan. (T20-1430) Provide an analysis justifying increasing the single glazed area beyond 161 of the gross floor area. Show method to reduce heat loss to that which would occur with basic glazing. (T20-1402,def.) Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 301. (Exceptions: 48,000 BTU Hr. output furnace. See also California Efficiency Adjustment.) T24-l404 ,)76: Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system. shall be sealed with pressure sensitive tape or masti~ to prevent air loss. T20-l404 _ .277. Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-1404) ?'1· _ . ...----..._ ? ...-283. Note on plan that a.11 doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). Note on plan that back draft dampers are required on all fan systems exhausting air from the bUilding. T20-1403 Electrical resistance space heating shall not be used unless: a. 60% of he_ating/cooling is supplied by a nondepletable source. b. supplaments a heat pump system. c. less ~han 101 of total heating system. d. life cycle cost analysis justifies. T20-l404 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2; Subchapter 4, Article 4. (75\ for forced air furnaces). Note on plan that no natural gas, central heating plant may be installed without an Intermittent Ignition Device. T20-1405 Electric resistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis. T20-l406 o. _;a{. ~ Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-l406 MISC~NEOUS Sho~ a minimu.~ 2M air space and flashing between planter and building walls. Sec. 2517(el Specify material to be used under the shower tile. Sec. l707(a) Specify lath and plaster to comply with Chapter 47, U3C. Two 3/4" copper pipes must be installed from water hea~er location to convenient location of fu~~re solar panels (City Ord.) Provide sleeves (roof jacks) in roof for two future 3/4• copper pipes to c~nvenient loca~ion of ,fu~~re solar panels (City Ord.) Note that sola:: :,.ater piping is to be insulated in areas that are not heated or cooled. (City Ord.) See attachmene for roofing requirements. The plans were reviewed based on the information shown on the plans. If the plans a::e in error, or changed during construc~ion, the permittee shall contact:. the Building Department for review and prior approval before proceeding with the. work: 0 Building plans are substantially correct and complet:.e. By: ________________ _ Date: _________________ _ Building plans ~ould be substantially corrac~ and complete if minor corrections are mada at counter. By, __________ c__ ___ _ Date: __________________ _ Building plans require major corrections and complete plan recheck, by plan check engineer If you have any questions regarding this plan check, olease call __ .:::J=---..:./.c..fVl_:_ ____ .b4,s-C,t.J °;'#,9. We ~ould also be pleased to ~eet with you, at no charge, if additional assistance is needed. . -ADDITIONAL REMARKS . I J.1./ .Sh't>l.J 19 ''x 2. 'I " CRAW/HJ L !: J..t, CA 710/41 S. ---/Cl Cl /I. I/ DF-R C1 r>-# o f'l?,PPL~ u,)A-!..1 ,<; n.1~7A / L. (H/2',. r---...... 8~ RcV/51: //'J:7'f-R'TII r-xr-~A/.5/c># -ra /I-?,, 4. -z~,!) -~ i S/let-ti A 1•)(:. t.L., R ~ & s -r I? A--,) .s A7' 2 ,<Ii) ,:: ,t..,:) c::) (} J..EvEt-. /06 CL IHi'l~'f I' I Rr; P Ro 1Et!-T1 o » Ai (f"ARA&~ C E I L. I ;,v,;., .......... (SE£ S,'17 £/ '< D/<.,) ~£c:_ 'f-l PROIJID~ i:,uA-RDRA/l.. fo 1' 1-0 wf=fl DGc;-c I ,= ,, ,:.,.,;t,(I.. 3 O ...__, (s£r C/r,,. ) -I AJ ,I./ f; I t,. M 1" se:c.. C'J.A-R l?°-'r l!F.lt, H1. . ·• Ordinary roar coverings may be ueed only on buildings or Group M occupancies. (City Ord. 809J) Fire-retardant roofing is required on all residential dwellings per City Ord. 809J. 1979 EDITION UNIFORM BUILDING CODE 3203 (c) f'ire-relardanl Roof Coverings. A fire-rerardant roof CO\'cring shall tx,, an)' one of the following roofings: I. Any Cla!i.~ A or 8 built-up roofing assembly. 2. Any mineral aggregate surfaced buill-up roof for application to roofs having a slope not more than 3 inche\ 10 12 inches applied as specified in Section 3203 (d) I consisting of nm less than the tallowing: Roof D«k Solid surface on noncombustible materials or minimum of 1':-inch plywood or I-inch nominal boards or other material approved by the building official. Base Sheet and Plies Four layers of Type I 5 perforated organic fiber felt, or Three layers of Type 15 organic or inorganic fiber felt, and Surfacin~ Material 400 pounds per roofing square of srn\'el, crushed rock, ceramic or apprl)\eJ )imilar surl"adng material. or 300 pounds per roofing square of crushed slag. (See U.8.C. S1andard No. 32-5 for mineral roofing aggrega1e \\eigh- ing l<ss 1han 60 pounds per cubic foot.I J. Any built~up roof for applica1ion to roofs having a slope no1 less than 1, inch to 12 inches applied as specified in Section 3W3 (dl I, consisting of noi less 1han the following: Roof Derk Solid surface on noncombus1ible materials or minimum of 1-'i-inch plywood' or I-inch nominal boards or other material approved by the building official. Base Shcel and Plies Two layers ofType IS organic fiber felt, or One layer of 14-pound glass fiber felt base sheet, or combination sheet, or One layer of Type 30 organic fiber fell. or One layer of T)·pe 45 asbestos fiber felt base sheet, and Cap Sheets On< layer of 90-pound mineral surfaced organic fiber felt cap sheel (requires not less than two layers of organic fiber felt). or Two layers of 55-pound mineral surfaced organic fiber feh split shce1, or One layer of SO-pound mineral surracc<l asbc~tos fiber fell cap sheet, or One la,er uf 72-poun<l mmcral ,urf a1.:ed gla\\ fiher fl-It ,:ap 1.ohl't'I. 01 Twn layer\ ol Type 15 a\t,e,IO\ fihcr fini~hin~ fell~. 4. Any ('la\\ A or H prepared rooring. 5. Any Cla" ( mineral ~urJaced a!lphah \hinglc~ laid 1,,0 1ha1 there ar..- 1101 IC\\ 1han 1wo lhid;ne\\e\ at any poinl and rhe Iota! wei~llr per roul"in~ ,qu;nc 11,, nol le\!', 1han 2J5 pound~. 6. A!>beMm-ccment ~hinill'\ or sheeh. 7. Conl're1e .!!lab roof. 8. Me1al roof covering. 9. Slate shingles. ( Ill. .:;;...> I. Clay or concrele roof tile. Any ruof covering systems of "ood shingle.!1 or shakes having a Class B rating~ 6~ ~ -~ A Special Purpose Roof complyin~ with UBC Standards No. )2-14 may be used provided the buildine 1e1 (1) not more than two stories in height1 (2) not more than 6,000 S.F. or projected roof area, and (J) there is a minimum of 10 feet rrom the extremity of the roof to the property lines on all aides. (City Ord. 809J) UNIFORM BUILDING CODE STANDARD NO. 32-14 SPECIAL PURPOSE ROOFS Wood Shakes and Shingles with Asbestos Fell Sec. 32.1401. (a) Wood Shakes. Special purpose wood shake roofing shall con• form 10 grnding and applica1ion requirements of Chap1er 32 uf the l'nif(lrm Build• ing Code for !>hakes. In addition, 1hc <led shall be cons1ru..-1ed of '.;-ind1 rl)'\\OOJ Y.ith exterior glue or I-inch nominal T and G boards, o\'crlaid Y.ith a layer of ap- proved asbcsto> frh lapped 2 inches on rhe horizomal and vcnical joims. An 18-ini.:h v.ide strip of 1he same asbcs1os felt shall be shingled in between each course or shakes in such manner 1ha1 no felt is exposed lo the wealhcr below the shake bulls. (b) Wood Shingle~. Spl'l:"ial _purpose wood shingle roofing shall conform 10 grading and applicaLion rcquiremems of Chapter 32 of Lhe Uniform Building Code for shingles. In addi1ion the deck, whether of spa..-ed boards or solid, shall be mw- laid with a layer ofappro\"cd asbes1os fch lapped 1 inches on 1hc horiwmal and \Cr- til:aijoims, (l') Asbcslos Fell. r\ppro\ed asbestos rch for spci:ial purpo!>c rooting shall weigh not less 1han 11 pound\ per l00 s4uarl· feet, be not less than .011 in("h in lhicknl•,;s. non-bi1uminous salurutcd. 1.70111aining a fire-and \\ah!r-rc1arda111 binder, and rcin- forci.:d with glass fibers running le111:,1hwisc of the sheet Olli mori.: lhan : ~ ind1 a purl. Wood Shakes or Shingles with Gypsum Board Underlayment Sec. J2.1402. Spci:ial purpo,..-wood sh.1kc or \\llOJ shingk roofing shall n1nform 10 thc grading and aprlil.'.ation 1c4uircmcnts of Ch;.1ptcr )1 of the L'nit"urm UuilJin~ (.'ode. In addition an undcrl.iymcnl of 1, ·:-inl'11 Type X gypsum buard sh.111 be pl;.1~·cd under thl.' ,ulid or sp.i~·l·d shl'athing. Jurisdiction CA-R LS f34 D VALUATION AND PLAN CHECK FEE □ Bldg, Dept. p .e=.:::C,/L PLAN CHECK NO. 82-i'ot../ BUILDING ADDRESS ~ 5' .5' 2. L ,4 APPLICANT/CONTACT )/-4-RRy f~IFS BUILDING OCCUPANCY --"'R~~~3~.~/.~/'J~l~-~I __ TYPE OF CONSTRUCTION _ _;,.V"'"",tv:.;;._ __ _ BUILDING PORTION BUILDING AREA LI VIA/"'-3 IS8 ' I.: 4-1/. /.l (T t="" t:, t/ 8 D£cfe 2.70 Co ~ ,:;,; ic D bN1f(',' S8 Air Conditionine Commercial Residential Fire Snrinklers Total Value c.osrA A 1/C- PHONE NO. J./"'13 ~J 733 . { JACK ) DESIGNER PHONE 0?, l-03 c~ 7 GJt RLH,:tD CONTRACTOR PHONE ____ _ VALUATION VALUE MULTIPLIER '-/2, ,--/3 2., c, 3'G, I/, -~-1, I 7.-8 (.,, 9-3-I G '3 <o 1/ 7. 0 , ,--1.. 1/-'f / If/, 8 t/t/. - Building Permit Fee Plan Check Fee :; !/ (; . "2 .. 9. COMMENTS'---------------------------- I ,, INTERDEPARTMENTAL INFORMATION SHEET 'ILDING DEPARTMENT / 0 ~1EcEIVED / • . B~LDING ADD RES s: --d-'-4-'~""-"---""o)~_r:L.AJ'--"'-=-'~""3!.o=-<-=:..-"'(2'1.A~C.::.::::____, _______ _ :21&-JJZJ~ MAR0=1982 ... <-.=======================================eCJti:'-:~d~!t:i:;g, ~~-p~!frt~~~~=== / PLANNING DEPARTMENT / ZONE f.-/-/(;, I){)/) LOT SIZE _______ LOT WIDTH ,. 'f</ '7 / Q Q ,c) f UNITS ALLOWED ___ .,_ _______ UNITS PROVIDED ___ / ________ _ PARKING SPACES REQUIRED -<_ PROVIDED ____ e _ _,,,,(1-~---- % COVERAGE ALLOWED ______ <;/~0:__°;'D.:_:,c_ ___ PROVIDED ~ J--...;;;: BUILDING HEIGHT ALLOWED 3..S-I PROVIDED FRONT SETBACK: ALLOWED --rs---'f+-L- PROVIDED __ ~tJ-+~-~~--=- INTRUSIONS ____ _ SIDE SETBACK: REAR SETBACK: LANDSCAPE & IRRIGATION PLAN COMMENTS: __.111<.,<..LA-'-------------- ENVIRONMENTAL PROTECTION REQ: AJ?DITIONAL coM~ENTs: Sc6ool fee~ ~z:}~;ftg~::-:~;} ~ 1 ~~ '":3::,':j!>iuF.J~,p::::11.:;--:o~U~t'l,,,.,~S.,C----""'-a:..,,'-L-1<11<..L-L-l""""'L...:..-.__.c.L.::O,._,.~:.:_ __ OK TO ISSUE: IB DATF3pifg~oK TO FINAL _______ DATE ___ _ ENGINEERING DEPARTMENT J f D ' R.o.w. _____ INDUSTRIAL WASTE ______ IMPROVEMENTS _______ f SEWER CONNECTION DRIVEWAY LOCATIONS :{v --~ FIRE DEPARTMENT SPRillKLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ FIRE ALARMS EXITS ______________ _ FIRE HYDRANTS LOCATION. ________________ _ ADDITIONAL COMMENTS ___________________________ _ _ --'OK TO ISSUE: _____ DATE _______ OK TO FINAL. ______ DATE ____ _ \ -~==================================================== W>."EI. DEPARTMENT R~QUII.EMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ / ·--------···· Job #1069-82 May 21, 1982 Mr. Harry Fries -. MV ENGINEERING, INC. 476W. Vermont Ave., Suite 102 Escondido, California 92025 714-743-1214/ 727-1818 3375 Paseo De Decoro San Juan Capistrano, CA 92675 COMPACTION REPORT FOR SITE AT 2552 LA COSTA AVENUE CARLSBAD, ALSO KNOWN AS LOT #31, LA COSTA SOUTH, #1 In accordance with your request, this report has been prepared to establish the degree of compaction of the compacted fill as tested by MV Engineering, Inc. between May 17 and May 19, 1982. Prior to grading operations, the site was cleared of grass and debris. Adequate keys were made in the proposed fill area in order to establish a good base for supporting the proposed compacted fills. The fill was then placed in six-to eight-inch lifts and compacted by means of heavy construction equipment. F'ield density tests were performed in accordance with AS'l'M Test Methocl D-1556-64. Moisture content was determined for each density sample. The results and locations of the tests are given on the attached sheet. A representative sample of the tested material was obtained for laboratory testing. A laboratory compaction test to determine maximum dry density and optimum moisture was performed in accordance with ASTM D-1557-70, Method A. The result of the laboratory compaction test is given on the attached sheet. Slopes should be planted with erosion resisting plants and natural drainage should be directed away from the top of all slopes and buildings. The minimum footing requirements from Benton Engineering's report No. 68-11-23D dated June 23, 1969, also our letter dated March 17, 1982 (see enclosed copy) should be adhered to. Ralp RCE et . Vinje 25115 contact this office . -. . JOB NO. 1069-82 NAME Mr. Harry Fries LOCATION 2552 La Costa Avenue TEST RESULTS Laboratory Compaction Tests: Soil Type tannish silty sandy clay Maximum Dry Density 120.5 Optimum Moisture 13.6 Field Density Tests: r.rest D~p·Ch of F:i.9ld Date No. Fill Tested Moisture 5/17/82 1 2 I 14.4 5/18/82 2 4 I 12.5 5/18/82 3 6 I F.G. 13.0 5/19/82 4 2 I 11.1 5/19/82 5 4' F.G. 12.5 pcf % Fiela :9ry Lab Dry %Relative Density Density Compaction 110.5 120.5 91. 7 110.5 120.5 91.7 109.2 120.5 90.6 110.1 120.5 91. 4 109.9 120.5 91.2 MV ENGINEERING, INC. 476 W. VERMONT AVE., SUITE 102 ESCONDIDO, CA 92025 743·1214/727-1818 SOILS TESTING PEAC TEST PARCEL MAPS OAADINO PLANS ----------·-· I • :, ' .. ~ ·--•· \ 1 ' ' ·-. ··•-. ·\I ~\ ,J -· , ' '\ ' ' Jae Na•c HARRY FRIES -LOT #31, LA COSTA SOUTH t&I \ \ ' . ' 1 ·-\ ' \ .10■ Nu•••• 1069-82 DUI 5/17/82 -· ' \. 1 \ ' . l>O ' \ TANNISH SILTY SANDY CLAY ' \ V••11•L-Dc•c••"•ON -- \ • ' '\ LocaT10N l&cu•&D· SITE \. \ l&I \ '\ '\ '\ , l&M"-,C NO 1 ...... No .• 1 '\ • \ \ \ •• .MPR D,...,..-2 FEET ~ ' ,ao V ' • \ ~ •• \ CL&•9tPICAYtON ■Y U.9.C.S. u , '\ '\ '\ \ I, ' ,'\ .: a I ~ ' ~ I i ' ,1'P \ -. , LA■ C0Mft4C:TION 5 X 25 t \ I, ' I ~ , \ , • .. ASTM 1557-70-A & '\ .. , 119 \ \. '\ '\ • \. I\. TU1tl • IN 0VCN · ' ' ... \. ' ,, 101 , ' ""'" . ., MPR \. ' \. ' \. w, •• ,. " ' ,. \. 100 ' w• -.. " \. ' '-...... ' ' -~ \. .,. ..... 120.5 •• '-... ~ M.00 . ' ... .. --s. 13.6 .. l■CIN1' MOl8TU•II .... ~ .O.MC "o • 10 ,. ao •• ao ••• •• .,, .. ., ... -· .. , . .... ..• .. . .. I . ....... ··-· ····-· • .. I I ••••••• . ...... ··-~· -a1,rw•1.• ., .. ,,,. ' -14.68 132.9 100 89? 1.2. l l l II < SNl:Aa I 14.82 137.1 100 87.4 14.4 119.8 MA. a 14.72 134.1 100 85.2 17.4 114.2 SN••-···· 4 ,.o ....... , • • -•••2 YDI.-C -l/30cu. ft. w,,_, -10.25# +I ® +I 0 'I:!- M V ENGINEER1f11~ _IN9 ·--:,,I/:, 476 W. VERMONT AVE. ,;:'~· __ . _/' . ESCONDIDO,CA 920~ ,f· IDO't 2.' I FILL 0 @ @ @ z: I CUT 79'-t \/1<:.1N1-ry M At J \).) -rt ..9 DATE:ZoMwc5, Joa: 10<&,<., -ez av: 1--1.?. 'R. SHEET: )tF/ OWNER EGAL LEGEND Mt<. HAiet<y i="'1<11;;~ LD7 -,:j; ?:, j G)-Coo-?~TIIW Te:.T -=:,~75 I Th~c t::ie, 'c:ie::corc.o LA CosA -s:~~•'->7ti, UklrT s / Sf\t-.:1 -2lu~~ CA~1~,M"-lc, CA $2(.,7S ·. Job #1034-82 MV ENGINEERING, INC. 476 W. Vermont Ave., Suite 102 Escondido, California 92025 714-743-1214/ 727-1818 March 17, 1982 Mr. Harry Fries 33751 Paseo De Decoro San Juan Capistrano, CA 92675 LOT #31 OF LA COSTA SOUTH UNIT #1, CARLSBAD, CALIFORNIA As per your request we have visited the subject site to determine whether or not the site has changed significantly since the initial grading was completed in 1969. The site appears finished graded and undamaged by erosion or soil improvement. An expansion test on the on-site soil confirms the findings as presented by Benton Engineering in their report No. 68-ll-23D dated June 23, 1969 (copy attached). In conclusion, we find the site unchanged from the initial grading concept and recommend adherence to the design precautions presented in the above mentioned report . • enc. ' ~ BENTON ENGINEERING. INC. AP'P'LIEO SOIL MIO:"' ._NIC9 -TOUN04TIO.r.s e741 II. :.a.;ON aouLEYAJIID SAN 011.G':) CAt.LIP'OIINIA ea11a !''15-IP.S-r PHIL.IP' HENKINC 8ENTON PIIIWIDCNT • CIVIL CN01Nll.lt • .. June 23, 1969 .. ••N o,tG~-••,·•••• LA Mes.,, 419•SllS4 -. Rancho Lo Costa, Inc. Route I, Box 2550 Encinitas, Colifornio 92024 Subject: Gentlemen: Project No. 68-11-23D Final Report on Compacted Filled Ground Lo Costa South Unit No. I Rancho Lo Costa, Coli fornio ~ • This is to report the results of tests and obser-✓otions mode ,in order to inspect the compoct!on of filled g.ro"'nd placed on certain oreos of Lo:-i I, 3 to 7, inclusive. 14 to 25_; inclusive, 34}0 39 inclusive, 43 to 41.1, inclusive, 54 tQ 58,Jr,;lu1i-,i;, 62 to 72, inclusive,. 82, 83, 84, 66, Bl, HY, 90,· 110 to 120, inclusive,· 122, 123, 131; 132, 151 to 154, Inclusive, 166 to 177, tnclusive, · 181 to 184, inclusi'le, and Portions of La c~sto Avenue, Navorro Drive, Viejo Costillo Way, Nuevo Costillo Woy, Sevilla Woy, Levonte.Street, Galicia Way, and Lo Coruna Place, Lil Costa Soulh Unit No. I, Rancho Lo Costa, California. The fills were placed durir(I the ~riods between February 4, 1969 and May 2, 1969. lhe opproximote areas and deplhs of filled ground placed under our inspection In occ?rdance with the approved specifications are shown :)n the attached Drawirg No. 1, entitled "Location of Compacted Filled Ground." The gradirw plan used for the placement of filled grour.d wcs prepared by McIntire & Quiros, Inc. dated January, 1968;,. · The opproximote locations at which the teslJ were taken and the final test results are presented on page Nos.4 to 19, inclusive, under the "'Table of-Test Results." The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the major fill materials ore presented on page No. 20, under the 'laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests W9.re !oken durirg the weekly periods indicated below: Test Number 1 to 8, Inclusive • 9 to 29, Inclusive 30 to 37, Inclusive ' 38 to 89, inclusive 90 to 139, inclusive 140 to 191, inclusl-,e 192 to 257, inclusivu Continued on poge two. Week Endi~ February 8, 1969 February 15, 1969 February 22, 1969 Morch 8, 1969 Morch 15, 1969 Morch 22, 1969 ~.arch 29, 1969 ' f t r I· r ' I r ' I I I I r. ' I I f Pr:,jrcf No. 68-11-23D La Costa South Unit No. I Test Number 258 to 352, Inclusive 353 to 433, inclusive 434 to 461, inclusive 462 to'485, inclusive 486 to 506; inclusive -2-June 23, 1969 WeeJc Endire April 5, 1969 April 12, 1969 April 19, 1969 April 26, 1969 Moy 3, 1969 • The finol results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the ma><imum dry density or grea!er. It has been determined that ihe fi'I materials, compacted to 90 percent of the ma><imum dry den>lty, have a safe bearillj value ;,fat least 1510 pounds per square foot for one foot wide continuous footirgs founded ot a mi nlmum depth and placed fiye feet or more Inside the top of compacted fi I led ground slopes. If footires 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 a I l,n horizontal to I vertical line r:,rajected outward and downward from a paint 5 feet horizontally inside the top of compacted· :;'fed ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily >uppart the proposed one and .two story wood frame dwellirgs without detrimental settlements. In our report of the original investigation conducted at this sul::di,;ision, (Project No. 68-2-2C dated Morch 8, 1968), we stated that some silty cloy ond sandy cloy soils hod been found c;>n tne site. that_ were expansive, ond we recommenJ.,d that each lot be inspected ~url!"Q or ofter gradif'G to determi~e those lots in\Yl-,rch such··e;.p-:,111ive soils exist within the upper 3.0 feet>·-.. ,-.• , Tnis hc,s been done, and the tollowiJll lots hCJve been found to contCJin potentially expansive sc,ils within rhe upper 3 .0 feet. • · . . Lot Nos. 1 to 81, inclu,ive Lot Nos •. 97 to 1011, incl11sive Lot Nos. 170 to 184, i nclu.ive It is recommended thc,t the followire special dc~ign precautions be taken far the houses to be constructed on the above-listed lots: 1. Isolated Interior piers should not Le used. Continuous footirss sh~ld be used throughout, and these should be placed at a minimum depth of two feet below the lowest adjacent exterior final grou·nd surface. 2. 3. Reinforce and Interconnect continuously with steel bars oil interior a_nd exterior footirgs with two ,4 bars at 3 Inches above the bottom of all footires and two #4 bars placed 1 t_n inches below the top of the stems of the footirgs. Use raised wood Floors that span b-,t-en continuous footirgs, or relnforc~ all concrete slobs with 6 x 6 -10/10 woven wire fabric, and provide a minimum of 4 Inches of cloan sand benttath all concrete slabs. Provide a moisture barrier 2 Inches below slabs under llvi_ng areas. • \ I I ' I Project No. 68-11-230 Lo Cosio South Unit No. I -3- -----' ___ ,,_, ______ ---· .l,,,. 23, 1969 4. Separate garage slabs from perimeter faotirgs by Y2 inch thickness of construction felt or ~ulvcilent, to cillow independent movement of garage slobs relative to perimeter faotlrgs. 5. Provide positive drciinage away from oil perimeter footlrgs too horizontal distance of ot least 6 feet outside the house walls. .. ln·odditlon to the filled ground pieced and inspected wlihln Lo Costci South Unit No. 1, there was on creo of fill approximately 180 feet east of rhe east encl of Navarre Drive. 'This area Is shown on Drawing No. l, and the tests taken within the area are Test Nos. 2S7, 258, 264 and 270. Respectfully submitted, BENTON ENGINEERING, INC. By ;y}'J,t, 7,k_: ' • M. V. Pothier, Civil Erelneer . -'• Dlstr: (4) Addressee (2) McIntire & Quiros, Inc. • • Attention: Ml. Gary Cum bey {I) Rick Ergineerire • •• )( ~MMAMMM/AM1U/,1.AAM/AA~~'MAMA.111,l'•i&,);: 1 ~ ~ 11r"'1·tt·f1·r~t~ rtf (f1rrtttttt1tflt £_-~ ... f:'\._.i:_· ; ~ \!;, 4 4 lt ,. .• .!,I -,, ~ , '<' (,i ~ f_•· ........ ·•' ,}) ~ ' ; . ' ,-.,,,✓.;,· • ·J :,- . I ' '·fr ' ' ,;,- A c11·· ... , 01-c, ~-· ,,.. .. , \D · • -:>;'<, ,_, • ~ -..:::: -· t' ,., ~'A..f·', · ,,,.Ji.[4 {~!, , ~ l ~-l\.; ,;_.J,.,,•f-. \'''\IJc<'· ' ~ 3 This Certificate issued pursuant to the requirements of Section 306 . ':::"•-~ .. ,, E j of the Uniform Building Code certifies that at the time of issuance ~ ~ this structure complies with applicable ordinances of the City ~ j regulating building construction use. t ~ Single Family Dwelling 82-64 ~ ~ Use Classification _________________ Bldg. Permit NO._______ ~ ~ Group R-3 TypeConstruation VN FireZone _____ UseZone______ t ~ Occupant Lood ____ --c------------------------~ 926 75 ~ Owne,olBu;ld;nrHarr! Fries 'Add,ess 33751 Paseo •_De Decoro, Capis~ano ~ Bu;Jd;ngAdd,ess. 2552 La Costa Ave. Locol;ty Carlsbad, CA. 92008 ~ f>; ~"' ! ~ ~ . ---. ~~~-r:>.i ~ -----------------P ::s. ~ ---------------------~---~~------:>. ~ NOTE: A.Iterations, chong••• additions or chon-ges of occupancy ; ~ (Post in conspicuous place) ► )(.W"fWW M M M M .,w, w,.,,_,.,w, M M M M M M M M WW)( ,. . . ( , i ling Address LEUCADIA COUNTY WATER DISTRICT APPl.!CATION FOR SHIER SERVICE •✓?-<-~ 73 3 Phone No ;-ilir-8tt~2-4-30 · -2324 Camino Eseondiifo, 33751 F'ASEc' tCc-.Oes::,f).;? ,, Fullerton, Calif 92633-s~;'~~;~. SEWER Pi:RlvllT ISSUED UPON 9~07.S Service Address: -----------------H'.:'.::EIPT OF BUILDlNG PERMIT. Tract Description: __ 10_t_3_l_La_c_o_s_ta __ s_o_ut_h_U_n_i_t_1 __ BUILDING PERMIT MUST BE Assessor's Paree l No. ,::2 I " -.3 wQ -/ t) APPLIED FOR BY IQ/&qc'.89 Type of Building s.f. No. Units 1 Connection Fee $ 600.00 ·Lateral Size: 4" 611 811 Saddle Easement Connection pre-pd (ZOO.OO) Extra Footage: @$ __ _ .!\mount Rec'd $,Ati}C{) Ck. No/Cash -:11--(oaxt, Date Rec'd. By Extra Depth: __ @ $ ___ .4,oo_cQ Lateral Fee Prorated Sewer Service Fee Total $ 600.00 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 collection line in the street (or eas~ment) 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 appli-· c;int'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 INSPECTED - AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT, - 1 THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begfo and covers the balance of the fiscal year. There will be no additional fee or refund if service actually conmences on~ different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the.same manner as property taxes. The undersigned hereby agrees that the above information given to the conditions as stated. ~It~ /M.-ct.µL (2 , . Owner's Tgnaiure 0--21-11 Date · . . '::'". is correct and agrees «JI//-I j{gq)Q I Account No. A lA~D5tA COSTA DELMAR ROAD CARLSBAD, CALIFORNIA 92008 December 20, 1982 Mr. Harry Fries 33751 Paseo de Decaro San Juan Capistrano, Ca. 92675 Subject: Lot 31, South Unit 1 Storm Drain Dear Mr. Fries: -:-TELEPHONE 714/753-1181 or 438-9111 We, La Costa Hotel & Spa, do hereby agree to install an underground drainage line from the rear property line of Lot 31 to the existing drainage ditch behind lot 24. It is expected that this work will be completed within 60 days. It is also our understanding that you will connect your surface drains into the underground drain line, by way of catch basins at your expense, and thereby avoid drainage directly onto the golf course. Sincerely, ~~ Vaughn Ject Coordinator LLV/bl cc: Dick Rudolph (Golf Course Maint.)