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Home My WebLink About2544 LA COSTA AVE; ; 86-282; Permit- 0 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with S.ction 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. I hereby affirm that I am exempt from the Contrac- or's License law for the following reason (Sec.a7031.5 Business and Professions Code: Any City or County which re- quires a permit to Construct, alter. impruue,demolish, or I repair any structure, prior In its issuance also requires the ap- plIcant for such permit to tile a signed statement that he is licensed pursuant'to the provisions of the Contractor's License law (Chapter 9 commencing with Section 7000 of - Division 3 of the Business and Professions Code) or that is ex- empt therotrom and the basis for,the allegro exemption. Any violation of Section 7031.5 by an applicant for a permil sub- jects the applicant to a civil penalty of not more than live hun- - dred dollars ($500). II I, as owner of the property, or my employees with wages as their sole compensation, will do the work;, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law dons not apply to an owner of property who builds or improves thereon and who does such work himself or through his own - employees, provided that such improvements are not intend- ed or offered for sate. It, however, the building or improve- ment is sold within one year of completion: the owner-builder will have the harden of proving that he did not build or im- prove for, the purpose of solo).. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044 Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or im- pryves thereon, and who contracts for each projects with a if contractor(s) liceAse pursuant to the Contractor's License Law). As a homeowner lam improving my hnme, and the follow' ing conditions exist: • ' The work is being performed prior to sale: • I 'franc lived in my home for twelve months- - prior to completion of this work. - - ._ 3. I,. have not claimed this exemption during the last three years. '0 tam exempt under Sec. - B & P.C. for this reason D l'Irereby affirm that I hvo a certificate of consent to self-insure. era certiti2ate 01 Workers' Compensation In. - ourance. ore Certified COPY thereof (Sec. 3800. Labor Cod'eI POLICY NO.. COMPANY D Copy is'liled with the city 0 Certified copy is hereby furnished - - CERTIFICATE OF EXEMPTION FROM , WORKERS' COMPENSATION INSURANCE (This section need oot'bo completed If the permit is for one hundred doirars ISrOOl or less) 0 t certify that in the performance of the work for ,'hi'ch this permit is issued. I shall not employ any person in any manner seas to become subject to the Workers' Compen. satioe Laws of California. NOTICE TO APPLICANT: I). after making this Certificate of Exemption. you should b0cOmè subject to the Workers Compensation provisions of the Labor Code., you mlTst- ilorthwith comply with such provisions or this permit shall - be doomed revoked.'' ....... ' - 0 ,l hereby affirm that there is a Construction lending IE agency for the performance of the work for which this per. UJ O • mit is Issued (Sec., 3097. Civil Code( z - -. '- -- U Lender's Name - —J Lender's Address 0 -J w z 0 IIF RAIl PAINT PFN ANIY & PR HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. - - CARLSBAD BUILDING DEPARTMENT . APPLICATION & PERMIT - - Carlsbad, California 92008-4859 '. JOB ADDRESS AV. ST. AD, NEAREST CROSS ST, ' DATE OF APPLICATION BUSINESS LICENSE 0 VALUATION PERMIT NUMBER 2 S 411/ :L4 c y-4 4Lfr /L J#j# 3 Step /553/7 ' ZONE LOT I BLOCK ' SUBDIVISION ASSESSOq PARCEL NO. CONTRACTOR CONTRACTORS PHONE C ' OWNER'S NAME OWNE R'S PHONE ADDRESS STATE LICENSE NO. BUILDING SO. FOOTAGE CONTRACTOR'S 4ivs 4" OWNER'S MAILING ADDRESS 4Ax#r - I DESIGNER DESIGNER'S PHONE C40/4 CJ(I/ !7 DESCRIPTION OF WORK Cs ,QiCSi4 DESIGNER'S ADDRESS STATE 'LICENSE NO. - 001i 601 09/u3/86riiT . 737. F/P FLRELEV, NO OCCGP EDU STORIES -- -, - YDND - SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT - TYPE 0CC LOAFS FIRF SPA' [iRARKING C nO NO AREA vo N' ' -1,t/ vO N - Nor. Valid Un/cMachine,Certified. QTY. PLUMBING PERMIT- ISSUE QTY. - MECHANICAL PERMIT - ISSUE' , -" -•.-•. SUMMARY/ACCOUNT NUMBER IZ EACH FIXTURE TRAP -' / INSTALL FURN. DUCTS UP TO 100,000 BTU. .- - BUILDING PERMIT 001-810-00-00-8220 5_73 - / EACHBUILDING SEWER — fo ' , OVER 100,000 BTU . , SIGN PERMIT 001'810'00'00'8221 / EACH WATER HEATER AND/OR VENT . BOILER/COMPRESSOR UP'TO 3 HP - " 'PLAN CHECK 001-810-00-00-8806 - - EACH GAS SYSTEM I 104 OUTLETS a. 5O. BOILER/COMPRESSOR 3.15 HP , ' . TOTAL PLUMBING 001-810-00-00-8222 EACH GAS SYSTEM S OR MORE . 2— METAL. FIREPLACE ' - ELECTRICAL 001-810-00-00-8223 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT ' - MECHANICAL - 001-810-00-00-8224 )-,-_- 2.. EACH VACUUM BREAKER - .$_.— __j MECH EXHAUST - HOOD/DUCTS r ' , MOBILEHOME 001'810-00'00'8225 - - WAT,E-R S'bFTNE,R - --' ' ' - - RELOCATION OF EA FURNACE/HEAPPR4 c ta , SOLAR 001-810-00-00-8226 . EACH ROOF DRAIN (INSIDE)' - - , /'' DRYER VENT .-- .- - )' - J -. STRONG MOTION - .880-519-92-33 - A' TOTAL MECHANICAL ,j.4 INS Q C'Z ire FIRE SPRINKLERS 001-810-00-00-8227 - TOTAL P(uMBiNG'-, PUBLIC FACILITIES FEE' 320-810-00-00-8740 -BRIDGE QTY ELECTRICAL PERMIT ISSUE OTY MOBILE HOME SETUPI, <Z FI-q Z_ C) It" PARK-IN-L FE EEU (AREA NEW CONST EA AMP/SWT'BKR j - CAR PORT : - TIF' J.93 001-810-00-00-8835 70 - I PH 3 PH AWNING LICENSE TAX 001-810-00-00-8162 - EXT'B'LOG EAAMPSWT-IBKj3 - - - GARAGE , - MIFF - 880-519-92-57 -- 1PH, "-c 3 P REMODEL.'ALTER PE,ICIRCUII_- TEMP POLE 200 AMPS OVER 200 AMPS - -, TEMP OCCU'frA.N(Tr' (3OvDAYS)_ - CREbITDEPOS(T . TOTAL ELECTRICAL - -' TOTAL - - TOTAL FEES PAYABLE I" 2 317 £Z- - - — I HAVE CAREFULLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Building Official under the provisions of this * AN OSHA PERMIT Is REQUIRED FOR EXCAVATIONS OVER ll limitation null and void If the building Or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE : he f 50" DEEP AND DEMOLITION OR CO4STRUCTION OF authorizodDECLARATIONS ARE TRUE-AND CPRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT 5 permit, or II the buildina or work authorized by such permit is within 180 days from the date of - STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED: TO COMPLY WITH 'ALL CfT'i', COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any lime aier the work is commenced for a perIod 01180 days'- - STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND - KEEP HARMLESS THE CITY OF 'CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANT S SIC URE * NERD WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ', APPRO' "BY - CONTRACTOR ED •,, DATE BY PHOFE 0 4'V9 G EXPENSES RANTING OF THIS PERMIT -i:L- z 10 — TYPE I DATE INSPECTOR BUILDING FOUNDATION FIELD INSPECTION RECORD - - REINFORCED STEEL REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES MASONRY I INSPECTION REQ. IF INSPECTORS DATE -' GUNITE OR GROUT CHECKED APPROVAL SUB FRAME Li FLOR Li CEJJING SOILS COMPLIANCE / ••.. \ SHEATHING GrAOOF SHAR 3Y PRIOR TO ,L--- FOUNDATION INSP FRAME STRUCTURAL CONCRETE EXTERIOR LATH I - OVER 2000 PSI INSULATION PRESTRESSED CONCRETE INTERIOR LATH & DRYWALL f, POST TENSIONED - U CONCRETE I PLUMBING FIELD WELDING Li SEWER AND BL/CO Li PL/CO HIGH STRENGTH I BOLTS UNDERGROUND Li WASTE 0 WATER .. TOP OUT ASTE L64JATER if. i' - )CIAL MAS1-01 NRV TUB AND SHOWER PAN I GAS TEST I , -Sb /Lfr-7._ - -PILES CAISSONS : Li WATER HEATER Li SOLAR WATER ,. •-- . N, ELECTRICAL Li ELECTRIC UNDERGROUND UF.FER _______ ii . - . :--. 0 ROUGH ELECTRIC '\ /t 46 (1Cb-,,_. -- .•" - - ELECTRIC SERVICE Li TEMPORARY BONDING 0 POOL '_ - _______________ * ,• _____________________________________________________________________________________________ MECHANICAL -,-- DUCT & PLEM., 0 REF. PIIING _________ -• ______________ - HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPEC7ON WHEN ALLA1'1R6PRIATE ITEMS ABOVE HAVE BEEN APPROVED.. FINAL - - - PLUMBING I .-' -- _________ I --_.- ELECTRICAL - MECHANICAL GAS BUILDING, • SPECIAL CONDITIONS - -- -' -S.- 5 ---'- .-,- .. - '5-. '•'_S9. _S_S._. -' 5, Tik - 5-- 4 -- 5 1-,. - J(.i4 37,1 quu a; City of Carlsbad . MISCELLANEOU84 k. -'" 371OU IL 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 RECEIPT .Address MISCELLANEOUS FEE RECEIPT El VALUATION ______________________________ IJZ5 ,4t1L PLAN CHECK FEE 001-810-00-00-8821 Mailing - Address .?7/1 Z,E(VAD,4 - Cr. cit I m S LI Z~'Ixl Zip =Lq2 014 Tel. jq 11 Contracto( J,' cdsr7z '/77&I O Address Tel. City Zip State Lie. - S. Classil. ,. 3/ Tq7 City Lic. No. El - LEGAL DESCRIPTION . . 4A 0057W 1-b t El- ASSESSORS PARCEL NO. El DESCRIPTION OF WORK El El PLAN ID NO. • El____________ ____ - TOTAL FEE $ .. . CONTACT PERSON -fr',E .J.. WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. OMMENTS: - - ADDRESS //t' ,cis jL--------------. - . . - . ,•/•_• ZIP . 4 PHOE#L-,Zq) /1 IVI'-, • Signature of Applicant _________________________ White - Applicant Yellow —'File Pink - (1) Finance (2) Data Process Gold - Assessor ..,,. ' -- -"••- -' -•' 1 FINAL BUILDING INSPECTION PLAN CHECK NUMBER: / 86-282 DATE: 51987 PROJECT NAME: ADDRESS: 2544 LaCosta PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: ifd NUMBER OF UNITS: 1 CONTACT PERSON: Lv1 CONTACT TELEPHONE: 7 i-2 994 all dAnt S DATE SPECTED _ ?APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED COMMENTS: .. Rev. 1/86 WHITE: Suspense BLUE: Water District LEEN:ngineerin NARY: Utilities PINK: Planning GOLD: Fire "•;r ' .. :c'4', •.;''t ' '. .' . - -.-.•.. .,' ' FINAL BUILDING INSPECTION PLAN CHECK NUMBER'.' 86-282 . DATE: 51987 PROJECT NAME: ADDRESS: 2544 LaCosta PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: qfd NUMBER OF UNITS: CONTACT PERSON: Lvl CONTACT TELEPHONE: 71-2944 , ft UT!LITI Elf- MAINTEMANCt all dent -. 8 EN A &-rz. — - - INSPECTED BY: DATE INSPECTED: APPROVED INSPECTED DATE.. BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: CO 5 Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: K: Planning GOLD: Fire . FINAL BUILDING INSPECTION ... . PLAN CHECK NUMBER: 86-282 DATE: 5-19-87 JF PROJECT NAME: . . ADDRESS: 2544 LaCosta PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: f NUMBER OF UNITS: CONTACT PERSON: I.v1 P. CONTACT TELEPHONE: 7 5,71-9991, ,ill dnt INSPECTED DATE MAY-'2'2 '19 - BY: /(._&)'(A__— INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED . DATE BY: INSPECTED: . APPROVED DISAPPROVED Costa át viunicipai Water bistrict COMMENTS: Engineering Department (619)438-3367 -. -4.....:, - -:..,• • . . . .- ,. .. .• • . .. •- . • . - 4 4 - ••- 4. t . Rev. 1186 WHITE: Suspense Water District REEN: Engineering CANARY: Utilities PINK: Planning • GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (6 19) 5601468 DATE: JURISDICTION: -C pn2L T25 oc~ 10 PLAN CHECK NO: PROJECT ADDRESS: ZS4-4 L- Co[-4 Yc'j PROJECT NAME: •Lo'J c2c. APPLICANT D PLAN []FILE COPY [)UPS []DESIGNER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply , with the jurisdiction's building codes when minor deficien- cies identified dt TI4 are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's dopy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: fl Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: \2.\aCa Telephone q55 LI REMARKS: (111) By:jvA Enclosures: ESGIL CORPORATION F zj, sjze, C8 s-ze - i-t L Cc.-r-. So amcr 4S LOL) Y') (: 2. 2.-e'. Ig O U- L. rt1J JJ Vr \'OT c L -S — -r 11i CO Ui f Lç0 (.i i 2. L_e T 1 S 't) Cv — C i- )C L r H -2J c A) S VIA 1 03 Lo. C r- Sc7-4 'U i1-çE c)i i Z 2OVL C &YU Lo z5 -) yu-ri c - iZ. c) r) 7 p. c OJ i- •-r1- 4-" 1?n4 OsD O OT (rZTh1ULr LO Co Q L c. Lu 71-f -i1-k- o?j O L) -- (WOO V\l(4-r JO'r '-Jt r I o' (tr 1 t +1/\ I 1Th )O) Dffl ô U oT , 'Th CO4 S0 ur4 O) r c -r useoV7? c 14H FDQ 1) 0 -'n a i) F9 ),r& i1-4 &- r2 i2 rn2L s -S t-r- - frOirD 1 L-(3 — /1 QLC I C, VL-&GL,i t2O -r o PtPo Y2-t.I ( 1H 1T4i (3 P (IJ'Q O t t1+ ' naD C)'C, C Lour I ,) pj' • ' T4i QD '-hcjy) Pr'. 11 ou ?thus "Tho - CO Qe12 91 Q(' To Q 2- iO rn KK or U) +-9•1 IL- l\)L lv Cor . Onçr ( ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: (ol 1 12J 8(o JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: 2Sz- PROJECT ADDRESS: 54- L'A. COrq PROJECT NAME: APPLICANT PLAN CHECKER FILE COPY UPS DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply : with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: LL( Lt r(z 1.0 )12T CA- 607 Esgil staff did not advise the applicant contact person that plan check has been completed3 O r-i i'J4 0 Esgil staff did advise applicant that the been Person plan check has completed. contacted: Date contacted: Telephone # REMARKS: ENCL6S1O BY: \ . ESGIL CORPORATION • 1( Oo1i.s )t\ \\YS3 CEM PLANNO. JURISDICTION: CITY OF CARLSBAD TO: Lyi-L a7itQ$9Z1 Cr:; '37-007 ENCIDSURES:6), 1O C4)- C J(Eac1 '\JcYm Poz1-' PROJECT AflRS:.____ 2q-4- Date initial plan check completed: 2.CPIh2)CBy: Applicant contact person: __Telephone:l2°t'?4 FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform 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 Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1982 IJBC (eff. 7/1/85) 1982 UPC (eff. 10/1/85) 1984 NEC (eff. 10/1/85) 1982 UMC(eff. 3/1/85) PLAN (X)RREcrION SHEET SDELE FAMILY AND IXJPLEE 1JELLIPKS Date plans received by jurisdiction: MOM. C-1 8c, Date plans received by Esgil Corporation: The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e., plan sheet, specification. etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS 1 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: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. (i, 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: The jurisdiction's building department. ,3? Indicate on the Title Sheet of the plans, "the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. 4 Plans, specifications and calculations shall be signed by a California state licensed engineer or architect. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport,, patio, deck and balcony. Section 302 (c). 6 Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, tJMC, and UPC and 1984 NEC. / Submit fully dimensioned plot plan drawn to /scale showing location, 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 lot corners. Section 302 (c). Indicate distance from center line of street / or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PI0N /Walls closer than 3 feet to property lines SL11 be one-hour 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. Section 1709 (a)). i Projections, including eaves, may not xtend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 1710 and Section 504 (a) and (b). 1/ Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Y. Projections, including eaves, shall be e-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke "detector, centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the /basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. _)E )) L-) -iiPc. H-J' Of 3/25/86 C. ROM SIZES LIGHT. WILAIION AND (flAZflIG / Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the 4loor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms fmust be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). 14 At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling is at least 7 I and the longer side is at least 65% open. Section 1205 (a). 2 Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). F. No habitable room, other than a kitchen, shall be less than 710" in any dimension. Section 1207 (c). 2. Show that ceiling height for habitable rooms is a minimum of 71 6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'011. Section 1207 (a). 3 3/25/86 Dimension on the plans, the 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406 (d) 7. Ab Glazing in shower and tub enclosures shall tempered, laminated or approved plastic cluding windows within 5 feet of ~tubor shower floor). Section 5406 (d) 5. 38<' Sleeping rooms shall have a window or "exterior door for emergency exit. Sill height 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". Section 1204. 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. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a Anezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. ITS SIAI1JAYS AND RAILINGS Floors above the second story shall.have /not less than 2 exits. Section 3303 (a). Required exit doorways shall be not less 'than 3611 in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for /porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. Z1 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. Section 3306 (b) & (c). Maximum rise 8" and minimum run is 9". Minimum headroom is 616". C. Minimum width is 30". 3 . All handrails per Section 3306 (j), shall atisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. (See attached). 4 3/25/86 W. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). A door may open over a stairway landing provided the door, 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. Section 3306 (g). 134. 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. Section 3304 (h). )4'. Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 30 inches. Provide spiral stairway details, per Section 3306 (f): Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4/. Spiral stairways must have a clear walking /space of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number or metal 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. Section 306 (a) 4B and -Section 306 (f). J'/ In buildings over 2 stories in height, /provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). /6 . Exterior stairways shall not project into 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed Asable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). K. RWFING Specify roof slope. Roof slope is not adequate for roof type (specified. Table 32-B; Section 3203 (h). Specify roof material and application. (chapter 32. 5 Specify I.C.B.0. or U.L. approval number for roof materials not covered in U.B.C., e.g., title, etc., Section 107. The maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. 5 . The minimum slope for a fire retardant ,Guilt-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. te . Show roof drains and overflows. ction 3207. Provide skylight details to show compliance bith Sections 3401 and 5207 or provide I.C.B.0. approval number. 1c. Plastic skylight must be separated from each other by at least 4 feet. Section 5201 (a) 6. e s 8 w Sho attic ventilation. Minimum vent area 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). Provide fireplace construction details or mote construction to be per attached fireplace standard drawing. chapter 37. Show veneer support and connections in /Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. Is. eLmJ prrnocnt.yr &yvo t 5 3/25/86 Show height and construction details of all {Dasonry walls. chapter 24. 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. Section 2414 (a) 8. fal Show floor and roof connections to masonry ls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the (foundation. walls, below finish grade, where useable space exists on the interior sideof the walls. Sction 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARME AND CARPORTS /6.Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). Øi All elements supporting floor above garage, /including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). . Show 1 3/8" solid core self-closing door or openings between garage and dwelling. / Section 503 (d). - Garages are not permitted to open into a 'room used for sleeping purposes. Section 1104. Openings between carport and residence /require self-closing doors and stationary windows. Section 1214. ;plate 1Show garage framing section, size of header vergarage opening, lateral cross bracing at line, method of bracing garage front, and holddowns if required. chapter 23. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. Doors may open into the garage only if the floor or landing in the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). B. FOUNDATION 3irniiEW1S Per soils report, note on the plan the soils classification, whether or not the soil is I' expansive, and note the allowable bearing value. Section 2905 (c). );37) The foundation plan does not comply with the soil report recommendation for this project. Please review the report and modify design, notes and details as required to show compliance. e Provide notes on the foundation plan foundations, ting the soils report recommendations for slab and building pad preparation. 6 3/25/86 The soils report recommends excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the Contractor requesting a Building Department Foundation Inspection, the soils engineer shall'ádvise the building official in writing that: the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; the foundation excavations, formings and reinforcements comply with the soils report and approved plan". i Show height of all foundation walls. pter 23. 3A'. Show height of retained earth on all foundation walls: Chapter 23. /0. If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. A. Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. 82' Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). 12.66IL.g P83-(<rension foundation.per , 'Xt1We12?AJ tedV 42tJA Wth D th 2//J '/' 10" ,/ Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 3/25/86 . Show foundation sills to be pressure 'treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (e). 28("--Specify size, I.C.B.0. number and mufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). ,~~b87 If required by structural calculations, show size, imbedment and location of hold down \ anchors on foundation plan. Section 2312 (f). b88 If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. V) Section 305 (e) 2. U89 Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). /. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). /9 n . i Show pier size, spacing and depth into usturbed soil. Table 29-A. Z9 . Show minimum underfloor access of 18" x ' 24" . Section 2516 (c). Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). 9/' Specify that posts embedded in concrete shall -be pressure treated per IJBC Std. No. 25- 12. Section 2516 (c). I. FRA14I 9 . Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging or blocking. Floor /: Note and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). 9I. Show blocking at ends and at supports of or joists, and for rafters at exterior walls. O;exterior tion 2517 (d) 3. Show solid blocking at ridge line and at walls on trussed roofs. tion 2506 (g), Section 2517 (h). 10 . Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 5. Show double top plate with minimum 48" 'lap splice. Section 2517 (g) 2. Show nailing will be in compliance with rable 25-Q. Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 19.?. Bearing partitions, perpendicular to /joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be (spaced not more than 4 feet on center and be just above the ceiling joists,' where rafters ceiling joists are not parallel. Section 2517 (h) 4. 43. Show rafter purlin braces to be not 45 degrees to the horizontal. Section 2517 (h) 5. C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible V materials. ç 1 5 10 . Show stud size and spacing. Maximum llowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. Studs supporting two floors, a roof and /ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 19i. Show double joists. Floor joists shall be 6oubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 11.4 112U'S (,.&) LQU it) C ?L, Y+ 8 3/25/86 9 3/25/86 (S~'Show on the plans all structural requirements developed in the structural calculations. Columns and posts located on concrete or ,Aiasonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. /13 . . Individual concrete or masonry piers shall ect at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 1. Show location of attic access with minimum Aize 22" x 30". Section 3205. Show draft separation for attic areas etween units in a duplex. Section 2516 (f). /6-Wood stud bearing walls, with studs at 24" .., require 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. Specify plywood grade and panel 'identification index. Table 25-N. When roof pitch is less than 3:12, design 1ridge as a beam. Section 2517 (h). If foundation cripple wall studs are less 4han 14" framing shall be solid blocking. Section 2517 (g) 4. iyS. Note an A.I.T.C. Certificate of Compliance /or glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). 1. Detail all post to beam and post to $ooting connections and reference the detail to the plan. Section2516 (m). 1121 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. 1113 sn/. Specify nail size and spacing for all ,-' &ear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, K) and Section 4713 (d). - Show 3" x 4" or 2" x 6" studs in first Jtory of three story building. Table 25-R-3 15 Provide truss details and truss calculations for this project. '/6. Provide roof framing plan and floor framing plan. Section302 (a) 7. Provide framing sections through ouJ 12ce.s ROD EkaV2 S+9 Liut- '? Section 320 (a) 7. 11 . Specify all header sizes for opening over wide. Section 2517 (g) 5; (9. Provide calculations for main vertical and f7 horizontal framing members and post footings. / Section 302 (a) 7. 12 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (9) 7. 1. Cripple wall studs exceeding 4 feet in Zht shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. 1,11. Show plywood sheathing over exposed eaves, 16r other weather exposed areas, is exterior grade. Section 2516 (g) 3. 2. Show a weep screed at the foundation plate ,1.ine on all exterior and stud walls to be stuccoed. Section 4706 (e). 4. Show corridor width to be minimum 36". edtion 3305 (b). Specify truss layout for 301''x 30" attic /ccess. l)'. Ridges, hips, and valleys shall be at 4east one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. / - Section 2501 (b). 1)1 Show minimum 30" deep unobstructed working (space in front of furnace. Section 505, UMC. 1. Note on plans, clearances to be per manufacturer's listing. Section 504, UMC. Jta Furnace shall not be installed under any 1rway. Section 704, UMC. Furnace shall not be installed in any droom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. 1 . Show I.C.B.0. approval number for prefab fireplace. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. e Note that passageway to the attic furnace l be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. /Note on plan: Gas vents and noncombustible piping passing through three / floors or less shall be effectively draft 3 . Every dwelling unit shall be provided with stopped at each floor or ceiling. heating facilities capable of maintaining a room UBC, Section 1706 (a) 6. temperature of 70 degrees F. .at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. 10 3/25/86 J. MECHANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. a . Show the( ,ocation and type of all heating and cooling appliances or systems. 8. Show source of combustion air to furnace, 'per Chapter 6, UMC. 1)4'. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. Show details to comply with Section 709 Or -furnace under the floor, or Section 710 for roof or outside furnace. X. ELECTRICAL (NATIONAL KLICAL CODE) All wiring shall comply with the National Electrical Code. X0. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. lk( Show location of all electrical Ieceptacles. 1,. Electrical receptacle locations and/or 'pacing is not adequate in 4.3 Show at least one convenience outlet other outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. 54 Note convenience outle in bathrooms, outdoors, and n arages ~d lasements (other than for laundry an similquipment) shall be GFI protected, NEC, Art. 210-8. R . Note electrical system ground to be provided per NEC, Art. 250-81. L. PLUMBING (UNIFOii PLUMBING DE) l?I •Show water heater size, type and location 4n plans. UPC, Section 1310. Show source for providing combustion air Ito fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. e Provide adequate barrier to protect water eer from vehicle damage. UPC, Section 1310. S19. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Provide dryer vent to outside. tJMC, Section 1903. J . Note on the plan that hose bibbs and lawn ,Psprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. Shower stall shall accommodate a 30" circle and have a minimum floor area of 1,024 sq. in. UPC, 909 (d). M. NOISE INSULATION (INJPLKXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. 7iP;MgY Show how penetrations of assemblies for 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. Y6. Provide insulation in walls and ceiling to ieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. N. EMKICY CONSERVATION: PLEASE READ State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 167 Show on the Title Sheet of the plans, the required elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. 16 . The plan sheet showing the required elements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. J?. Show on the plans the "R" value for the ' walls, floors, ceiling and related areas Aon Show double glazing as per Energy Design, azing Schedule. 7 1V - Show on the plan how shading requirements re satisfied. 172. The plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 12 3/25/86 7 . Specify on the building plans all of the ,, mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". 7 Show the size, type, make, model and location of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & DUPLEX SUPPL4RNT 175. Energy conservation design should be for Zone 7 . See attached energy packages. Flodr drains must have auto-prime /(city policy). 17 . Note exhaust fans cannot be ductless type (city. policy). 7 . New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar "water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Z/. Incorporate the waterproofing details, on e attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 8 Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet..4Q,68- All new residential buildings, including additions, require a soils report. Please submit two copies. /4. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). 1 . Please see additional corrections, or 4emarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact - 0 Z3irvi at Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. Enclosures: IG 3 4S c 3OTS \-c2.JW\ T?- v1 fl233' 13 3/25/86 2 to 31, in..lui-ie 32 to 541, inclusive 55 to 70, inclusive 71 Test Nurrber Week Endir October 40 1969 October ii, 1969 October 18, 1969 October 25, 1969 February 20, 1970 PHILIP P4ENKING 8EMTON pIlIOI..T CIVIL INGIII BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS FOUNDATIONS 6741 CL CAJC4 BOULEVARD SAN DIEGO. CALIFORNIA 92115 February 24, 1970 SAM DifaO, 3O3.S54 LA MIIA, 469.6S4 Rancho La Costa, Inc. Route I. Box 2550 Encinitas, California 92024 Subject: Project No. 69-10-ID Compacted Filled Ground lots 186 to 191, inclusive, and 4 Lots 195 to 205, inclusive La Cos', t Uni~ 0 ~ TounFy,a Gentlemen: This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed on certain areas of Lots 186 to 19 1, inclusive, and 195 to 205, inc!osivs, of La Costa South Unit No. 2, San Diego County, California. The fills were placed dunir the period between October 2 and October 24, 1969, with some final cleanup in February, 1970. The cproximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drowkg No. 1, entitled "Location of Cornpac;ed Filled Ground." The grading plan used for the placement of filled ground was prepared by Rick Engineering Company and dated August 12, 1969. The approximate locations at which the tests were taken and the final test results are presented On pges3 and 4, under the "Table of Test Results." The laboratory determinations of the maximum-dry densities and optimum moisture contents of the major fill materials are presented on poge 5, urkr the "Laboratory Test Results." Some of the maximum dry densities shown in ti1. "Table of Test Results" were combinations of these. The tests were token durire the weekly pods n'Jiccted below: Project No; 69-10- ID -2- February 24, 1970 La Costa South Unit No. 2 The fincl results of tests and observations indicate that the compacted filled grou nd has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a sale bearIrj value of at least 2000 pounds per rquare foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one loot below a I 1/2 horizontal to I vertical iinc projected outward and downward frcn-i a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one or two story wood frame dwellings without detrimental settlements. Incur report of the original investigation conducted at this subdivision, (Project No. 69-3-24EC dated May22, 1969), we stated that some "expansive" soils existed on the site and if they were allowed to remain in the upper 3 feet below finished grade some of the lots would require specially designed footings and stabs. We further.stated that these lots would be listed upon the completion of grading Ajjofthjjpts were found to have critically expansive Soil remaining in upperThe 3 feet . • It is recommended that the following,special design precautions be taken for the houses to be constructed in the subject subdivision. Isolated interior piers should not be used. Continuous footings should be used throughout, and these should be placed at a minimum depth of two feet below the lowest adjacent exterior final ground surface. Reinforce and interconnect continuously with steel bars all interior and exterior footings with two #4 bars at 3 inches above the bottom of all footings and two #4 bars placed 1 1/2 inches below the top of the stems of the footings. Use raised wood floors that span between continuous footings, or reinforce all concrete slabs with 6 x 6 - 10,10 woven wire fabric and provide a minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs under living areas. Separate garage slabs from perimeter footings by 1/2 inch thickness of construc- tion felt oi- equivalent, to allow independent movement of goroge slabs relative to perimeter footings. Provide positive drainage awy from all perimeter footings to a horizontal distance of at least 6 feet outside the house walls. The safe beaiinj value for footings on natural ground is 1795 pounds per square foot. Respectfu lly submitted, 6ENTON ENGINEERING, INC. Reviewedbç Vlliorn G. Catlin, Civil Engineer Philip H (Benton, Civil Engineer I N1O LI(.IN LIN(. INC. Dates(/ CITY OF CARLSBAD Prepared by Bldg. Dept. VALUATION AND PLAN CHECK FEE E3 Esgil PLAN CHECK NO. S60 - zs' —= BUILDING ADDRESS -'2 54 14 b-Pr COST4 i\fl. APPLICANT/CONTACT V11a'. PHONE NO. T'3 2P1- BUILDING OCCUPANCY M DESIGNER PHONE_____________ TYPE OF CONSTRUCTION \J— CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE bfèO" L u; iL 6r - r c. = Gv- (1J @ (4. 00 Air ConditioninE - _______________ ___________ Commercial - Residential Res. or Comm. Fire _Sprinklers Total Value Is- Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $-7DO Plan CheckFee $ 2 0 $ COMMENTS: 8/4/82 .4 0 w z 0 PLAN CHECK NO. ( ?4ADDRESS I C0 L DATE - (_ PLANNING ZONE: TYPE OF PROJECT: -- SCHOOL DISTRICT: SAN DIEGUITO ____ ENCINITASt_AARLSBAD SAN MARCUS SETBACKS: FRONT SIDE COL REAR Ol DISCRETIONARY ACTIONS: _ REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED: ADDITIONAL COMMENTS: sir.TO ISSUE: DA T E:_q el MR , nn_nnn , r pnnn ri rrn,nrirrrcrcr1ri n nririnnir,cnnri rIntinnnrinrrn ENGINEERING LEGAL DESCRIPTION VERIFIED? APN CHECKED?_. P.F.F.:__ NIB ---- PARK-IN-LIEU QUADRANT: FEE PER UNIT: RIGHT-OF-WAY:)- TRAFFIC IMPACT FEE PER UNIT:70 - EASEMENTS: -: DR VEWAY :'7Ae'24' cg IMPROVEMENTS: FIELD CHEC INITI LSt2 E . D. U. :hj/i7 - EWER: LATERAL: -- INDUSTRIAL WASTE PERMIT:_________ GRADING PERMIT: GRADING COMPLETION CERTIFIED: RA I NAGE ADDITIONAL COMMENTS: DPD2:DPD6:04/1 5/86 ENCINITAS UNION SCHOOL DISTRICT r ' 189 Union Street Encinitas, CA 92024 Telephone: (619)753-1152 Dedication of Land or Fees for School Districts (Title 8, Division 2, County Code) • TO: The City of Carlsbad Plan Check No. 1200 Eizn Avenue I Carlsbad, CA 92008 Effective JLL1 . •,' •••• •' . Date Paid Plan Check Fee ••*•** *** * **•*** *** *** * ** * ** *** **** It * PROPERTY OWNER'S NAME PAUL- - ADDRESS 2 $'l'J_£5iq 4€C44LSTELEPHONE •73 _2.g4f •,' PROJECT NAME (if applicable) P44ut. ' PROJECT' LOCATION xvqq'L4 Cos 4t'i.. _Cr ASSESSOR'S PARCEL NO. ;214 08 •. TOTAL NUMBER OF DWELLING UNITS I Applicant__________ Tit Date V It * *0* * * * * * * * * * * * * * * * * * * * * * * * * * * School District Certification No. bedrooms/like rooms I certify that the requirements of Title 8, Division 2 of the County Code for school facilities dedication of land or fees have been satisfied for the above described project. r 0 * *•J* * * * It * * * 0* * * * * * * * * * * * * It * * * * It * * * * * At NOTE TO ) A review of one set of plans is APPLICANT) required by the school district. 01 Iributton: Whit. A pp, icent Yellow: blttrlct Pink: Applicant / 2 DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 (619) 436-5525 DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS - CHAPTER 21.55 CARLSBAD MUNICIPAL CODE RETURN TO: BUILDING DEPARTMENT City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 FROM: School District SAN DIEGUITO UNION HIGH SCHOOl. DISTRICT Name of District I Plan Check No. -. -I- [7ective DateDate Plan Check ¶e Pd Property Owner's Name E PA.. L.O'E -2 9 t(l Project Address Z1S4l1 L. A Co4 kJi, 4536 Project Site Legal Description kA Cosr Setjr*4 01i Project Site Assessor's Parcel No. -A P1¼1 2.1 1O 6 Project Description - Incl. no. of dwelling units (f SW&Lra Department Official - Signature Title Date ' SCHOOL DISTRICT CERTIFICATION I aertify that the requinamixts of Chapter 21.55, of the Carlsbad ?4icipa1 Code r school facilities dedication of laid and fees have been satisfied for the described project. Authorized P4.ad District Off 7i inator 8-20-86 I S1atur --• Title Date . Note to Applicant: A review of one set P1&S may be required by the school district. r SRJL IT ..'.. VJ OF r h. j-i L.( k AJLf LEUCADIA COUNTY WATER DISTRICT ADD? 1l\TTflM cnD crl.IfQ VPVfrI Owner's Name - Phone No. q92-128A (RF.s..) Thomas P. Peppler Mailing Address 15647 Calistoga Dr. (21)670-0744 (BUS) Ramona, CA 92065 Service Address: Tract Description: mt 29 La Costa South #1 Assessor's Parcel No. ,.2, - 3- Type of Building Single Family No. Units i Connection Fee $6nnn0 Lateral Size: 4" - 6" - 8" Saddle Easement Connection (pre-pd 200.00) Extra Footage: @ $ Extra Depth: @ $ 40000 Amount Rec'd $400.00 I Lateral Fee Prorated Sewer Ck. No/Cash Date 226 9-27-79i Service Fee Total $600M0 Rec'd By jrg The appiication must be signed by the owner. (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's buildingsewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant'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 speci.ficatios, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BYTHE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. 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 begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a 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 is correct and agrees to the conditions as stated. . •.- ________ C///-11121 VI '; Owner's Sign t ate/ Account No.