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Home My WebLink About1125 HOOVER ST; ; 87-348; PermitI hereby affirm that I am licensed under aprovialonS of Chapter 9 (commencing with " Section 7000)'ot Division3 of the Bu'siness a and Professions Code and my license is in ., full force and effect. I - Lic No ___________________ Class - . -- - - I hereby affirm that i am exempt from the Centrac' - - 'torn License Law 'fur the following reason (Sec." 7031.5 - Lu Business and Professions code Any city or county which re-quires a permit to construct, after, improve, demolish, or _. _repair any structure, print toils issuance also requires the ap—plicant for such permit to fife a signed statement that he is licensed pursuant. to. the provisions of the Contractors License Law IChapter 9 Commencing with Section 7000 of Division 3o1 the Business and Professions Code) or that is en' - "erript therefrom and the basis for the alleged exemption. Any violation 01 Section 7031.5 by an applicant for a permit sub' * jects the applicant to civil penally of not more than live bun' • 01 dreddotlars ($500)'... - 0 I, as owner of the property, or my employees with wages as their sole c0mpe05a1i00wi11 do the work, and the stroc' lure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does 5 not apply to an owner 01 property who builds or improves m thereon and who does such work himself or through his own CC employees, provided that such improvements are not intend' 'ed or offered for sale. It, however, the building or improve-" I Z mont is sold within one year of Completion, the owner:builder will have the burden of proving that he did not build or im- O• T prove for the purpose 01 safe). - _. ". ._ I, as owner of the property, ant exclusively contracting - wl licensed controctors to Construct the project (Sec. 7044, • Business and Professions Code: The Contractor's License Law does net apply to an owner 01 property who builds or im' proves thereon and who contracts for each projects with a - contractor(s) license pursuant .10 the Contractor's License 0 - Law). 0 As a homeowner I ant improving my home, and the follow. ing Conditions evist:.,... - I'.-141 t..The work is beivg performed prior tonal e. • e - - 2. .1 have '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. lam exempt under Sec. _________________ -B & P.C.' - 1for this reason • - , B. ' - b 0 thereby affirm that I have a certificate of consent - to' sell-insure. or •a certificate of Workers' Sompensatron Insurance, or a certified copy thereof - 'Sec, 3809. Labor Code). . - TPOLICYNO_ea - - • COMPANY FpQw. _topytstee1 wdh the city, - - 0 Cefltttd cGy to hereby furnished -0 CERTIFICATI or EXEMPTION FROM - -' WORKERS COMPENSATION INSURANCE - - .• LLI ' (rhs secrron need not be completed 1 toe perrrot 5 for one hundred dollars ($100) or less) 0- I certify that in the performance 01 the work for 0 which this Permit is issued. I shall not employ any 3 person in any manner so as to become subject to • ' the Workers' Compensation Laws Of Caltorota • NOTICE TO APPLICANT It alter Making this Cert - Itcate 01 Euemptton, you should become subject to aloe Workers' Compensation.-provisions of toe Labor Code, you most torrrtwtth comply wth' such provisions or this Permit shall be deemed revoked 0 'hereby, aIIm that there to a constructor a CC - . lending agency for the performance 01 the work to, wh,Ch rh,s.permt is issued JSeC 3097. Civil GoOd UJ I Lender's Name 0 1-" L ,..Lenders Address In 1 "O I- 4 4 ..2 C.) Ui 0 USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT ' APPLICATION & PERMIT - - 1200 Elm, Carlsbad, California 92008-1989 (619) 438.5525 JOB ADDRESS AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICATION BUSINESS LICENSE #,-y VALUATION PERMIT NUMBER • ZONE P -- L T 4' BLOC SUBDIVISION ASSESSOR PARCEL NO. CONTRACTOR CONTRACTORS PHONE a -6L,fr/S-r4 zo I), . RD 6,e yr A . L1iI._ ,_111 2 0 OWNER'S NAME ' tVz.*fr&c OWNER'S PHONE 7zq- Ye. % CONTRACTOR'S ADDRESS LICENSE NO. PLAN I.D. # ' BLDG USE CODE . ç .j, V3b.' .)'Q L't I- V, j, - OWNER'S MAILING ADDRESS . DESIGNER J LICENSE e STANDARD PLAN # BUILDING SO. FOOTAGE • 1L2- S* - . _a .d t2S b bvp,. . . - DESCRIPTION OF WORK I — (cD1QJSex DESIGNER'S ADDRESS DESIGNERS PHONE - - - •' a • EDU F/P FLR ELEV. NO • 0CC OP STORIES 5'DND . .,''• -- - CENSUS TRACT, OP LANE) USE - -PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE 0CC LOAD FIRE SPA - AREA - CONST mD N 0 YD NO ' YO N 11Not Valid Unless Machine Certified • - QTY". PLUMBINPERMIT - ISSUE - ' OTY. MECHANICAL PERMIT -ISSUE 3 -• . SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAIW IOISt .51 - INSTALL FURN. DUCTS LiP TO 100,000 BTU , BUILDING PERMIT 01-00'00-8220 - — EACH BUILDING SEWER .' . - ' . OVER .100,000 BTU . .. , - SIGN PERMIT • • 01-00-00-8221 EACH WATER HEATER AND/OR 'VENT . BOILER/COMPRESSOR UP TO 3 HP .' PLAN CHECK 01-00-00-8806 EACH GAS SYSTEM 1 104-OUTLETS- . ' . " . BOILER/COMPRESSOR 3.15 HP ' ' TOTAL PLUMBING - - 01L00'00'8222 - ... .EACH GAS SYSTEMS OR MORE.... ., . , METAL FIREPLACE ' . - - . ELECTRICAL. • 01-00-00-8223 - . EACH INSTAL.. ALTER, REPAIR WATER PIPE • . VENT FAN SINGLE DUCT .L. - MECHANICAL 01-00-00'8224 ' EACH VACUUM BREAKER . ' ' - * MECH EXHAUST HOOD/DUCTS ' MOBILEHOME - - 01-00-00-8225 WATER SOFTNER • - ' - ' - RELOCATION OF EA FURNACE/HEATER • , ' MOBILEHOME PARK INSP'.,. ,. -' - - - . -. -. -• EACH ROOF' DRAIN (INSIDE). ,' • ' - -- - SOLAR 01-00-00-8226 -' ' '• '- - .. • -' OTALHANICAL '0.J - - " - I .- ) - STRONG MOTION • , • 80-92-33-0519 , - • - - TOTAL PLUMBING. . 1-7 . - - FIRE SPRINKLERS -, 01-00-00-8227 OTY. - • - . . , - •',I- ELECTRICAL PERMIT -ISSUE . ,' ' QTY. . . SOLAR - ISSUE ,• ' PUBLIC FACILITIES FEE .32-00-O0-89 BRIDGE FEE - NEW CONST EA AMP/SWT!BI< R 5 - _- COLLECTORS . - . SCHOOL FEE - DISTRICT ' I PH • 3 PH - . STORAGE TANKS . . . Carlsbad 80-92-21-0519 • - -- EXIST BLDG EA AMP/SWT/BKR • ' • ... ROCK STORAGE - . • •--'- - ' - Encinitas -. -- 80-92-22-0519 '- - - - - I PH 3 PH -- .". PUMP - • . - -- San oieguilD, • - ' ' 80-92-23-0519 - RE MODE I.'ALTER PER CIRCUIT ' PLAN CHECK FEE ' - "•. . ' San Marcos ' - 80-92-24-0519 -- TEMP POLE 200 AMPS - - '' . , . ' - ' - . . . . . ,•.•. ..•.• ', . - OVER 200 AMPS . . . . ' . LICENSE TAX 01-00-00-8162 TEMP OCCUPANCY (30DAYS) _• ''.'. -- - .' . ' ' I - MFF 80-92-57-0519 -- -• . .• --t..,,, -.- CREDIT DEPOSIT -_,-. TOTAL ELECTRICAL _ Lay '- " • - TOTAL: SOLAR • -- TOTAL 'FEES PAYABLE. , '1 I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by theOuil ding Official under the provisions of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by hmttatton and jOL ced within 180 days me null and void. lithe building or work 5• 0" DEEP AND DEMOLITION OR CONSTRUCTIGN OF the date of authorDECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permiJf7' ltt budcbnaodi?'LjBn uch ized bo/uch permit suspe nded STRUCTURES OVER) STORIES IN HEIGHT ISSUED: TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandone_atanytime art?T_wormm_edtonapeniQd01180dapo. - APPLIC NT S SIGNATIE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , - " 'A APPRLVE . 01 , BY DATE OWNE CONTRACTOR I GRANTING OF THIS PERMIT EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE I'a -- BY PHONE - (9—sr 'S - T FIELD INSPECTION RECORD - * REQUIRED SPECIAL INSPECTIONS - INS-RECTION IF CHECKED.INSPECTORS DATE INSPECTOR S NOTES REO. 77 I — APPROVAL SOILS-COMPLIANCE PRIOR TO FOUNDATION INSP --------------- - STRUCTURAL CONCRETE OVER 200011 PRESTRESSED"-- CONCRETE POST TENSIONED. CONCRETE ' S. "••S.',•"S FIELD WELDING *. . S HIGH STRENGTH BOLTS - 1k SPECIAL MASONRY \ '' -- -' PILES CAISSONS .- I - - S - 1.• - S \J:'•'\J. !r '.!! '_.' • . I . . - . , - - -".'T-- ' '' c - -. 4 ___,4S S . - 55 - - ' • S TYPE V DATE INSPECTOR BUILDING FOUNDATION is REINFORCED STEEL- MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING 0 ROOF 0 SHAR FRAME' EXTERIOR LATH - INSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO. EPLICO UNDERGROUND 0 WASTE 0 VIATER - TOP OUT 0 WASTE .0 WATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WAER ELECTRICAL ELECTRIC UNDERGROUND 0 OFFER ROUGH ELECTRIC ELECTRIC SERVICE 0 TEMPORARY O BONDING 0 POOL __MECHANICAL, 0 DUCT & PLEM., 0 REF. PIPING HEAT - AIR COND. SYSTEMS VENTILATING SYSTEMS CALL FOR-FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEENAPPROVED FINAL PLUMBING I " 4—(r(c2' ELECTRICAL MECHANICAL GAS BUILDING ,'--, . SPECIAL .CONDITIONS, / S. t• FINAL BUILDING INSPECTION - - 85-348 S 31-88 PLAN CHECK NUMBER: DATE: * PROJECT NAME: 1125 Hoover St ADDRESS: . PROJECT NO.: . UNIT NUMBER: - PHASE NO.: resti TYPE-OF UNIT: ______________________________ NUMBER OF UNITS: .. R0ber -CONTACT PERSON: . .• . 729- 373 CONTACT TELEPHONE: • bldg.' eng,plan, fire INSPECTED TE INSPECTED: 32_P APPROVED ______ DISAPPROVED .,INSPECTED .. DATE :BY: ________________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED S DATE - BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED COMMENTS 7 Rev. 1/86 WHITE: Suspense BLUE: Water. District GREEN: Engineering CANARY: Utilities PINK` Planning GOLD: Fire - S ESGIL CORPORATION - 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 TE JU L'1 11 0 APPLICANT JURISDICTION RISDICTtON: S OPLAN CHECKER - - UFILE COPY kNCHEC-K NO: - DDESIGNER JJECT ADDRESS: O1E DJECT NAME R O&LE - ADrlTr\t )mcQFj_ -H The plans transmitted herewith have been corrected where necessary .and substahtia1l y -comply, with the jiiridiction's 4 building codes. ' S . •- -. - .5 Theplans transmitted'herewith will substantially comply with the jurisdiction!s building odes zhen minors deficien- ciesidentifjed j ' are resolved and checkedby building. department, staff. The plans transmitted 4 herewith have significantdeficiencies identified on the enclosed check list and shbuld be corrected a'ndresubmitted for. a complete recheck. -•. The check ,list transmitted herewith is the jurisdiction's -.copyfor •your information. The plans are being held at ..-Esgif' Corp. until co±-rected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the - ju±isdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to V - .- Esg.l staff did not a the applicant contact person that ,pI an' checkhas b comple ed. - -; Esgil staff, id advise plicant that the plan check has been comp1eted Pers contacted - • •-• ----. Date contacted Telephone REMARKS..gE P OYJ /' 1P - WtS.LC-UMflDhJ New" j3 Ivwi 54iJ '/2"T 2) 2D1iD.iAL fi~Lr-_PfA LEI,. An A w6iEEEDPcrn. Ar'j iJ I tjr. - ENCL: - -: -ESGILC RPORATION . . -. .5 - S • * 5 - - r •: - - S ESGIL. CORPORATION 9320 CHESAI'EAKE DR., SUITE 208 SAN DIEGO, CA 92123 (61 9) 560 1468 - DATE: 4 . - APPLICANT JJURISDICTION JURISDICTION: . (1LAD []PLAN CHECKER f7] FILE COPY PLAN CHECK NO: III1UPS LIDESIGNER PROJECT ADDRESS: IIZ. PROJECT NAME:- ) R - The plans transmitted 'herewith have been corrected where necessar and substantially comply with. the jurisdiction's - building codes. . . The plans transmitted -herewith will substantially comply El cies with the jurisdiction's building codes when minor deficien- 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 cdmplete.recheck. The checklist transmitted herewith is the juridiction's copy. for your information. The plans 'are being held at Esgil Corp. until.corrected plans are subrñitted for recheck. The aplicant's copy fthe check list is enclosedfor the '1 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: MM 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' bontacted: Telephbne - REMARKS: * •. - t - -• BY: Ahm . - . ESGIL CORPORATLON I '-• . ENCL: C £itp of Crt .4', JURISDICTION: LS264D DAT!c.,-z4e - PROJECT ADDRESS: IVLS 400e. .1'. 16 -. TO: ''-9'7et21._t.%1L PLAN CORRECTIONSET SINCL!FAMILY AND, DtJPI.EXDWEtLI?4C3 Plan Check No.__S_-&4' Cato plans received by jurisdiction 6-11--S 4 Date plans received by plan checker 1,- YL- Date initial plan chock completed.144-5_by.t FOREWORD: PLEASE READ TeL (619) 5604*62) . Plan check is limited to technical requirements contained in the Uniform Building Code. Uniform - Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lava regulating energy Conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building InspectionDepartment. You may have other corrections based on law, 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 Cods, the approval of the plans does not permit the violation of any state, county or city,law. .4 PLANS • 0 'P1ease 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: - To facilitate rechecking, please identify.. - flext'to each circled item, the sheet of the'plans upon which each correction on this sheet has been mad, and return this • Check sheet with the revised plans. ,/. Indicate on plans the name of the l.qcl owner and name of person responsible for the preparation if the plans. Sec. 302(b) APPLICANT COPY CITY COPY PLAN CHECKER COPY 0 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 loctiorl of All Cutozji1LIpIj f si AW and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-tine of street / or alley to property line and distance from cuth to property line. Sec. 302(b)7 j. Plans, specifications and calculations shall / be signed by a California State licensed engineer or architect. (California Business and Professions Code) B. FIR! PROTCTIOW 2. 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) )3. 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) - 1I. Projections, including eaves, shall be one- / hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the prop-arty line. Sec. 1710 •-- 1 Show location of permanently wired soke' dctcctor. Sec. 1210 1OT1 &.W MiD EAlT(!Jf. Th1fl0 ' s,u c JY aDa.. c LEES F. C. ROOM SIZES, LIGHT, vtwrrz.ATIONS AND CLAZINC Ono room must contain a minimum of 150 square '. feet of superficial floor area. Sec. 1207(b) 4'. Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor arcs. Sec. 1207(b) 2. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in wZcCfl L APM .I/ ?"Ifl 28. Openable window area must be 1/20 of the floor area and a minimum of S square feet. * In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sq.ft. (Sec.1205(a) '9. One-half of all required window Iráa must b. openable in - 30. Provide mechanical ventilation capable of G~ providing five air changes per hour in • bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1205(a) O4A1 siZ. 71. No habitable room, other than a kitchen, .f shall be less than 71 01 in any dimension. Sec. 1207(c) Show that ceiling height for habttabl / rooms is a minimum of 76. Sec. 127(a) - ( • , . , • - Show-ceiling height for laundry rooms, ' ' . Handrails shall satisfy the following: hallways, corr.dors. and bathrooms is a • Provide handrail for stairways over 30 * minimum of 70'. Sec. 1207(a) high when serving a single dwelling'. G Provide 30" clear width for water*closet T25-22(b) Sec. Title 24, 2 compartments and 24" clearance in front Handrail shall be 30" to 34" above the of water closet. Sec. 1711(b)R-fl.j w2 • nosing of treads. Sec. 3305))) . '1 3,. ' No cooking room shall be used for. sleeping C. Handrail projecting from a wall shall hae a space less .' • not than 1 1/2' between • . / purposes, unless complying as an efficiency living unit. Sec. 1208 the wall and the handrail. The hand grip portion of handrail shall ' 36. . • ' Specify safety glazing for glazing in hazardous be not less than 1 1/4" nor more than 2" in locations such as glass doors, glazing cross-sectional dimension. Sec. 3305(j) (see attached) - adjacent to such doors and glazing adjacent ('\ to walking surfaces. Sec. 5406 LI40 . TI . - Every stairway landing shall have a dimension, - measured in the direction ' of travel, at \.J least (including windows) shall be tempere • equal to the stair-day width. laminated or approved plastic. Sec. 3305(g) Sec. 1711 (f)g) I (' ' - - A door may open over a stairway lading 1~ provided Sleeping rooms shall have a window or the door, in any position, does • exterior door ..Or emergency exit. Sill not reduce the clear area of the landing, - height shall not exceed 44 above the floor. in the direction of stairway travel, to . - • The window must have an openable area of - less than one-half the required width or at least 5.7 square feet with the minimum the stairway. Sec. 5(g) * - . openable width 20" and the minimum openable • height 24".. Sec. . A door may open inward at the' top stepof . , / a stairway provided the top step is not Eaves and cornices may not project into more than 7 1/2" lower than the floor level. I ' a required yard more than 2 inches for each Sec. 3303(i)2 foot of yard width if required windows open into the yard! Sec. 1206(d)5/. Provide details of winding' stairway. I Minimum tread is 6 inches at any point 43. A mezzanine is an intermediate floor and and minimum 9 inches at a point 12 inches / may not have a floor area exceeding 33 1/3 from the side of the stairway.' percent of the total floor area in the room • . below, and the mezzanine floor must have Maximum rise is 9 inches. a clear height of 7 feet, above and below,and C. Minimum width is 30 inches. Sec. 3305(d) must have 651 of the long side open to the (see attached) room below. . -- ' 4L. The loft you show does not comply-as a 5. / Provide spiral stairway details: / mezzanine floor and is, by Building Code • i .' Minimum run s 7 1/2 inches at a point ,a. / definition, a story . . from wnere the tread is the narrowest. . ' . b. Maximum rise is 9 1/2 inches. - C. Minimum headroom is 6 feet 6 inches. - Sec. 3305(f) , (see attached) D. EXITS, STAIRWAYS, AND RAILINGS s. Srial stairways may not be used for required /5. -I Floors above the second story shall have exits when the area served is greater than 400 sq. ft. Sec. 3305(f) / • not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less 7. Spiral stairways must have a clear walking than 36" in width and not less than 6'8", / space of 26 inches between the column and in height, and shall be capable of opening . handrail. Sec. 3305(f) - at least 90 degrees. Sec. 3303(e) sb. I Provide t.C.B.0. Reasearch Report and Number for G,porches, Provide 36" high protective railing for . metal stairway, or submit plans and balconies, and open sides of landings. calulations and approved fabricator registered with the Building Department * • Maximum opening between rilings shall, be or note that the stairway fabrication shall less than 9. Sec. 1716,3)lwj Q%(Yt*c,I ' be'done under special inspectior per the c 48. Show how guardrail connection details are - approved fabrication plans. Sec. 306(a)4B adequate to support 20 pounds per lineal and Sec. 306(f) , • - foot at a right angle to the top rail. 54. In buildings over 2 stories in height, provide • Table 23-8 I I - 3/4 hour fire-rated assemblies for all Provide stairway and landing details. openings in the exterior wall below or within 10 feet, horizontally of an exterior stair- ' Sec. 3305(b) & (c) - • way. An exit balcony with 2 separated a. Maximum rise 8'and minimum run is 9". stairways is 'exempt. Sec. 3305 * ' - b. Minimum head room is 6-6". • O. Exterior stairways shall not project into • • C. Minimum width is 30 ' / 'the 3 foot setback from the property lines.. Sec. 3305(n) - • - ib - • . 'V .. - S '1 • . . . . - - • The walls and soffits of the enclosed useable Show I 3/8' solid core self-closing door for openings between and dwelling. garage spa ce under interior stairs shall be protected on the enclosed side as required for one-hour Sec. 503(d) tjp Aj K. fire-resistive construction. Sec. 3305(m) Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104 • \2be • Minimum construction soecificstions shall • of the approved plans-. - l4. Openings between carport and residence made a part (See attached) require self-closing doors and stationary - ' windows. Sec. 1214 E. ROOFING - 1/5; Show garage framing section, size of header (Specify over garage opening, lateral cross bracing roof pitch. at plate line and method of bracing garage of pitch is not adequate for roof type front. Chapter 23 ( specified. Specify minimum pitch of NOT!: Minimum plywood diaphragm ratio is 3 1/2 to I or 2'8. Table 24-I 17'6. Doors between dwellings and attached garages AT DELK ,.• 7 Specify roof material and apnlication. ______________ • may swing in either direction provided 7,. Specify r.C.B.O. appoal number for roof - the difference in floor elevation between materials not covered in (JBC. the dwelling and garage does not exceed 7 1/2 inches and provided the' door is not for drainage design Specify roof slope or used as the primary means of egress from to support accumulated water. Sec. 3207(a) the building. 74 Show roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds 4 f"Provide skylight details to show compliance -7 1/2 inches, or if the door is used as ...i1with Sections 3401 and 5207 or provide ICBO the primary means of egress from the building, approval number. .5*Ov) ibk SoJrclt.)Yvl additional steps or landing must be provided in accordance with stairway requirements, /7. Provide plastic roof panel details to show and the door must not swing over the depressed / compliance with Section 5206 or provide - level. (see 3303(i)2 and 3305 )g). ® ICBO number. Show attic ventilation.'Minimum vent area \........1 Provide 18 raised platforms for aiv FAU, water heater, or any other device which -• ' - is 1/150 of attic area or 1/300 of attics may generate a flame or spark. area if at least 50% of the required vent l0'9. -, Note that continuous fire wall protection is at least 3-feet above ceiling joists. shall be installed behind 'raised platform(s) - Sec. 32O5(c)1J AMLL12 1o0 exlfrlI&)I prior to framing platform. Ja)w, L.R1%D1 I CIJ51' -M AtOADT1&) - B. MASONRY IL2, FOUNDATION REQUIREMENTS ('? \...J - Provide 'fireplace construction details oplace r Note on plans thatTh soils engineer shall evaluate any unanticipated uncompacted fill note construction to be per attached fire standard drawing. Sec. 3707 a 2La'rt _ or expansive soil or other oil problems - - LlJI0/O,).310 ?.JJ 0Z L 1 -511 i? disclosed during construction". Sec.306)a)12. - - 8/6. Show veneer support and connections comply Submit soils classification determination I - with Sec. 3002, 4,5.6, and Sec. 2516(a) - by a licensed engineer'or architect-based regarding ties and #9 wire in horizontal on observation, tests, borings, or excavations. - ' joints or note construction to be per attached and containing comments on the degree of sheets 30-I or 30-2. - expansiveness, compressibility and bearing 8,. f ;all Show height and costruction details of - - 121 0 value. Sec. 2905 Note on the plan the soils classification. masonry walls. Chapter 24 - whether or not the soil is expansive, and Note that cleanout openings shall b&provided note the allowable bearing value. Sec. 2905 at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall 1/2. The foundation plan does not comply with be sealed before grouting, after inspection. the soil report recommendation for this Sec. 2415 A project_____________________________________ 91. 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 S Provide notes on the foundation plan listing the soils report recommendations for foundations. 91. Provide material specifications for mortar, slab and building pad preparation. f. grout, masonry and reinforcing steel. Sec. 2403 '' - 1 4 Note on the foundation plan that "Prior to the Contractor requesting a Building 9I . Show how masonry house walls retaining earth' - Department foundation inspection, the are to be waterproofed. Provide detail. - soils engineer shall advise the Building 9A. Note that special inspection of the masonry Official in writing that: / will be required for ' . - - 1: the building pad was prepared in accor- - GARAGE AND CARPORTS - - dance with the Soils report: G the utility trenches have been properly requires one-hour fire -protection • backfilled and compacted, and: Q-0,01/on the foundation excavations, formin - the garage side of walls and ceilings and reinforcement comply with the soils common to the dwelling. Table 5-8 Sec.503(b) report and approved plan. - Wl-All elements supporting floor above garage l5. Provide spread footings for concentrated / to have one-hour fire-resistive protection - an the garage side. Sec.503. Beams and loads designed for 1,000 PSF soil bearing • posts, not within the wall or ceiling con- or per bearing value as determined b - struction, must comply with UBC. Table 43-A, • an engineer or architect. Chapter 29 - - ' or be minimum 6 dimension beam and minimum 8 by 8 post. - - I _ - 'I 1/6. Show height of all foundation wlls. Chapter 23 1/2. Note cross bridging or blocking. Floor Joists and rafters more than 12" in depth 1/7. Show height of retained earth on all foundation and soanning more than 8 feet shall be walls. Chapter 23 - supported laterally by bridging at intervals i/s. Show distance of foundation to edge of not exceeding 8 feet. Sec. -2506(g) cut or fill slopes and show steepness and 1/3. Show blocking at ends and at supports heights of cuts and fills. Chapter 29 of floor joists, and for rafters at exterior Note on olans that wood shall be 6" above walls. Sec. 2506(g) finish grade. Sec. 2417(c) 7. Show solid blocking at ridge line and (B away from buitdingnd show drainage pattern Sec. 2506(g) 130 .Note on plans that surface water will drain at extertor walls on trussed roofs. and key elevations. Sec. 2905(f) 1/5. Show double joists. 'Floor joists shall be doubled under bearing partitions running - ' l. Dimension foundation per Table 29A. parallel with the joists. Sec. 2518(d) 5 TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING l/6. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not _,11t c,. C1Qlht - I DEPTH OF FOUNDATION WIDTH • T)IICXN(SS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL- FOOTING FOOTING SURFACE STORIES (Inches) t (Inches) (Inch.!) OF GROUND AND FINISH CONCRETE UNIT MASONRY GRADE (inches) r , 6, 6 12 6 12 2' 8 8. 15 7 18' 3 '10 10 18 8 24' ,., P. Show rafter purlin braces to be not less / than 45 decrees to the horizontal. Sec. 2518(t) 1/8. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading G will be as designed.) Show double, top plate with minimum 48" lap splice. Sec. 2518(g)4 170 Show nailing will be in compliance with Table 25-P. , NOTES 7'' - Providen-, ---------'----,-----------. stops between stories, between top story and roof space, at ceilings Where unusual conditions or frost conditions are found, footings and and floor levels in interior and exterior Foundations cbs)) be as required in Section 2907 (a). walls, in mansard root or eyebrow so no The ground under the floor may be excavated to the elevation of the concealed or furred space is greater. than top o1 the footing. 10 horizontally or vertically, between stair stringers at top and bottom and 132 Show foundation sills to be pressure treated, between studs-along and in line with or equal.' Sec. 2517(c) 3.. stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, ' '• - - 133 Show foundation bolt size and sacing. between chimney and wood frame using metal Sec. 2907(e) - - or incombustibles for the tire stop and 134 Specify size, 1C30 number and manufacturer at other places that could afford passage of power driven pins. Show edge and end - ,._.. distance nd spacing. Sec. 306),f) P4ti o-- of flame. Sec. 2517(f) Show stud size and spacing. Maximum allow- ( ' l(o P'd\)OIU. IN%b, t.&LL. UN1.!OI'.' l35 ow size, imbe ent and ocaton oc nojo able stud heights: 2x4"3 16" 'is 14';- down anchors on foundation plan. Sec. 2312(f) 3'x4'&2x6@ 16o.c. is 20'. Sec. 2518(g)2 1)6 Note on 'plan that hold down anchors must 1/3. Note an A.I.T.C. Certificate of Compliance be tied in place prior to foundation inspection, for glued laminated wood members shall Sec. 2312111 - be given to the Building Inspector prior , to erection. Sec. 306(f) Show adequate footings under all shea , walls. Sec. 2311(e)A1 ILITci-4A- 174' Detail all post to beam and post to footing connections. Sec. 2517(c) 4 Show stepped footings for slopes steeper than 1:10. Sec. 2907(c) - 1/5. Specify nail size and spacing for all ' 1/39. shear walls, floor and roof diaphragms. Show minimum 18" clearance from grade to Indicate required blocking. Maintain bottom of floor joists and minimum 12" . maximum diaphragm dimension ratios. clearance to bottom of girders.' •Sec. 2517 (Tables £,J.K). i,4 o: Show pier size, spacing and depth into , Show 3"x4 or 2"x6 studs in first story '. undisturbed soil. Table 29-A'- - l/l. Show minimum under floor access of 18x 24", of three story building. Sec. 2518(f) 'Sec. 2517 177 Provide truss details and truss calculations. -' 8 Provioe r 302(a)7 l2. Show minimum under floor ventilation equal , V. , to 1 1/2 sq. ft. for each 25 lineal feet 79 Provide framing sections , throughDECk mii: of exterior foundation with openings as close to corners as practicableto provide cross ventilation on at least two approximate- Section 302(a) 7 . lv opposite sides. Sec. 2517• i,Io. Specify all header sizes for opening over I. FRAMING - . . •, , - . . • , As 4' wide. Sec. 2518(g) 7 Provide calculations for(LL2i1DI ('EIrn15) VLj& ' Show all joists, rafters, beams, and posts TA Lw! .Dirs . 2 to 4' thick to' be No. 2 Grade Douglas Fir-Lardh or better. All posts and beams Section 302(a) 7 &t.iO LA1EYAL A1'4 - . 5" and thicker shall be No. I Grade Douglas Fir-Larch or better. (Table 25-A-I) . 17'2. In areas subject to water splash and in i,41. Show wall bracing. Every exterior wood ".. exterior locations, wood columns and posts shall be supported by piers projecting stud wall and main cross partition shall , at least 2" above the finished grade 'and - be braced at each end and at least every shall,bear on a metal base plate or created - 25 feet of length with 1x4 diagonal wood unless the columns or posts are foun- . let-in brace or equivalent. Sec. 2518(g)S dation grade redwood or cedar. Sec. 251,7(c)4 - I Show location of attic access with minimun '2jif4LOJta-(D8furnace Show access to the attic or under floor to be minimum 30 inches by 30 1/4. size 22" x 30. Sec. 3205 M- Show draft separation for attic inches. Sec. 708 709 CMC in excess of 3,000 sq. .t. Sec. 3205 .8 Note -that passaeway to the attic furnace 1. shall be unobstructed and have continuous l 'f. Show ,draft separation. for space between solid floorinq'not less than 24 inches drooced ceilings and floor above in excess wide. Sec 708 UMC % PPL(SL of 1,000 sq.ft. Sec. 2517 Show permanent electrical outlet and Soecify plywood grade and panel indenti- lighting fixture controlled by a switch ficatori index.. Table for the attic furnace Sec. 708 ,UMC 1/7. When roof pitch is, less than 3:12, design 1 - A>?.L ( t L4 Show cetajis o comply with Section 109 ridge, as a oeam. Sec. 2518 (h) f furnace under the floor, Sect4on.708 : 8. for attic furnace, or Section 710 for Wood shear walls shall not be used to . roof or outside furnace. resist horizontal forces contributed by 2/2., Note on plan, gas vents and non-comustibte • masonry in buildings over one story- in piping passing through three flors or - height. Sec. 2516(b) - less shall be effectively draft stopped Gypsum-lath and plaster, gypsu sheathing at each floor or ceiling. UBC Sec. 1706(a)6 1I9. board and gypsum wallboard shaLl'not be 1, used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imoosedby masonry or concrete All wiring shall comply with the National Electrical ccnstruction. Table 47-I c e. f lA0. If cripple wall studs are less than 14", 21 , Note on the plan ,the amperage of electrical S - framing shall beolid blocking. Sec.2518(9)6 4 feet in ervi i sce.J&jr l,l. Cripple studs exceeding inch 2 height s wall S 22. ct± 1 iT1ts • hall be 3 inch by 4 or than 200 amperes, show panel location inches by 6 inches when supporting 2 stories, and a single line 1diagram and - .provide Sec. 2518(g)6 . load calculations including: Show',plywood sheathing over exposed eaves, Wiring method employed. Sizes of all conductors, switches, or other weather exposed areas,-is exterior 'circuit breakers, fuses, and conduits. ( D grade. Sec. 2117(gl,3 C. Approximate length of service feeders. • Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations.7 circuit arrangement • stuccoed. "Sec. 4706(e) and load distribution on panel busses. l4. Provide an approved waterproof building e. provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) I Specify an approved flashing for exteri or\ 224 Dwellings require minimum 100 amp service. Show location of all electrical receptacle. openings and parapet walls. Sec. 3208 5. Electrical receptacle locations and/ok 116. - Show corridor width to be minimum 36". spacing is not.adequate in _______ 7 Sec. 3304(b) . Q .1/ Specify truss layout for 30" x 30' attic access. cL1tt 2/6. At least one receptacle shall be installed outdoors, in basements and attached garages, Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(b) least one size larger than supported . Show minimum dwelling lighting (NEC 6 • rafters. Sec. 2518(h) 3 Art. 210-26(a) and GFI'S in garage, baths - ,49. Provide metal straps across ridge beam - and outdoors. NEC Art. 210-8(a ). and rafters. - 2,48. Note "UFER' ground to be provided (NEC). 'J. MECHANICAL Art. 250-e1 S All heating, ventilating, and cooling systems S I and appliances shall comply with the Uniform hanical Code. L. PLUMBING (Uniform Pluatbing Code) 200 Show the size, location and type of all All plumbing shall comply with the (Jnifrom heating and cooling appliances or systems. Code. 201 Show source of combustion air for furnace 5tbing will comply with Chaper 6, U.M.C. , Show water heater size, tipe and location on plans. i ?UE.l4J 202 -Every dwelling unit shall be provided with heating facilities capable of maintain- 2/7. 'air Show method of providing combustion ing a room temperature of 70 F. .at 3 to fuel burning water heater. Sec. 1307 -' feet above the f1or in all habitable 2t. Fuel combustion water heater shall not be rooms. Show basis for compliance. (JBC , installed in bath or bedroom or in a closet Sec. 1211 ' opening into bath or bedroom. Sec. 1309 203 Show minimum 30" deep unobstructed working 2/9. Provide adequate barrierto protect water space in front of furnace. ' heater from vehicle damage. Sec. 13'lo Note on plans,clearances to be per manufac- 8 Show '1' and P valve on water heater and S turers listing., Sec. 704 UMC show 'route of discharge line to exterior Furnace shall not be installed under any Sec. 1007(e)t jJ • - stairway. Sec. 704 UMC - ' G Provide dryer vent to outside. ('MC S 206. 'Furnace shall not be installed in,any Sec. 11903 ' bedroom.bathroom, closet, or in'confined 2/3. Note on the pin that hoe'bibbs and lawn space' with access Only through such room, sprinkler systems shall haveaporoved unless specified as direct 'lent appliance, backf low prevention devices. • Sec. 1003 enclosed furnace or electric heating appliance. Sec. 704 ((MC 2/4. Shower stall shall accomodate a 30circ1e and have a minimum floor area of 900 sq.in. 2,7. Show IC3O approval for prefab fireplace UPC 909(d) and provide approved installation 'instructions at job site. . • - S • - ' •. .4 • It . S - I • 5 1. . • • 2/I. Note at the exterior wall fireplace / •Fir-olace to have minimum six square - S inches of outside air: to have glass 4 - or metal door covering th4 entire opening of the firebox: to have tignt-fitting - damper with readily accessible control .q 'oE iSUL,TtCN and should not'have a continuous burning LJ. Show jet 1..5 of duplex ttrT5flOfl partyl -4L1 :o acueve pilot light'. and floor. :.tl.na .issmoLies 262. Not ducts Shall comply with Chapter 10, Sound rsmiasion 1976 UsC and shall be tightly sealed in -....LLi o SI) 1lecul1 •In0 ' ,mpa 'with mastic or tape. • Si c'c raring on flour.. (n,u StOfl '' • cmili..Ia :0 283 Note at the water heater location 'water f de-ciotas. •lit ' heater to have wrap of R-12 external 211. Show :0w penwc3.0n of atsesiot tea insulation'. . C4-C - i JLAJ te ADDM ,i I v cat -ec55aC'i caflinmts. piping, ilec...c3. e atm v.nt.. 284. Note, where water heater is in unconditioned soffits. or aeting • ducts smaLL be s.mled. or exnauac 'space, the fir-st' five feet of outlet • or insulated to eai.ntain requi:*d .aund pipe to have R-3 wrmp. • . - - transmission rating. Title 25 2 . Note all circulating hot water pipes I 'l. - Provide insulation in w4115 and Ceiling 7W.. 5D ,50betwfl qariqe and achieve ' in unconditioned spaces shall be insulated. 266 Note that all gas fired heating and • -living' area. if qarae use is not .oncro11d cooling appliances, showers and faucets by rsai.dent Title 23. ' shall comply with the Energy Efficiency Standards. ' I. 1IERt.( CCPlSEBV.?ON: 'leaae Reid Show, at bath and kitchen, that ihe New State Mandated R.qulationa, general lighting shall have an efficiency • (Calif. Admin. Code) became effective , of not less than 23 lumens per watt June 16, 1983 and require that the p-. i.0• florescent. design satisfy one of the alternative 288 Note that heating or cooling systemsm energy packages (see attached packages (except heat pumps) shall have an automatic A. 9, C. 1, 2, 3, 4 and AS 163). The thermostat with mechanism which can be law also requires that many mandetry eanuatly prograed to automatically c'Insvrvation items be satstied. , set back the thermostat set points for is in.Zonm_______• ,_... at least two periods within 24 hours. • • Copies of the Residential £nerçy , 289 Show the size, type and location of Conservation Manual may he obtained the space heating (or cooling) system from: Puolictions Unit. California and provide energy calculations if the Energy Commission, 1111 Howo Ave. output BTU/Hr. exceeds 45.000 BTU/Hr. ' Sacramento, California 95825, (Tel. tput (916) 920-6216)). California Building 290 Officials also maintain a t.lephor.o Show omits a.d mod.1 for ?AU and wet" heatar hotline' between 10:00 A.M. and Ncon are on State apCoVed list, if JJ and 1:00 P.M. to 4:00 P.M. at (916) 2t. Outdoor pools '&en fossil fuel heaters 456-3823. reçuj.:c pool covers as well at amer enerqy 272 Show on the title sheet of the plane. saving devices ,ucn an tim, clocks. etC. the alternative energy package that T20-1406 ' - - was selected i.e. A, B. C, 1. 2. 3.' . . 4, or AD 153 to show compliance, and Q MISCT.Z...NEOOS provide calculations and other data, 31. Show a minimum 2' air space and flashing appropriate to that selected package, between planter and building wails. 273 The 'responsible designer should • •' Sec. 2517(e) . . a statement. on the plan title sheet, 3/2. Specify material to be used under the 'The design submitted substantially shower tile. Sec. 1707(a) ' 0 Conforms to the Energy Regulations for Residential Buildings'. , 303 Specify lath and plaster to comply with j Chapter 47, UBC. 274. Show the value for the walls and • • ceiling and related areas. 3p4. Two 3/4 i copper pipes must be nstalled C) Note that the insulation used shall ' ! from water heater location to convenient location of future solar panels (City Ord.) comply with California Quality Standards. 276. Note the insulation installer shall S. Provide sleeves (roof jacks) in roof for / two future 3/4' copper pipes to cunvenient post a signed certificate. in a conspiciouc location of future solar panels (City Ord.) place in the bum1ding. stating the insulation complies with Title 24. Chapter S 3fl6. Note mat solar water Piping is to oe tnsulated 2-53 and Title 20, Chapter 2, Subchapter / in areas that are not heated or tooled. 4. Article 3. ' ' (City Ord.) 2/7. Note doors and windows, including skylights, between conditioned and non-conditioned Building plans are substantially correct' shall be fully weatherstripped. and complete. * (D Space 72; Note,on the framing plan that weather- stripping. :aul'Iiing or sealants must ' S . - - be used to limit filtration in the Date: ' building envelope at the following locatioma: S Exterior joints around windows and door CJ Building plans would be substantially correct frames: between wall soie plates and floors, and complete is minor corrections are made • 5Q uvtwcen exterior wami panwis; . at counter, penetrations in walls, ceilings. and floors for plumnnq, electricity. and By: . • gas lznus: openings in attic floors: Date: - and .311 other openings in the building . • env(op.. Building plans require major corrections and ,,•: - 2,19. Note that doors and windows to be certified' complete plan r.ch.ck, by plan check and Isoeled as complying with the Energy engineer, is required. Regulations. S - By: LAW If tk1'oEL. • 0. - - Note fans exhausting air to have back Date: lt\E 1.4 • draft dampers. • S If you have any questions regarding • 'i*. • p s this check, please call -- ___EL- I Q&v U%- rc AgER' ' F. at 14 kb MLi- JY/O 6zDvY1 i%STIIIJm -M £d\)&$/. " LDPLIAtUL Alr't'I4 RE&ut?_EmE1'fl' AS'iTATEX) we would also be pleased to meet with you.'at no chrg., is -additional assistance r. PDIJ- LPILL. R is needed. S Ato WISP L KIEV1 E)t: Tu - ltyrhL V'ôPcwD S - rLJ.,i via-rrE 1AAi EXJEiTIlI,)t.' S - - Date74- Jurisdiction Prepared b:. 0 Bldg. Dept. l 'A(\JcEL VALUATIONAND PLAN CHECKFEE Esgil PLAN CHECK NO. BUILDING ADDRESS -- APPLICANT/CONTACT _ LiiTL PHONE NO:_73 BUILDING OCCUPANCY '_ DESIGNER PHONE____________ TYPE OF CONSTRUCTION \J - t\ 'CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA 'VALUATION MULTIPLIER VALUE , . • '. _____ _________ livwCo AI t18bLD LijJ& AtfA 12-01-1)r . - 1\J DGi<- 4 e 12 th Air ConditioninE Commercial Residential Res. or Comm. Fire Sprinklers - .Total Value Fee Adjusted To Re flect 0 Energy Regulations (Fee. x 1.1) 0 Handicapped Regulations (Fee x 1.065) * . .. .' Building Permit Fee. $ ' * .' - ' Plan Check Fee ' $ ':' . $ COMMENTS; . . .' 8/4/82 -__•. __ ___ MV ENGINEERING, INC. 476 W. Vermont Ave., Suite 102 Escondido, California 92025-6576 L_JVI__1W_1' 619/743-1214/727-1818 Job #1219-85 July 2, 1985 Mr. Robert Little - . 4308 Sea Bright . Carlsbad, California 92.008 SITE INSPECTION -AND PRELIMINARY FOUNDATION RECOMMENDATIONS At your request we have made a visual inspection of the above . 'reference site legally discribed as Lot 4, Block C, Subdivision .Bella Vista, County of San Diego, State of California. The :-site has an Assessor's Parcel Number of 206-180-33. It was learned from the owners, the Clarks, that the existing house was constructed.20 years ago. The Clarks have been living in the house for the past 13years. An inspection of the house on this date revealed the hOuse and. pad appear in stable condition. 'There were no large cracks observed in the inside. The stucco . on the outside was in good condition exceptfor occassional cracks which are acceptable for a 20.'year old house'( There was no reported jambing of. doors/windows and/or any 'other" of structural distress. . Inspection of. the building pad revealed that the house is essentially founded on cut. A shallow hand dug hole in the southwest corner of the propbsed addition indicated the soil profile consists of 'about six inches of granular topsoil over a hard brown silty -. . sandstone. The 'buildihg pad is located on a gentle natural slope fronting - the Agua Hedionda Lagoon. There were no obvious landslides, faults, or other geologic' hazards detected. Water seepswere reported from the ten foot cut bank in the northwest portion of the lot. A study of this condition is not within the scope of this report. • - It is understood the proosed remodeling involves a one-story extension of the southwestern .portion of the existing house. . The loads will be carried by newly dug continuous wall footings.. ,• There will also be a second-story addition towards the central portion of the house. These loads will be taken by new isolated footings inthe interior of the house and existing wall footings. Mr.. Robert Little Page July 2, 1985 CONCLUSIONS AND RECOMMENDATIONS S i-It is our opinion that the pad is foundedón firm native - sandstone and that from a geotechnical aspect the proposed remodeling is feasible provided the recommendations contained herein are followed. . 2 - It is recommended that the new wail footings for the one-story addition be at least 12 inches deep by 12 inches wide The footings-should contain at least two #4 reinforcing rods. '- • Place one rod three inches from the top of the footing and the other rod three inches from the bottom. . Use 6x6'/1Oxl0 wire mesh in the center of the new slab. 3- Our inspection indicates a design bearing capacity of 1500 psf'may.safely be-used for continuous and isolated footings. 4 - y new footings: required for the ne two-story-'addition should be at least 18 inches in depth below-the nearest adjacent ground,, 's urf • - . . . '- 5 - Please notify this 'firm after the footings have been dug' to inspect the soil conditions and to verify the bearing capacity. ,7 ENGINEERIN ,- -INC. . 'RCE #25115 - RMV/th --.'• -. • - '- - - S S MV ENGINEERING, INC 476W VERMONT AVE SUITE 102 ESCONDIDO, CA 92025-6576 743-12141727-1818 SOILS TESTING - • - PERC TEST PARCEL MAPS GRADING PLANS Alta Vista 6ngrneering Canl f;ngineers and Land Planners -. 1020 S. Santa 3e Ave. David M. Carin Suite H Bruce H. Mac3arlane Vista, Calif. 92083 December 17, 1985'(714) 758-3955 City of Carlsbad B1..ii1ding Department -Re: Building Permit No. 85-348 ''•• 1125 'Hoover Street, Carlsbad 'Subject: Certification of Structuraf Framing - - 'Dear Sirs: - .I.have made an inspection, reviewed the approved plans and as built structural modifications for the above-referenced building and have determined that the structural, framing 'is in conformance With current engineering and building code requirements. ItVery yo Professional gineer RCE 28062 - I . 1 p - ,- .