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Home My WebLink About2735 CAZADERO DR; ; CB890158; Permit?RENDER__ ^s'i| az £ 2 5 DECLARATIONSWORKER'S COMPENSATION OWNER/Rim HFR CONTRACTORDIJSSla?KS°3fi1a ?5 ifSni-l-ilgS^al1"" *S |-i ?o 5..,g o = o ?528SI32.8°-*«S »^ 5 2.O 3?£2«3«* "-,srsat 1r 9sionaam licen(commen3 of thed my licciBedcin— Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONS-BUILDING/s^r^ '« i.n>^/,-t^*^*—— *«.*^,^MECHANICAL/*-^"^v^7-ELECTRICAL N/^ • , - 1 ( / J s PLUMBING \-•,.<. - •nZr-X-2r-p-Tl*H ^rn> T|o?m^rnoTl 5SiT ^^^TDl.-3)P-o^-•^1>rn-QO-ni-D3^PI —-->-VENTILATING SYSTEMS../HEAT — AIR COND SYSTEMS.__x<>nocoHTJI-rnD33m~nTJz^>tvSr5x^Nl**-*r-kV\FTOT2O>i-D BONDING D POOLD ELECTRIC SERVICE D TEN/IPORAR-<^33OCQImr-mCH3C-o^fc«sT**^s^1. — , — . — , —, • , , - ' " * - 1 - t r 1 - • * ' '< 1 D ELECTRIC UNDERGROUNDDc~nTlm3Js^ \*'ELECTRICAL,.D WATER HEATER D SOLARWATEROCOHmCO TUB AND SHOWER PAN"HOTlOCHCOHmHm33c*klv^\*\-*i-a1hCzom33GJ33oczD'n5uITD5-m3J\n0)gm33^>zDCDOODOO PLUMBINGINTERIOR LATH & DRYWALL~-^INSULATION-S)* ~-^i^ v^"~"\"^x \^\^\1TJmO Co O? . I ^"CmO r-/1ASONRVTJ ZL~ ?H -J-—I UmZ O H I TlmDSrn o zo O -000~? C/5o Hm mH Z SIGNEDEO TJ°Sz <nO _j ^ tfi m C EXTERIOR LATH^c FRAMEC^\\j"Q12?^^p**.fI1SHEATHING D ROOF DSHEAR>^>wcCO~nID>SmD~nOO33DOEILING GUNITE OR GROUT-Siz33-REINFORCED STEEL-FOUNDATIONBUILDING/o w< Hm aTl Cr\IXJ ^ JO -IO C TJ >01 i- nOzoIDmHm -n TJ t/lO H O^~ O r~Z ^j [/,5 0 0i 1 T? 0m z TJmOH Oz o m m00 m TI O _ t ^ Tj!£ go go (7) D Hm IDmOc IDmD C/) m O > _ ^Cn TJmOH O w ZCfi TJmO O13 cn Z O mCO Tlmr~D -7 JSPECTIo Z 3Dm O 33D - TJm3—4m2WTJTlOJO ' ' Cfc DEVELOPMENT PROCESSING SERVICES DIVISION CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only JOB ADDRESS ASSESSOR'S PARCEL NO PLAN ID NO 0 OWNER OWNER'S MAILING ADDRESS 4645 02/06/89 0001 01 05 Misc 105-00 VALIDATION AREA CONTRACTOR CONTRACTOR'S MAILING ADDRESS CITY Z|p TEL STATE LICENSE NO BUSINESS LICENSE NO FRTMATFn VAIIIAT|nM / L /> PLAN CHECK FFF 001-8100000-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED SUBDIVISION. LEGAL DESCRIPTION CHECK IFSUEJMITTED 2 ENERGY CALCS 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS D 2 SOILS REPORTS Q 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON LA COSTA LETTER ADDRESS 7^7 i SCHOOL FEE FORM APPLICANT'S SIGTWilBE White - File Yellow Applicant Pink - Finance Gold Assessor City of Carlsbad*J " "^•••^^^^^^•^^^^re'wimnRV'^^vvvimHwi'Mvm^MHiiMtBUlldlH Date: March 30, 1990 TO: William Meholich 2735 Cazadero Drive Carlsbad, CA 92009 RE: BUILDING PERMIT EXPIRATION Permit Number: 89-158 Issue Date: 3-21-89 Last Inspection: 11-3-89 PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE 225 SF Residential Addition JOB ADDRESS:2735 Cazadero Drive Our records indicate that your building permit will expire by limitation of time on 4-30-90 . The provisions of UBC, Section 303(d) state: "EXPIRATION. Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or If the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Bef01 e such work can be recommenced, a new permit shall be first obtained so to do, and the fee therefore shall be one-half the amount required for the original plans and specifications for such work; and provided further that such suspension or abandonment has not exceeded one (1) year. Any permittee holding an unexpired permit may apply for an extension of the time within which he may commence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee. Please check below indicating your intentions and return this letter to us. Project abandoned. New permit will be obtained prior co commencing work. Maximum 180-day time extension requested. (NOTE: A separate letter for an extension request and reason for such, must accompany this form.) If you have any questions, please contact this department at 438-3550. TONY MATA Principal Building Inspector 2O75 Las Palmas Drive Carlsbad, California 92OO9 - (G19) -*38-1161 CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB890158 FOR 04/17/90 DESCRIPTION: 225 SF BATHROOM ADDITION TYPE: RAD JOB ADDRESS: 2735 APPLICANT: KORELICH, CONTRACTOR: OWNER: MEHOLICH, CAZADERO JOHN DR BILL AND CANDY PHONE PHONE PHONE STR: 4364208 INSPECTOR AREA TP PLANCKtf CB890158 OCC GRP CONSTR. TYPE NEW FL: STE: 619-436^4208 REMARKS: T3/RS/WILLIAM/931-2697 SPECIAL INSTRUCT: TOTAL TIME: INSPECTOR CD LVL DESCRIPTION ACT COMMENTS 19 29 39 49 ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 110389 Shower Pan/Roman Tubs 102589 Interior Lath/Drywall 100489 Exterior Lath/Drywall 092289 Interior Lath/Drywall 092089 Insulation ACT INSP CO TP AP TP TP TP CO NR AP TP COMMENTS NO WATER TEST GRADING RET WALLS NONE <Ettg REQUEST FOR INSPECTION RECORD INSPECTOR / /// PERUI^ NO.. TIME HATF 9-/?<-'^'? OWNER J^S/^ ^22^^^^^ ADDRESS eJ. 73 $* (^&-*Zif-dZ£^€} / . , S/ , / ,~-y f^ f } // "~J / REQUESTED BY ^7>f/-^ L/ PHONF NO V J ri -~ C^ 7 '&• °/ BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL a MASONRY D GROUT — GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME DEXTERIOR_LATH D INTER"iOFTLATHOR DRYWALL Q FINAL PLUMBING D UNDERGROUND PLUMBING a SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL & -PFRSDN TAKING RFPORT ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND a ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE /<M~T^ D FINAL C_^-— -^ £2t2^/ MISCELLANEOUS Q CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA Q SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready for Inspection D Monday DAM D PM Tuesday D Wednesday D Thursday of OtariHba* REQUEST FOR INSPECTION RECORD INSPECTOR OWNER ADDRESS PPRMITNO S^-isS-TIME DATE 7r REQUESTED BY BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY a GROUT — GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL E.LECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL (3ONDING D ELECTRIC SERVICE =yr PLUMBING a UNDERGROUND PLUMBING Q SEWER AND PL/CO Q TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING Q DRIVEWAY n FINAL SPECIAL INSTRUCTIONS Ready for Inspection D Monday DAM D PM Tuesday D Wednesday D Friday (Etta of REQUEST FOR INSPECTION RECORD 2. a c c/ NSPECTOR X^^V PERMIT NO </ /> n . ^ r^ TIME" /-/j> / DATE s>#3>-5>? OWNER ADDRESS ^* *^ ^ [^£A*tts&**6%£ft**£> REQUESTED BY /^ ^f /S&4s&&-<-£& C~f<-s PHONE NO (t3 <3 -^^ *<=)-*> £~$-fi^<. f '**' & f~2 _ J ~\ / J^t f^rS S -$&-}?(&, ft^f~~V=2'* *' PERSON TAKING REPORT _^L^ . _ BUILDING D FOUNDATION D FOOTING D SLAB a REINFORCING STEEL D MASONRY a GROUT - GUNITE D FLOOR AND CEILING SUB FRAME D SHEATING D ROOF a SHEAR /D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL / , ELECTRICAL a TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND /KL ROUGH ELECTRIC D POOL BONDING a ELECTRIC SERVICE D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO ^)SJOP OUT PLUMBING ^D TUB OR SHOWER PAN TEST D WATER HEATER a SOLAR WATER D FINAL SPECIAL INSTRUCTIONS MISCELLANEOUS ^CONDITIONED AIR SYSTEMS 'D SOLAR HEAT a PATIO a POOL a SPA a SIGN D GRADING a DRIVEWAY D FIN*L ^^ A^^ Ready for Inspection D Monday DAM D PM D Thursday D Friday ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O14G8 DATE: _, JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: lYlc= Ha L. \ <^ M- ft P£h T\ Qtf) SET: HT ,AN CHECKER QFILE COPY DUPS [j 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 "~E>exoceJ 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 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: 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: REMARKS : Telephone # T^T- ?> g-l=&UM2,l= s By:Enclosures ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO. CA 92123 (6ID) 5r>(>-146# DATE:PI APPLICANT JURISDICTION: PLAN CHECK NO: CITY OF CARLSBAD SET: X" QPLAN CHECKER QFELE COPY QU?S DESIGNER PROJECT ADDRESS: grl'5'D PROJECT NAME: ^A A- *S> o vT\ o D D D D 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 _ 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 i'or the jurisdiction to return to the applicant contact persson. The applicant's copy of the check list has been sent to: Korec? u-\cH "IkoT u*y Q^reoM-A ft- COC,-TR , 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: REMARKS: Telephone § BY:ENCL r ESGIL CORPORATION PLAN CHBOC HO;FOREWORD: PLEASE READ cnr OF CARLSBAD TO: LA- C , Cfr. ^2.00°! PROJECT ADDRESS: REMARKS SHKCT CTTY Of CARLSBAD FAKILT AHD DOPI** Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: Bv: Applicant contact person: Telephone• 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 by the Planning Department, Engineering Department or other departments. Present California law mandates that residential construction comply with Title 2U and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UMC (eff. 8/28/87) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed 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), 1985 Uniform Build Lug Code, the approval of the plans does not permit the violation of any state, county or city law. To speed, UP the recheck jirocess, note on this list lor a copy) where each correction^ item has been addressed i.e.^plan sheet, specification, etc. Be sure to^enclose the mark_ed__up_.list.when you submit the revised plans. HOTK: PACK KDHBERS ARK HOT HI SJUJUUICB AS PACTS HAVUIG BO ITEMS NEEDING CUKKKLT10RS VERB _ ___ List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements^ [19^5 T)BC) PLANS 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. 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. 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (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). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 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. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimim slopes. Section 302(c). Indicate distance from property proposed building. Section 302(c). lines to Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included vith the building permit application filed should be clearly identified as "not included." Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. FIRE Walls closer than 3 feet to property lines shall 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)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall be not lisss than 30 inches from the side and rear property lines. Section 1710 and Section 504 (,a) and (b). Plastic skylights shall not be installed within 81 of an exterior vail located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour f ire-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 or area giving access 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. When the valuation oi a room addition exceeds $1,000, or when sleeping rooms are created, smoke detectors shal"- be provided at existing bedrooms per item 16 above. 12/16/87 1 pnrn STZES, LIGHT. VEHTILKnON AKD GLAZCTG 19/ Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b). Window area must be at least 1/10 of the floor area and A minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms must 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)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room 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 height is at least 7 feet, the longer side is at least 65% open, and the porch atmts a street, yard or court. Section 1205 (a). 24. i Provide mechanical ventilation capable of providing five air changes per /hour in bathrooms,{"vater closet compartments^ laundry rooms and similar "rooms" if requiredopenable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 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 st»ch as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the sane wall plane as a door, must be safety glazing if vithin 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. 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 2V. 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 mui.t 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 mezzanine floor and is, by Uniform Building Code definition, a sto-y. Section 1716. POTS. STAIRWAYS. AMD pATT.TTKS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" 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 railing shall be less than 6". Section 1711. 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. 12/16/87 Provide stairway and landing details. Section 3306 (b) & (c). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. / . All sat: Minimum headroom is 6'6". Minimum width is 36". All handrails per Section satisfy the following: 3306 (j), shall a. b. c. Provide handrail for stairways with 4 or more risers. Handrail shall be nosing of treads. 30" to 3U" above the The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open invard 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). Provide details of winding stairway complying with Section 3306 (d): a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches. Provide spiral stairway details, per Section 3306 (f): a. Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. / f 55, Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 1 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). Openings in exterior vails below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). material i* l.f . ft o and applicationSpecify roof Chapter 3L- "^ Specify I.C^TTfr:—oT-WrtT^ appruVal'nUIriDer* tor roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 12/16/87 1- . 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. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. Specify minimum I/A inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drams and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 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). MASOKKY Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and t9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 2k. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections to masonry walls. 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 2310 & 2312 (j)3A. Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). i- f 7- A 79. Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. GARAGE AMD CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, roust have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closing door for openings between garage and dwelling. Section 503 (d). Garages are not permit ted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above, Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear p.mel ratio is 3 1/2 to 1 for height-to-width . Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch 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). FOONDATIQN REOPTREMBTTS report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: CO 12/16/87 80. Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 81. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 82. The soils report recommendations 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 advise the building official in writing that: 1. The building pad was prepared in accordance with the soils report, 2. The utility trenches have been properly backfilled and compacted, and 3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan." &5. Show height of all foundation walls. Chapter . 23. Show height of retained earth on all foundation walls. Chapter 23. 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. Note on plans that wood shall be 6" minimum above finish grade. Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the inlet to a drainage device a minimum of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5. Dimension foundation per U.B.C. Table 29A: Footing Stemwall Width Depth Thickness 95/. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f)- Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c). If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required by calculations, note on plan that ho id down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" cLiarance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access Section 2516 (c)- of 18" x 1/X), Supported* 1 2 3 6" 8" 10" 12" 15" 18" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 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) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAMING 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 k diagonal let-in braces or equivalent. Section 2517 (g) 3. Note cross bridging 01 blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (a) 6. 12/16/87 lOy. / ICft. 4 168 109 Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 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 and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show double top plate with splice. Section 2517 (g) 2. minimum 48" lap Show nailing will be 25-Q. in compliance with Table Show or note fire stops at the following locations per Section 2516 (f): a. 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; b. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline 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 materials. . Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2 x 6 max. 20'. Table 25-R-3. . Studs supporting two floors, a roof and / ceiling must be3 x 4 or 2 x6at 16" o.c. / Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). ll/. Detail all post-to-beam and post-to-footing connections and reference the detail to the rplan. Section 2516 (m). . Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)]. Show 3" x 4" or 2" x 6' of three story building. studs in first story Table 25-R-3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Provide roof framing plan plan. Section 302 (c). and floor framing Provide framing sectio»g through 1^2. ' Section 302 (c). . Specify all header sizes for opening over 4* wide. Section 2517 (g) 5. .23\ Provide calculations for mam- vertical and honaontat- framing noabers and- iOa (b) \y*.. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 12/16/87 ELECTRICAL fHATIOllAT. EUCTRICAL CCPK) All wiring shall comply with the National Electrical Code. 16 152/152/ Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. 133. Show location of all electrical receptacles.>/ 4. . Electrical receptacle locations and/or spacing is not adequate in __ 161. 3/2. K3. 165/ id. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-81. PLEHBPC (UNIFORM PIJGHBIBG CODE) Show water heater size, type and location on plans. UPC, Section 1301. Show source for providing combustion air to fuel burning water heater. If wall openings 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. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. upc, Section 1003(h) & U). Show shower stall cart accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). NOISE THSULATlCm (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not control led by resident. Title 25. KHERGY CORSKCTATJOB Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new regulaticns require a properly completed and propeily signed Form CF-IR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building, inspector to readily compare the actua] construction with the requirements of the approved energy design. Section 1403(a)1, Title 24, states that Form CF-1R shall be signed by the person responsible for its, preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code. Please provide the signature. 7/29/88 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 BTU/Hr. 174) For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition, 0(2 Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential additions, require & submit two copies. buildings, including soils report. Please i. See additional corrections below or at end. CARLSBAD S.F.D. & DUPLEX /ISO. is/. 186 Heavy timber framing,, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural bean and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). Energy conservation design should be for Zone 7 See attached energy packages. Floor drains policy). must have auto-prime (city Note exhaust fans cannot be ductless type (city policy). 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/U" 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). 6. UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e). 7. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20* i.e. no washing machines, etc. Show compliance. IBS. Please see additional corrections, or remarks, / 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 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 619/438-1161. Thank you. Enclosures: 1. 2. 3. 7/29/88 10 Certificate of Compliance: Residential (Page 1 of 2)CF-1R Project Tick *•*"""- Docun>tBL» ticB Author Ttlcpbobc D«U BuOdini Pcrmu* Q,e4tdB7/D.u Compliance Method {P»ck*je, PWDI S/non or Compuler) Qlnut* ZMM EaTorcai«nt Ajo»cy U«OnJy GENERAL INFORMATION Total Conditioned Floor Area:ft" Building Type: (check one or more) Front Entry Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: Single Family Multi-Family (Jess than 4 stories) Multi-Family (4 or more stories) Hotel/Moid Addition Exisiing-Pl US-Addition North / East / South / West / All Orientations (circle one or more) Slab/Raised Floor (circle one or both) Standard/Tight (circle one) BUILDING SHELL INSULATION Insulation Location/Comments R-Value (MtJc, to ganee, rypittl. etc.) Component Type __ Wall Wall Roof Roof Floor Floor Slab Edge GLAZING •Shading Devices Glazing Orientation Area ($0 Glass Type (single, double) Interior (roller blind, etc.) Exterior (shidcscreen. etc.) Overhang (yes/no) Framing Type (metal/wood) Front.... ( } Front.... ( ) Left ...... ( ) Rear ..... ( ) Rear ..... ( ) Right... ( ) Right.... ( ) Skylight ..... Skylight ...... THERMAL MASS Type/Covering (il*b/cxpotod. tile, cie ) Area Thickness (inches)Locap'on/DescriptionQritcheTi. buh. etc.) Certificate of Compliance: Residential (Page 2 of 2) CF-1R Pr eject Tiu« D»u HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer/Model # conditioner, heal pump) (SE. SEER.HSPF) (attic, eic.) R-Value (BtUh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS' ^ Manufacturtr/Modd * System Type (storage git, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article I of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Nune: _ Nune: ___ _ Title/Finn: ______ _ _ _________ _ Address: Address: Telephone: _ Telephone; (dile) (signature) Documentation Author Enforcement Agency Nune: Name: TUJe/Finn: Ajoicy: Addrcu: ^_^ Telephone: Telephone (date) (si'tniturc or sump) (date) 19U Prepared byt CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Q Bldg. Dept. p Esgil PLAN CHECK NO. 3^-1^8 " BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY I>2 \<-OVZXT L-\CM PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION - L\L>IV\ ^^ Air Conditioning Commercial Residential Res. or Conun. Fire S-orinklers Total Value BUILDING AREA -z^s^ <5 VALUATION MULTIPLIER ^ G 6. - OO @ 0 @ VALUE -_ ( 4-,9 ^5-0i (4-BSc) Building Permit Fee $_ Plan Check Fea $' 0 ^ ' COM HENTSi Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET OF ' 12/87 o+*nj >> CD "Oa 5 .2'>a> C£ OJ*•*aj >. CO •QV $0) "> <ua: •<-*« ^CD •a ? <D > QJ Q^ ENGINEERI Date: 2~ Z/'8^ Plan Check No. d?O/£~8 Project Address J73S~ Cfittotft-o Project Name. M&HOUO-I I~-)0£»T/&J Field Check Date: By: LEGAL REQUIREMENTS Site Plan LEGEND 1,2,3 Item Complete Item Incomplete - Needs Your Action N u mbe r in circle indicates plane heck number that deficiency was identified D n n n D n n n D 1. Provide a fully dimensioned site plan drawn to scale. Show. North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan- Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. H. Provide assessor's parcel number. n n ta', n D n D n n n a n D n n n D D n n n PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE . 7. Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED I I l~~1 10* Park-in-Lieu fees required. L— ' I— > Quadrant: - , Fee Per Unit- -- " , Total Fee D D 1U Iraf^c ?,pact fee , e .Fee Per Unit - - , Total Fee.'4u> f^ I |^ *—' [~[ 12. Bridge and Thoroughfare fee required. Fee Per Unit —— , Total Fee: '>u> isf '—I LJ 13. Public facilities fee required. ] ] p"[ 14. Facilities management fee required. Fee* •—I i—j 15- Additional EDU's required: Sewer connection fee: -- — Sewer (fermit no 16. Sewer lateral required a REMARKS O.K. to issue ^~~*^ "5 f\ sz~-—^ ^ Date If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. m OJ reQ CQ •Q OJ 5 0)a: *jre CQ •a 0) V 0)ct r- P«J CO^fc =tt ^t U U CJa. a. a. a a a a a a a a nan Plan Check No. 690/5^ Type of Project and Use Zone - | PLANNING CHECKLIST Address Use Allowed? YES K Setback: Front OK Side Q}/( Rear Qj/, Facilities Management Zone (& Encmitas NO School District San Dieguito Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments YES YES YES San Marcos [/ NO K. Type NO ^ NO b( Coastal Permit Required Additional Comments YES NO OK TO ISSU DATE / 1^&=. ^e$0 oM /, -HHU 412. MA/ tH4u4l£. /, HHU 412. BENTON ENGINEERING, INC. APPLIED SOIL. MECHANICS — FOUNDATIONS S54O RUFFIN ROAD SAN DIEGO CALIFORNIA 92123 PHILIP HENK1NG BENTON PRESIDENT - CIVIL ENG|NEER March 3, 1989 TELEPHONE (61 9) 565-1 953 Mr. William Meholich c/o Mr. John Korelich 7607 La Coruna Place Carlsbad, CA 92009 Subject: Project No. 71-3-24D Update Letter Report Dated September 10, 1973 La Costa Meadows Unit 4, Lot 733 2735 Cazadero Drive Carlsbad, California Dear Mr. Meholich: This letter serves as an update to the compacted filled ground geotechnical report dated September 10, 1973 under our Project No. 71-3-24D for Lot 733 of La Costa Meadows Unit 4. It is understood that an addition is planned to the existing house and that it is located on a level pad which has no compacted filled ground. According to our report, Lot 733 has not been classified as to its expansion potential. In the absence of such classification, it is recommended that it be classified as having critically expansive soils within the upper three feet of subgrade. The design recommendations for critically expansive soils given below are to minimize the possible detrimental effects caused by these expansive soils. 1) Do not use isolated piers. Use continuous footings throughout, and found these at a minimum depth of two feet below the lowest adjacent exterior fina1 ground surface. 2) Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of all footings and one #5 bar placed 1^ inches below the top of the stems of the footings. 3) Raised wood floors are recommended, however, if slabs on grade are used, these should be reinforced with at least 6x6- 10/10 we1ded wire rein- forcement. A minimum of 4 inches of crushed rock 3/4 inch to 1 inch size should underlay the concrete slab. A moisture barrier should be provided over the crushed rock, and this should be covered with 2 inches of sand below concrete slabs. 4) Provide positive drainage away from all perimeter footings with a vertical fall of at least 6 inches in a horizontal distance of 5 feet, at a minimum distance of 5 feet from the perimeter walls. Mr. William Meholich Project No. 71-3-24D -2-March 3, 1989 5) Field moisture tests shall be taken in the upper 3 feet of soils at the time of construction to determine if the soils are at 80 percent saturation or greater. If these tests indicate that proper saturation has been achieved, no additional presaturation is needed. If the soils are less than 80 percent saturated, then the area of the Foundation footings and slab shall be presaturated in order to bring the moisture within the upper 3 feet of subgrade to 80 percent of saturation. This should be accomplished and verified prior to the excavation of the footings The foundation footing excavations shall be checked by a representative of our firm prior to the placement of the reinforcing steel. Please advise us if you have any questions. Respectfully submitted, BENTON ENGINEERING, INC. Jbhn H.' Benton Reviewed by Philip ri. Bentipji, Civil Engineer RCE No. 10332 and Geotechnical Engineer No. 138 Distribution: (3) Addressee JHB/PHB/jer BENTON ENGINEERING INC CITY OF CiPLSEAO 2075 La: Palmas, Carlsbad, 9Z009 - SINGLE FAMIL/ DWELLING ADDITION: Kr.cun; of single Dane glazing permittee is 16% of acded floo glazing removed, all facing any direction. The aaaition must also contain R-19 insulation in the ceiling and R-ll in the walls. is no: satisfactory cr dees nc: v»cr< oi't ere :C^OL :;- solut1'." must ce used. This is cone oy an energy firm WHO calculates the house as is and as it will be to determine i* the exae^di tu>-° of ene^cy is pqua -or both. If so, all is OK. If not, changes will be required in the ^ ^Certificate of Compliance: Residential (Page 1 of 2)CF-1R Project Title Project Ad tiro* DocumujLiLkio CompUwee Metiod (IHdjje. Poust Synan or Coraputer) GENERAL ESTORMATTON ToLal Conditioned Floor Arta: _ Builfllng Type: \S_ Single Family (check one or more) Multi-Family (less than 4 stories) HoicVMoiel Front Entry Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: BUILDING SHELL INSULATION Component Type Multi-Family (4 or more stories) Existing -Plus- A ddi don North / East / South / West / All Orientations («rde on« or more) Floor (cfrde one or ixxh) Ight {circle one) R- Value (utic. to gtrig^ typicd, ex.)_ Wail Wall. Roof Roof Floor Floor Slab Edge.... GLAZING Glazing Orientation Area Csf) Glass Type (single, double) Interior (roDer blini etc.) Exterior (shidescreen. etc.) Overhang Framing Type Front ... ( ) Front.... ( ) Left. ... ( ) Rear . . ( ) Rear... . ( ) Right - ( ) Right... ( ) Skylight . . MASSMAib Type/Covering c etc Area Thidcness (sQ Inches) Location/Description (Vitehen. btiK eic_ Certificate of Compliance: Residential (Page 2 of 2) CF-1R D»U HV \CSYSTEMS Minimum Duel Tyx (funnce,iir Efficiency Location Duct Output Manufacturer/Model conditioner, heu pump) (SE. SEER HSPF) (>tpe. eic.) R-Value (Bnih) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS 'Manufacturer/Model » System Type (SUM-IK tu, etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANC E STATEMENT • This certificate cf compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter4. Article 1 of the California Adjnimstradve code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section- Designer Building Owner Address: Ttlephone; IK. *. f DocumenUUpn Author Enforcerr ent Agency Na/nc: Ajcncy: Telephone: or iu.*r.p}