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HomeMy WebLinkAbout1280 HOOVER ST; ; CB911604; PermitBUILDING PERMIT Job~Xc[Sress: 1280 HOOVER ST Suite: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No:^o^, /^o/C Lot#: Valuation: 360,914 Construction Type: VN Occupancy Group: R3/M1 Reference*: Description: 4784 SF LIVING/649 SF GARAGE" Permit No: CB911604 Project No: A9102021 Development No: Appl/Ownr : SULLIVAN, BRIAN 3480 DON LORENZO CARLSBAD, CA 92008 *** Fees Required ****** Status: APPROVED Applied: 11/26/91 Apr/Issue: 05/29/92 Validated By: SBB 619 438-7578 Fees Collected & Credits *** Fees: Adjustments: Total Fees: Fee description 18,249.00 .00 18,249.00 Total Credits: Total Payments: Balance Due: Units Fee/Unit .00 1,009.00 17,240.00 Ext fee Data Building Permit Plan Check Strong Motion Fee Enter Number of EDU's > Enter "Y" to Autocalc P.F.F. > C.F.D. Enter »Y" to Autocalc T.I.P. > C.F.D. * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee Each Plumbing F} Each Building S Each Water Heat Gas Piping Syst Each Vacuum Bre * PLUMBING TOTA Enter "Y" for El Single Phase Pe * ELECTRICAL TOTAL Enter 'Y1 for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL 0 0 0 00 0 0 0 0 0 01o| 200 0 0 2 6 3 0 25 9.00 4.50 6.50 1553 1009 36 2200 6569 6063 390 210 18030 7 55 6 2 2 5 79 10 50 60 15 18 27 19 80 J .00 .00 .00 .00 .00 Y .00 .00 Y .00 .00 .50 Y .00 .50 .50 .50 .00 .00 .00 Y .00 .00 .00 Y .00 .00 .50 .00 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Pains Dr., Carlsbad, CA 92009 (619) 438-1161 I. PERMIT TYFK A - U Commercial U New Building D Tenant Improvement " B - D Industrial D New Building D Tenant Improvement C -^Residential D Apartment DCondo tt Single Family Dwelling D Addition/Alteration D Duplex O Demolition Q Relocation Q Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall D Solar D Other PLAN CHECK NO. EST.VAL_PLANCK" VAUD. BYJ DATE //- 022. PROJECT INFORMATION __________ , :CHECK BELOW IF SUBMirim Bfc Energy Gales Qfz Structural Gales atj Soils Report $f\ Addressed Envelope ASSESSOR'S PARCEL - / S O - 1 Jf FXISTINr, USE CR</f PROPOSED USE SM/fii^T DESCRIPTION OF WORK SQ.FT.# OF STORIES 3. UJIM1AL.1 WCJ NAME CITY ^ KSUN (.ir cunerent irom applicant; STATE ADDRESS ZIP CODE DAY TELEPHONE 4. APPLICANT NAME jg, OCONlHACruK UAOfcNl r(JK L.UW IKACIUHlHACru LAAU L><? AUtNl rCJK UWNhK C STATE ^T/f.ZIPCODE <? 2-0Q f DAY TELEPHONE/^? f *? ^~ *7 S *? $? &. ' J*KUFJiKiTf UWNKH NAME <•"* ja i/^j £—• CITY o. {Jbh IKAJL.'IUK NAME CITY ADDRESS STATE ZIP CODE ADDRESS STATE ZIP CODE "\ ' — ' "" ' DAY TELEPHONE DAY TELEPHONE STATE LIC. #LICENSE CLASS CITY BUSINESS LIC. # UUMFEHSAllOH workers' CompensationDecIaration: I hereby attirm that I have a certiricate or consent to sell-insure issued by the Director or Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE L£itmcate ot Exemption: I certify that in the performance or the work ror which this permit is issued, I shall not employ any person in any manner so as to become subject to^e Workers' Compensation Laws of California. SIGNATURE lATE 87 CJWNEH-BUILDEH Dl TION Owner-Builder Declaration: I hereby artirm that l am exempt trom the contractors License Law tor the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). [Sf I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil oenalty of not more than five hundred dollars [$500]). SIGNATURE "77 ^ , ^*I_ ^i, s /S/,1**^^\ DATE jzardc COMPLETE THIS SECTION FOR NON-RESIDbNllAL BUILDING FhKMl li UNLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CUNJ>'rHUCilUM LENDING AUENlIV i hereby altirm that there is a['construction lending agency tor the performance ol the work tor which this permit is issued [Sec 3O97UJ Civil CodeJ. LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION l certify that ihave read the application and state that the above mtormation is correct. I agreeto comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned properly for inspection AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 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 365 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 (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE DATE: WHITE: File YELLOW: Applicant PINK: Finance ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: $ JURISDICTION: PLAN CHECK NO PROJECT ADDRESS: PROJECT NAME: SET: JW V a y\ JFILE COPY jUPS ^DESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is 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. jj Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone # By:Kjfa Enclosures:ESGIL CORPORATION DGA DCM ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE : JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: (— SET: ~rrr nAPPLICANT PLAN CHECKER FILE COPYDUPS ("•DESIGNER .The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is 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: f1 — 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: Bri&w. 5^_///'_< Date contacted: j REMARKS: Telephone # By:Enclosures: ESGIL CORPORATION DGA DCM Date plans received by plan checker! $ If 2-1 4 PLAN CHECK NO.; 'all-\bDt-\ TTT Date plan recheck completed; ff/f3/-9z. Bv; k'uci—f- PROJECT ADDRESS; 1< RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. 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: 27) To facilit^t-p rerhecVinj, please identify, "-^ next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In-oaco you did nofe-Uoep— -o copy -o£- the -pgiog •• ftorrootiion - list, • wo- have onciosad — £beee — pages — eonbaifting-tho -at fell outstanding- eeg geet iew> Please contact meif you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of correction*1 from this li^t. Tf tber^ arp other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. _Yes No 0*,IQn +-- 5 3 O ^ } , fos.-kil nd f\a.4- e^-Arv f\liO /\l Ol b f#t o\/ Form No. RPCS. 41290 J ESGIL CORPORATION 932O CHESAPEAKE DR.t SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: ffyLr&k 101 IWdL QAPfLICANT JURISDICTION: C^*.rl*b**t fjPLAN CHECKER FjFILE COPY PLAN CHECK NO: 3I-I&0H SET: JJ HUPS ^.DESIGNER PROJECT ADDRESS; /a &£? Hffa? {/•£*- PROJECT NAME: 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 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: Rrf 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: Telephone #_ REMARKS: By; fctortt&MZT Enclosures:ESGIL CORPORATION 3/5- DGA DCM JURISDICTION:.C \gji [ Date plans received by plan checker: PLAN CHECK HO.; ^l-f&O'-f ~TT Date plan recheck completed: Zllfffaz, Bv; PROJECT ADDRESS:. TO: p^i'^ft t3"%£>.S4-. RECHECK PLAN CORRECTION SHEET 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 disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below 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), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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: £^ To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. 3.) The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In ease you did net-keep—a copy of—tin—prior. - correction list,—wo—have onelocod—these—pages—containing-the ati.ll -outatanding-correetiona; Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes Jib "7.S— UK A-fjg, A. A-h '/'rat t o0-H&i *fe>iW>r\rf3r& Hi. *fr" l /*> ¥o ^ rvt rofr'/(<*.+• iy / ft*' Form No. RPCS.41290 M7. J&J. ~ th.£>npy*>i&/\ a#u :&l\— fe 7 s. <tr -fz? "hn^ 4cy - le.-Phhctr.ai s/'^g. ^^ O otvt* b/e. ^?x:^ 's 4-e us/rial fi£*>i^>bx*si£&_ ) - the. CI <» /"*< /• ^/ ~ j V /f^g net f~--f-*sr* . ^/^r //w. ^ •for A0&- u^^- . p.3 ti nger»to/t 2.17, i 'rt* "fitf tfZ _A A/, — -/^.^ -Ar A/> Av 4-^^f is** /ft^f l~4-*>*st ^ / *»3 x?jg^^^y ^T V ^ fir- 5/5 * A* /3/S7 II * II II M A d*^r«-~&*«~ru.r\ •Hvf's to*i*Z ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK WO: CARLSBAD SET: PROJECT ADDRESS: PROJECT NAME: URISDICTION, IJFILE COPY jUPS 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 jurisdiction1s-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 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. I The applicant's copy of the check list has been sent to: gpj 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;ESGIL CORPORATION DGA DCM Enclosures PLAN CBEOC FOREWORD; PLEASE READ JURISDICTIONS CITY OF CARLSBAD TO: ENCLOSURES: PROJECT ADDRESS: * FLOOR AREA;JVU-&H STORIES: 3 HEIGHT: REMARKS: FLAM L crnr OF SINGLE F*MTT.v Anp DUPLEX Date plans received by jurisdiction: 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 24 and the following model codes: 1988 UBC (eff. 1/1/90) 1988 UPC (eff. 1/1/90) 1990 NEC (eff. 7/1/91) 1988 UMC (eff. 1/1/90) 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), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To spee<fr UP the recheck process, note on this list for a COPV^ where each correctigp item hag been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked UP list when you submit the revised plans. Date plans received by Esgil Corporation: Date initial plan check completed: IZ- q-*M Bv; Applicant contact person: B. 5ulliVn*\ _ Telephone : NOTE: PAGE IfOHBERS ARE NOT DT SHOjUENCE AS PAGES HAVING NO ITEMS HEEDING CORRBCTIORS WERE DELETED. List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC) 6. FLANS Please nake all corrections on the original tracings and submit tvo 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 personresponsible for the preparation of the plans. Section 302(a)7. All sheets of plans oust 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, \t>atio, deck and balcony. Section 302(d). , , Provide a statement on the Title Sheet of theplans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 NEC. SheW- / *«** nao t??}#ns{ ^A^-S-I *-y=> H*5 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 minimum slopes. Section 302(d). Indicate distance from property proposed building. Section 302(d). lines to- Show on the title sheet all walls, etc. included under Any portion of the project plan that is not included permit application filed identified as "not included structures, pools, this application. shown on the site with the building should be clearly 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. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. ITEM REQ. IF CHECKED REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSP. STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSED STEEL FIELD WELDING HIGH STRENGTH BOLTS EXPANSION ANCHORS SPECIAL MASONRY SPRAYED ON FIRE PROOFING PILES/CAISSONS DESIGNER-SPECIFIED OTHER FIRE PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 7/9/91 y- f i- Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. Section 1709. Projections, including more than 12 inches from the property line. eaves, may not extend into the 3 foot setback Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location detector: (JT) Centrally of permanently wired smoke located —in corridor or area giving access to sleeping rooms. C^b^J On each story. Q-. In the basement. (oT) When sleeping rooms are upstairs, at the ^— -^ upper level in close proximity to the ^^^ stair. ('eO In rooms adjacent to hallways serving ^•^ bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. Lwr*\t £±£* NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 1210 When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 19 above. Section 1210. RESIDENTIAL 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 2*. @ i- 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 abuts a street, yard or court. Section 1205 (a). 37. Provide mechanical ventilation capable of providing (^fiviT air changes per "h"ojj5.__in bathrooms, water"6J.CSet Tigmpartments,<jj*ui~ rooms and similar rooms if required openalffe windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air will be at least 5 feet from any mechanical ventilating intake. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(c). 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). Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded 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. 10/2/91 3*. 37. 39. 3*. si. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section_1204 Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204. Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Provide details of the assemblies. Section 1202(b). A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does mezzanine floor and is, Code definition, a story... not comply as a by Uniform Building Section 1716. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. EXITS. STAIRWAYS. AND BATT.THCg Floors above the second story shall have not less than 2 exits. Exceptions: 1. 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. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. 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 (f). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. .^Openings between railings shall be less than/o"5 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. Provide stairway and landing details. Section 3306 (b), (c) and (p). 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. pi-i b. Minimum headroom is 6'-8". c. Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: --->-~-^ toy E«< 1 aT; Provide handrail for stairways with 4 or ^—^ more risers. r*wi'st (9 (9 0 G9 38" above the .£//?, **»*- r*ifHandrail shall be 34" to nosing of treads. M- mws-f" e-c/-«vf -fa The handgrip portion of handrail shall be not less than 1 1/2", 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 (j).fitter An (Inter id?) door may open inward at the top step~~oT~~~astairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (i). 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. Minimum width is 36 inches. 5/»//- 10/2/91 0 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. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 8 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. 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 -tig' aotej" Uailf Um to and appiumJ'uy Urn Imliaim uffiai*3, to installation*; £••~ty p»/'«/ futur &rnttf*** *221£±'' 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 (m). Within units, show that minimum width of 36 inches. ROOFDIG corridors have a Section 3305 (b). 58. Specify roof slope. Sjf. Roof slope is not adequate for roof type / specified. Table 32-B,C,D and E. Specify roof material and application. Chapter 32. Specify I.C.B.O. or U.L. approval number for rMof materials not covered in U.B.C., e.g., f't**«, etc. Section 107. Specify minimum 1/4 inch per foot xoe£ slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). f 4 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. 64. 1 Show attic ventilation. Hinijuum vent area is x—S 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). 6*. 1- 1. MASONRY 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 #9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 24. 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. 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, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core <€elf-closing) door for openings between garage ana dwelling™ Section 503 (d). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. Show *eef drains and overflows. Section 3207. 12/18/90 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 panel height-to-width ratio is 3 1/2 to 1 for plywood. 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 (i). 77 A 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). FOUNDATION REOUIREMEKTS 78.^ Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 2905 (c). (79. J The foundation plan does not comply with, the ^—S soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compZiance:_ 80. ) Provide notes on the foundation plan listing ^* ^ the soils report recommendation for foundations, slab and building pad preparation. 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 (wji^n required by the soil report). ©The soils engineer recommended that he/she review the foundation excavations. 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 comply with the intent of the soils report". Show height of all foundation walls. 23. 8*. Show height of / foundation walls. retained earth Chapter 23. Chapter on all 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. s^-'~\( 86.) Note on plans that wood shall be 6" minimum —\ above finish grade. Section 2907 (a). V— °* S5Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundation per U.B.C. Table 29A: Floors Supported* 1 2 3 gtemwal1 6" 8" 10" Footing Width Depth Thickness 12" 12" 15" 18" 18" 2V 6" 7" 8" ^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 89. Show foundation sills to be pressure treated, / or equal. Section 2516 (c) 3. 90. Show foundation bolt size and spacing. f Section 2907 (f). 91. Specify size, I.C.B.O. number and manufacturer / of power driven pins. Show edge and end distances and spacing. Section 302 (d). ?. A.rc 2/13/90 I Zf required, show size, embeoment and location of hold down Anchors on foundation plan. Section 302 (d). If hold downs are required, note on plan that hold 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).Doc-& 510/55 10 105.\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 double top plate with minimum 48" lap splice. Section 2517 (g) 2. _ low minimum 18" clearance 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 24 IOC. 101. 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. FRAKEHG Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3, Table 25-V. Note cross bridging or 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 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. 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. 1Q7. 198. 10 Show nailing 25-Q. will be 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. In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating units from common areas. lllj Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 ^'Bax. 10'; Non-bearing: 2x4 max. 14', 2x6 max. 20l. Table 25-R.-3. 7 Studs supporting ceiling must be 3 Table 25-R-3. two X 4 floors, a roof and or 2 x 6 at 16" o.c. 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 2505. .. A+10 / 7/6/91 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear vails. Section 2513. Specify nail size and spacing for all shear vails, floor and roof diaphragms. Indicate Maintain maximum diaphragm [Tables 25 I, J, K and required blocking, dimension ratios. Section <»714 (d)]. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as 119. Provide roof framing plan and floor framing / plan. Section 302 (d). 120. Provide framing sections through Section 302 (d). Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. lit. Provide calculations for main vertical and / horizontal framing members and post footings. Section 302 (b). , iai i. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). In Seismic Zones 3 and 4, the allowably shear wall values for dryvall in Table 47-1 oust be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end.) 13^, f Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Show location of attic access with minimun size 22" x 30". Section 3205. Show draft separation for attic areas between units in a duplex. Section 2516 (f). Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S. When roof pitch ridge as a beam. is less than 3:12, design Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 U), 2516(g)3. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. 137. In open beam construction, provide strap ties / across the beams at the ridge support. Section 2501 (b). •/• f 13^, 7/5/91 Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1707. MECHANICAL (UNIFORM MECHANICAL COOEt All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 30. d. 14, Ij/Z Show the size, location and type of all heating and cooling appliances or systems. Every dwelling unit shall be provided with heating facilities capable. of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704. Show minimum 30" deep,., unobstructed working space in front of furnace. Section 505, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. L4/. L4o\ Show source of combustion Chapter 6, UMC. air to furnace, per Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708 UMC. 146.iNote that passageway to the attic furnace shall unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 70S UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. Show details to comply furnace under the floor, roof or outside furnace. with Section 709 for or Section 710 for 149.) Show I.C. B.0. approval number for prefab V, / fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. 150}Note on the plans that approved spark arresters shall be installed on all chimneys. Section 3704(h), Title 24. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. outside. UMC, Section152.^Provide dryer vent to V /1903. (NATIONAL gr.BPTPTrAT, CODE) All wiring shall Electrical Code. comply with the National Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub- panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 154.)Note on the plans: "Electrical outlets shall be installed in accordance with NEC Article 210-52". 155.) Note on the plans: "Lighting outlets controlled by a wall switch shall be provided in accordance with NEC Article 210-70". 156.}Note on the plans: "Light fixtures installed ^^X in clothes closets will comply with NEC Article 410-8".r ^\f157.jNote on the plans: "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. 158.JNote electrical system ground to be provided NEC, Art. 250-80(a), 81(c). FLCKBIHS fUKIFORH PLUMBING CODEl Show water heater size, type and location on ^—'plans. UPC, Section 1301. 10/2/91 r!60. t 162. 166. 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. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d). Show shower stallScan accommodate a 30" circle and has a minimum floor area of 1,024 sq. in. UPC 909 (d). Provide clothes washer hook-up for each unit. Title 24, Part 3. NOISE 1HSULAIION (DUPLEXES) Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shal1 be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. Provide insulation in walls and ceiling to achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 24. COffSEKVATION Provide plans, calculations and worksheets to show compliance with current energy standards. The regulations require a properly completed and properly signed Form CF-1R 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 actual construction with the requirements of the approved energy design. (1720 All energy items shown on the plans must be in ^—/ agreement with the information shown on the properly completed Form CF-1R. S*€*. b-< 173.) Specify on the building..„Plans all of the \^s mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and space heating (or cooling) heat loss calculations if 45,000 BTU/Hr. efficiency of the system and provide the output exceeds 17,li. 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. . 176.}Provide fluorescent general lighting in V_/kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Energy conservation design should 7. be for Zone Floor drains must policy). have auto-prime (city For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. I 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 roost south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). J7.3. A, T/££&r A* -f +1 10/3/91 10 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). 184. Incorporate the waterproofing details, on theincorporate me wai,eiprwuiiiijs U*SI^IA*O, u»» u« attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). iSS.Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. area, then a soils report is not Esgil Corporation will advise the place their soils notice stamp on the ft. in required. City to plans. 18 Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't apply. City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. 190.JA11 chimneys attached to any appliance or ^—'fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall be not less than four times the net free ara of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 12 gauge wire, 19 gauge galvanized wire or 24 gauge stainless steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2-inch and shall not block the passage of spheres having a diameter of less than 3/8-inch. Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shal1 apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. mSCELLANEOOS Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 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, 2075 Las Palmas Dr., telephone 619/438-1161. Thank you. Enclosures: 11/13/91 11 Fill in h o£_T * -fa uscr/l V '-"- araaf, i fits /O l J, Yo ///*• «r/ 4?Hlf ?f ^. 3 £» // \l Inlf- n of at A'fcW) g? // -><er> fe> ^ &>. <^ j^/~ /3-^r < *^yOji^J" 7 i*:y™j f}&-j ? zn ^ J&L "? 2.16,ITfo a 2.17* /« /tf-r^ /•fi'r ^5-f- y>^'*)TT <-&r <; ntfld f-z.e_ -*-A "7/55 ow '/ ^i^ "'"J ct -h (0/35 Z-Z-7, (-V V2^^^ \\ . S7. /YI5T *h«& *.+ //S7 7.^-/ j 5. h ) T J . , i £> Fa D a^n .//" Jyo r ^jQ A f~ m*. A Ma . 33 i r<z-c< THE FOLLOWING NOTES SPECIFYING MANDATORY REQUIREMENTS SHOULD BE INCORPORATED ON PLAN SHEETS, OR CONTAINED WITHIH JOB SPECIFICATION DOCUMENTS. MANDATORY ENERGY CONSERVATION REOOTREMEHTS OF THE STATS OF CALIFOKHTA (1) All heating, ventilating, air conditioning, and water heating equipment shall meet all of the requirements of the Appliance Efficiency Standards and shall be certified by the California Energy Conoission. (2) A two stage thermostat, which controls the suppleaentary heat on its second stage, shall be provided for heat punps. (3) Thermostats shall be equipped with an automatic setback, vhich the building occupant can program to automatically set back the thermostat twice in Ik hours. (4) Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. (5) All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances shall be equipped with an intermittent ignition device. (6) All fan systems exhausting air to the outside shall be provided with backdraft dampers. (7) All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shairbe insulated to conform to the provisions of Section 1005 of the UMC, 1982 Edition. (8) A vapor barrier is required in climate zone 1, I1*, and 16. (9) All oanufactured windows and sliding glass doors shall oeet the 1972 ANSI air infiltration standards and shall be certified and labeled. (10) All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped. (11) Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. (12) The five feet of pipe closest to the water heater, if- outside conditioned space, shall be insulated with a miniaum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall be insulated in accordance with T20-lM)6(d). (13) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of not less than 25 lumens per watt. (14) Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance efficiency standards and shall be certified to the Energy Commission. (15) Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting closeable natal or glass doors covering the entire opening of the firebox; a combustion air intake equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. (16) Insulation used shall comply with California Quality Standards. (17) The insulation, installer shall post, a signed certificate. .".Section. 276- Insulation Certificate (All Occupancies). After installing insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer and the builder stating that the installation conforms the requirements of Title-2U, Part 2, Chapter 2-53, and that the materials installed conform with the requirements of Title 20, Chapter 2, Subchapter **, Article 3. The certificate shall state the manufacturer's name and material identification, the installed "R" value, and (in applications of loose fill insulation) the miniaum installed weight per square foot consistent with the manufacturer's labeled density for the desired "R" value. (18) For infiltration control all openings and penetrations oust be caulked and sealed, such as around windows, at sole plates, and openings for utility pipes and wires. Form ECH 3/5/86 DEVELOPMENTAL • If^ • 1200 ELM AVENUE SERVICES WwJm CARLSBAD. CA 92006-1969 BUILDING DEPARTMENT vSl^ (819)*3a-M2a THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address Legal Description Assessor's Parcel Number • Quantity of Grading in cubic yards Contact Person - Name and daytime Phone Number Circle any Planning Commission or City Council Action on this Property: Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan PLAN CHECK NUMBER cd 112383 Datftl Prepared byi K^r+ CZ, Jurisdiction rART.RRAn VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN CHECK NO. *M- /£ BUILDING ADDRESS 13. %£> APPLICANT/CONTACT g. • BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION PHONE DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION Y^lAj*-Uiri^ x^ ^Cji?<?>-T~tftC*-^ 0 Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING ARE\ H-7S-H UW — VALUATION MULTIPLIER -7-5 1* e P @ • • VALUE •sH^ssa M.6- V^2 • .%^7, °IIH Building Permit Fee $. Plan Check Fee J COM HENTS: S HEET I OF /12/87 BUILDING PLANCHECK f >£ ENGINEERING CHECKLIST ^~iDATE; >Z ~ \k> -Ml _ I— I ITEM COMPLETE \)PLANCHECK NO. CP> °\ \ - \b£>4 ^Sl ITEM INCOMPLETE NEEDS YOUR ACTION HooVCr S"j. ITEM SELECTED s c H E K N D C H E K R C H IA ^p^ ri SF ee^e^c PROJECT ID: APK) ZO£^- 1 S~^ LEGAL REQUIREMENTS site. Plan . N, 3- ie> IVJ 1—I ±t Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street 4.roprovemerits, j right-of-way width and dimension setbacks. 5?i rvf I iif\i i—i i—i 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adj acent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. '—' '—' '—' 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance '—' '—' '—r 4. No Discretionary approvals were required. D Project complies with all Engineering Conditions of Approval for Project No. Project does not comply with the following Engineering Conditions of Approval for Project No . HDP _ l^6*s c'r &ae>r*^*\ 4-^r MS Conditions complied with by: Date: Field Review '— '—' '—' 7. Field review completed. No issues raised. ^ '—' '—' 8. Field review completed. The following issues or discrepancies with the site plan were found: IS I—It—I As site lacks adequate public improvements ^ ^—I I—I B. Existing drainage improvements not shown or in conflict with site plan. *" ^—' '—' C. Site is served by overhead power lines. •"^-'6fcr &|p£: <?F S' P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 1—I'—ID. Grading is required to access site, create pad or provide for ultimate street improvement. nn E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. nan F. Other: EC Dedication Requirements nn 9. No dedication required. I—! I—II—1 10> Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V1 x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as follows: Dedication completed, Date By: Improvement Requirements I—II—II—J 11 f jjo public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. I—II—!l—112. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date:_ by: P:\DOCS\MISFORMS\FRH0010.0H REV. 02/27/91 ' — ' ' — ' 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section j 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a ' recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement . The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date : FJSIO b \ 3 °l Bv: ^. ' — ' ' — ' ' — ' 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import , export ) . ^ I — ' ' — ' 14 . No grading required as determined by the information provided on the site plan. ' — ' ' — ' ' — ' 15. Grading Permit required. A separate grading plan prepared by a registered civil Engineer must be submitted for separate plan check and approval through the Engineering Department . NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: _ by: _ Miscellaneous Permits I — II — II — I 16t Right-of-Way Permit not required. • ' — ' ' — ' ' — ' 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: _ \ _ nn 18. Sewer Permit is not required. '—' '—' '—' 19. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91 nan 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building Permits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: . By: D Fees Required APT - \ , 27. Park-in-Lieu Fee Quadrant:.Fee per Unit: Total Fees: 23 24 25 26 27 Traffic Impact Ffiie Fee Per Unit: Bri ee > Total Fee: "7"7£> QO Fee Per Unit: Public-PaclTities Fee required. Facilities Management Fee Zone:. Sewer Fees Permit No. Benefit Area: Fee: EDU's \tQ Fee: 28. Sewer Lateral Required: M_ Fee: 29. REMARKS: 185.00 ENGIKEERINQ AUTHORIZATION TO ISSUE PERMIT DATE: P:\DOCS\HISFORHS\FRM0010.DH REV. 02/27/91 Edit Go to Exit PLAN CHKR DRAWING NO PROJECT ] 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 CD DATE IN 04/03/90 03/19/90 02/21/90 02/16/90 02/07/90 12/14/89 DATE OUT ACTIVITY SHTS 0 04/03/90 MYLAR -0- 03/27/90 3RD+ CHECK -0- 03/07/90 3RD+ CHECK -0- 02/20/90 3RD CHECK -0- 02/14/90 2ND CHECK -0- 01/18/90 1ST CHECK -0- F SHEETS 2 2 2 2 2 2 Form: PLANCHK1 Table: PlanChk Field: drawno Page: 1 Edit Go to Exit PLAN CHKR DRAWING NO PROJECT ] 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 91 SMITH PM 816 MS 816 CD DATE IN 04/03/90 03/19/90 02/21/90 02/16/90 02/07/90 12/14/89 DATE OUT ACTIVITY SHTS O 04/03/90 MYLAR -0- 03/27/90 3RD+ CHECK -0- 03/07/90 3RD+ CHECK -0- 02/20/90 3RD CHECK -0- 02/14/90 2ND CHECK -0- 01/18/90 1ST CHECK -0- F SHEETS 2 2 2 2 2 2 Form: PLANCHK1 Table: PlanChk Field: drawno Page: 1 Or- M <S Plan Check No. PLANNING CHECKLIST Address Planner Ddin^£lf A (Name) APN: 2-0(, - I SO -±2. Phone 438-1161 ext. S F hType of Project and Use Zone f^ 1- \5 Facilities Management Zone a a •* ^y* Legend D Item Complete Item Incomplete - Needs your action 1,2,3 Number in circle indicates plancheck number where deficiency was identified Environmental Review Required: YES _t/NO TYPE DATE OF COMPLETION: __^^^^__ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ,j y - 00 D Discretionary Action Required: YES _^/NO TYPE APPROVAL/RESO. NO. PROJECT NO. ^___ DATE: OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval D California Coastal Commission Permit Required: YES \XNO DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval DATE: 10/27/92 TO: SULLIVAN, BRIAN 3480 DON LORENZO CARLSBAD, CA 92008 PLAN CHECK EXPIRATION PC# CB911604 DATE: 11/25/92 ADDRESS: 1280 HOOVER ST You have applied to have your plans checked on the date shown above, and you have not obtained your building permit. The provisions of Section 304(d) of the Uniform Building Code state: "Section 304(d) Expiration of Plan Review Applications for which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building official. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee." Please check the appropriate box indicating your choice and return this letter to the BUILDING DEPARTMENT. PROJECT ABANDONED. I WILL PICK UP PLANS WITHIN 10 DAYS. PROJECT ABANDONED. PLANS MAY BE DESTROYED. If you have any questions, please contact the Building Department at (619) 438-1161. DORIS COSMAN Building Department Era D DD Landscape Plan Required: YES V* NO See attached submittal requirements for landscape plans Site Plan: 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 and driveway. Gran 3. EI an 4. Zoning: BTI D i. em a 3. S'nn 4. ^/\2\3 Additional Comments Provide legal description of property, '< Provide assessor's parcel number. /^^ Setbacks: Front: Required Int. Side: Required Street Side: Required Rear: Required Lot coverage: Required Height: Required Parking: Spaces Required Guest Spaces Required tA/^F/^i Mr^i J~- > /y AjvfloA' Aii acre* v* 6 r 7 a * Shown £ £ 10' Shown />'<" A/^Shown /^r 2fl ' Shown SZ^ W (J A <••» *f //O 7" Shown > 'Ufa 2 0f j "2£? ' t ' tf _/ ci_ -( ( w^^t^^F_^*TT*7' onown -^-, A , . ^ c^^^~ ^nown fv ^•**?"X2V Shown 2-^^ J2- 'v . ~ Q * I -r ^>' / A&J&W0\, ffs tf*f~ *& * ^ * OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ^~^z^ ' \ , / f^ rA 9/? 7; DATE -7^7 v^- PLNCK.FRM STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN DIEGO, CA 92108-1725 (619) 521-8036 Date: September 27. 1991 TO: Brian Sullivan 3480 Don Lorenzo Carlsbad. CA 92008 SUBJECT: Waiver of Coastal Development Permit Requirement/De Minimis Developments-Section 30624.7 of the Coastal Act Based on your project plans and information provided in your permit application for the development described below, the Executive Director of the Coastal Commission hereby waives the requirement for a Coastal Development Permit pursuant to Section 13238.1, Title 14, California Administrative Code. If, at a later date, this information is found to be incorrect or the plans revised, this decision will become invalid; and, any development occurring must cease until a coastal development permit is obtained or any discrepancy is resolved in writing. WAIVER # 1191 APPLICANT: Brian Sullivan LOCATION: West side of Hoover St. at its intersection with Highland Av.. Carlsbad. San Diego County. APN 206-150-18 PROPOSED DEVELOPMENT: Construction of a two-story. 4.873 sq.ft. single- family residence with an attached garage on a vacant, previously subdivided (CDP #6-89-332) 23.000 sq.ft. lot. RATIONALE: The proposed single family residence will be situated in a well-established residential neighborhood and will be- compatible in size and scale with the character of the surrounding area. The subject site is not located within any of the special area overlays. The lot is relatively flat. does not contain any steep naturally-vegetated slopes, and minimal grading is proposed (less than 100 cubic yards). The proposed project is consistent with Chapter 3 policies, current zoning and the certified Aqua Hedionda Land Use Plain. This waiver will not become effective until reported to the Commission at their October 8-11,1991 meeting and the site of the proposed development has been appropriately noticed, pursuant to 13054(b) of the Administrative Code. The enclosed Notice Card shall remain posted at the site until the waiver has been validated and no less than seven days prior to the Commission hearing. If four (4) Commissioners object to this waiver of permit requirements, a coastal development permit will be required. S CHARLES DAMM South Coast District Director cc: Commissioners/File by:Bill Ponder (1231R) STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA Date: October 8. 1991 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN D!EGO, CA 92108-1725 (619)521-8036 WAIVER AUTHORIZATION Brian Sullivan 3480 Don Lorenzo Carlsbad. CA 92008 Applicant: Brian Sullivan Please be advised that you are hereby authorized to proceed with development of your project, Waiver # 1191 , which was reported to the Commission on October 8. 1991 Development of your project is subject to compliance with all terms and conditions specified in the Waiver of Coastal Development Permit Requirement already issued to you. A copy of this Authorization must be presented with the Waiver to the local building department. Should you have any questions, please contact our office PETER DOUGLAS Executive Director by: flit: CIVIL ENGINEERING • LAND SURVEYING ENGINEERING DATA MANAGEMENT & CONVERSION G.I.S. • MAP/PLAN/DOCUMENT SCANNING CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 SULLIVAN DEVELOPMENT CO. 3480 Don Lorenzo Carlsbad, CA. 92008 Attention: Mr. Brian Sullivan Subject: Preliminary Soils Investigation for the proposed Single Family Residence located on Hoover Street, Carlsbad, CA. Dear Mr, Sullivan: Pursuant to your request, a Preliminary Soils Engineering Investigation was performed at the subject site. The purpose of the Investigation was to determine the general engineering characteristics of the soils on underlying the site and to provide specific recommendations for the design of foundations and retaining structures, slab-on-grade floors and site earthwork. The proposed development consists of a two story stucco/wood frame residential house. Minor cut and fill grading techniques will be employed to develop the site to the designed elevations. SITE CONDITIONS The subject site is located approximately 2 blocks south of Tamarack Ave. on Hoover Street in Carlsbad, CA. The site 1- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431 -695 ,IIIC. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 topography consists of gently rolling terrain, generally sloping to the west at an average of 7%. Some trees, shrubs, and minor vegetation exist on the site which is still in its natural state. FIELD AND LABORATORY TESTING On 23 October 1991, a Field Investigation was performed at the subject site. This investigation consisted of the excavation of one test pit dug by hand. Location of this test hole with respect to the proposed development is shown on the Plot Plan, Enclosure (!•)•• As the test pits were advanced, the soils were visually classified by the Field Engineer. Undisturbed and bulk samples, as well as in-place density tests, were obtained at various depths representative of the different soils horizons. All samples were returned to our laboratory for detailed testing. Results of the in-place compaction tests, the Maximum Dry Density Test values for the various soils sampled and the Expansion Potential Test results are presented on Enclosure (3). These materials were also tested for Shearing Strength, Enclosure (4). Shear tests were made with a direct shear machine of the strain control type in which the rate of strain is 0.05 inches per minute. The machine is so designed that tests may be performed -2- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 Bering, inc. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 ensuring a minimum of disturbance from the field conditions. Saturated, remolded specimens were subjected to shear under various normal loads. Expansion tests were performed on typical specimens of natural soils. These tests were performed in accordance with the procedures outlined in U.B.C. Standard 29-2. SOIL CONDITIONS As indicated by our Test Pit Logs, the site is underlain with approximately 12 to 18 inches of Topsoil material consisting of porous, dry, loose silty sand. Underlying the Topsoil materials are the Terrace Deposit soils consisting of a damp, dense to very dense SANDS. Groundwater or seepage was not encountered. GEOLOGICAL HAZARDS The geologic hazards at the site are earthquake effects generated by fault movements. These effects include ground shaking, seismic settlement, differential compaction of loose soils, and ground lurching. The distance from a major active fault decreases the risk from these hazards at this site. No faults have been identified within the site. STABILITY The relatively dense nature of the slopes within the site and the nature of the material underlying the site generally preclude — 3 — 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 ,IIIC. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 the occurrence of major landslide conditions. The area surrounding the site is not known to be within an area of ground subsidence. The site surface materials consist of sandy soils that are relatively dense in their dry state. These materials are susceptible to erosion. Drainage control is essential to maintain the stability of any planned slopes or slope areas. CONCLUSIONS AND RECOMMENDATIONS Based on field data and our laboratory tests results, the following Conclusions and Recommendations are presented and are to be utilized in conjunction with the Grading and or Building Plans: All grading shall be performed in accordance with the applicable recommended grading specifications contained in this Report and the City of Carlsbad Grading Ordinance. On the basis of our investigation, development of the site as proposed is considered feasible from a soils engineering standpoint provided that the recommendations stated herein are incorporated in the design of foundation systems and are implemented in the field. -4- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 It&lt Kiiyincceriny,iiic. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 Site preparation should begin with the removal of any trash, debris, and other deleterious matter. These materials, as well as vegetative matter, are not suitable for use in structural fills and should be exported from the site. Also, any subsurface structures such as cesspools, wells, or abandoned pipelines, which are uncovered during the grading operation, shall be removed or backfilled in accordance with the requirements of the City of Carlsbad. All on-site earth materials are considered suitable for use as compacted fills; however, the loose Topsoil occurring throughout the project site shall be over excavated and recompacted to a minimum depth of 1.0 feet or to an elevation where firm natural ground soils are encountered. The exposed ground surface, after over-excavation, shall be scarified to a depth of 12 inches and recompacted to 90% relative compaction. Structural fill shall then be placed and compacted in thin layers (6 inches or less) until final elevations are reached. All structural fill shall be compacted to at least 90% of maximum dry density at near optimum moisture content as determined in accordance with ASTM Test Procedure D 1557-78 or equivalent. If raised foundations are anticipated for use in the construction of the house, footings shall be deepened thru the topsoil with the required embedment into the firm natural ground. -5- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 wiecriny,iuc. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 Site drainage should be dispersed by non-erodible devices in a manner to preclude concentrated runoff over graded and natural areas in accordance with the City of Carlsbad requirements. All grading and/or foundation plans shall be reviewed by the Soil Engineer. FOUNDATIONS The proposed structure for this project can be supported by conventional, isolated, and/or continuous spread footings. The recommended allowable bearing value is 2000 psf. This value is for dead plus live loads and may be increased by one-third (1/3) for seismic and wind loads where allowed by code. This design bearing value is in accordance with the Uniform Building Code and was calculated based on Terzaghis' Formula. In general, the on-site surface materials were found to have a very low expansion potential according to Jable 29-C of the Uniform Building Code. Therefore, no special additional foundation recommendations for expansive soils are considered necessary. Foundations shall be sized and constructed in accordance with the Structural Engineer's design, based on the above bearing value, the expected live and dead loads, and the projected wind and seismic loads. If the native materials are exposed at finish grade, it is anticipated that the minimum requirements or the Uniform building code may be used in the design of foundations. 6- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 ,IIIC. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 If imported soil materials are used during grading to bring the building pad to the design elevations, foundation and slab design shall be reevaluated by our firm upon the completion of the rough grading operation. All concrete slabs shall be a minimum of four inches in thickness and reinforced with a minimum of No. 10, 6"a x 6", welded wire mesh. In order to minimize vapor transmission, an impermeable membrane (ie: Visqueen or equal) shall be placed over the native non-expansive soil. The membrane shall be covered with two inches of sand to protect it during construction and the sand should be lightly moistened just prior to placing concrete. All concrete used on this project shall have a minimum compressive strength of 2000 psi, unless otherwise stated on the Grading Plan. LATERAL LOAD PARAMETER The lateral load parameters to be used in the design of the retaining and restraining walls (using level' backfills) are derived from the friction angle, #, obtained from the direct shear test from Test Pit #1 at a depth of 18 inches using the following formulas: A. Active Pressure Coefficient, Ka = 1-sin 0 = 0.28 1 + sin j0r B. Passive Pressure Coefficient, Kp = 1/Ka = 3.54 C. At Rest Pressure Coefficient, Ko = 1-sin $ = 0,44 The equivalent fluid pressures are obtained by the formulas: -7- 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 •cniif/, me. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 Active Pressure: z Ka £ = 0.28 x 128.0 = 36 psf Passive Pressure: z Kp 6 = 3.54 x 128.0 = 453 psf Pressure at Rest: z Ko 5 = 0,44 x 128.0 = 56 psf Applicable where & = wet density (130.0 psf) , Sf = 34 and z = l'. A coefficient of friction of 0.35 may be used for design of concrete on the native soils. RETAINING WALLS An equivalent fluid pressure of thirty (30) pounds per cubic foot may be used for design of retaining walls. These figures are based on a drained condition and use of level granular backfill. If native soils are used as backfill, the equivalent fluid pressure will be thirty six (36) pounds per cubic foot. BACKFILL If excavations are made by sloping or over-cutting, it will be necessary to place backfill behind the retaining walls after completion of the structure. Backfill soil should be granular in nature and free of organic matter and debris. All backfill should be placed after inspection has been made of the bottom of the excavation and the installation of the subdrain behind the wall. Form lumber and other debris shall not be permitted at the base of the backfill. All backfill should be compacted to 90% of the Laboratory Standard. In some areas where the walls approach the excavated 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 , nc. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 embankment, it may prove economical to place gravel rather than soil for backfill, LIMITATIONS AND UNIFORMITY OF CONDITIONS The analysis and recommendations submitted in this Report are based in part upon the data obtained from the test pit excavations performed on the site and our experience and judgement. The nature and extent of variations between the test pits may not become evident until construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of this Report. Findings of the Report are valid as of this date; however, changes in conditions of a property can occur with passage of time whether they be due to natural process or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to review and should not be relied upon after a period of three years. In the event that any changes in the nature, design or locations of buildings are planned, the conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and conclusions of this Report modified or verified in writing. -9- 5933 SEA LION PLACE. SUITE 100, CARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 K&lf Engineering, inc. CLIENT: SULLIVAN PROJECT: SUL1091 DATE: 18 NOV. 1991 This Report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are called to the attention of the Architect and Engineer for the project and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties either expressed or implied are made as to the professional advice provided under the terms of this agreement, and included in the Report. It is recommended that the Soil Engineer be provided the opportunity for a general review of the final design and specifications in order that earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. (If the Soil Engineer is not accorded the privilege of making this recommended review, he can assume no responsibility for misinterpretation of his recommendations). B & B Engineering, Inc. appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact our office. Sincerely ACB/DPB/emb 5933 SEA LION PLACE, Beard RCE RQE RGE -10- 1ARLSBAD, CA 92008 619-431-8213 FAX 619-431-6959 APPROXIMATE LOCATION OF FIELD EXPLORATORY TEST PIT PLOT PLAN OWNER: BRIAN SULLIVAN LOCATION: HOOVER STREET CARLSBAD, CA. A.P.N. : PROJECT:SUL1091 DATE:NOV 91 , nc. CIVIL, GEOTECHNICAL, & QUALITY ENGINEERS .STRUCTURAL ENGINEERING 'LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENTS. INSPECTION 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 KugiuccHny/ inc. CIVIL. GEOTECHNICAL, & QUALITY ENGINEERS • STRUCTURAL ENGINEERING • LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 LOG OF TEST PITS EXCAVATED 23 Oct. 1991 Backhoe By Rand PIT DIMENSIONS IN FEET W 24" L 36" D 30" SULLIVAN SUL1091 18 NOV. 1991 TP- SURFACE ELEVATION IN FEET DATUM Mean Sea Level GEOLOGICAL CLASSIFICATION DESCRIPTION TOPSOIL TERRACE DEPOSITS ELEVATIONIN FEET££J-UJfe11-°5 5 10 15 SYMBOLSAMPLESS \ ENGINEERING CLASSIFICATION AND DESCRIPTION TAN SILTY SAND {SM) SOME ROOTS, POROUS, DRY, LOOSE \ TAN-BROWN SLIGHTLY SILTY SAND (SM) SLIGHTLY POROUS, toRY, DENSE TO VERY DENSE BOTTOM OF TEST PIT @ 30" NO WATER, NO CAVING TEST DATA M- ° -0 •M IRC) ° PIT DIMENSIONS IN FEET W SURFACE ELEVATION IN FEET 10 /S ENCLOSURE (2) ff&if Eiiffiiicerinn, inc. \ /J<&i!j CIVIL' GEOTECW1CAL, & QUALITY ENGINEERS VjSS3?:5>H/ * STRUCTURAL ENGINEERING • LAND SURVEYING ^V>£££jlx • PERCOLATION & SOIL TESTING •CONSTRUCTION MANAGEMENTS INSPECTION 5933 SEA LION PLACE, SUITE 100, CARLSBAD, CA 92008 619-431-8213 CLIENT: SULLIVAN PROJECT: SUL1091 DVTE: NOV. 1991 Test No. 1 2 Test Date 10/23 Test Location TP-1 TP-1 Test El /Depth 12" 18" son Type A A Dry Density,, pcf Field 101.6 118.2 Maximum. 1280 128.0 Moisture, X Field 3.9 4.5 Opt. 9.5 11 Relative Compaction 79 92 Re test No. COMPACTION CURVE DATA SOIL TYPE AND DESCRIPTION OPTIMUM MAXIMUM DRY MOISTURE % DENSITY (pcf) A. TAN-BROWN SLIGHTLY SILTY SAND 9.5 128.0 EXPANSION POTENTIAL EXPANSION INDEX= 18 (very low) 1 - 20 = Very Low 21 - 50 = LOW 51 - 90 = Moderate 91 -130 - High 131 -above=Critical EXPANSION AND COMPACTION TEST DATA ENCLOSURE 3) 2000 {£ 1600 2UJ CC 1200 J- CDz cr < 800UJ XCO 400 34-' 400 800 1200 1600 NORMAL LOAD (PSF) 2000 SOIL TYPE TAN SILTY SAND VI "Oca 2o g X BORING NO. (BN) TP-1 DEPTH (ft) 1.0 MOISTURE (%) 13.4 COHESION (PSF) 200 ANGLE OF FRICTION («) 34 , inc. CIVIL. GEOTECHNICAL, A QUALITY ENGINEERS STRUCTURAL ENGINEERING 'LAND SURVEYING • PERCOLATION & SOIL TESTING • CONSTRUCTION MANAGEMENT & INSPECTION SHEARING STRENGTH TEST ENCLOSURE (4) ^// ~ • . , , CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No, DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT:s Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas, CA. 92024 (619) 94*»-430Qi Project Applicant: Project Address: RESIDENTIAL: San Marcos Unified 1290 West San Marcos Blvd. San Marcos, CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN:o%fl£- /$ SQ. FT. of living area J SQ. FT. of covered area COMMERCIAL/INDUSTRIAL: SQ. FT. AREA Prepared by .X number of dwelling units - SQ. FT. of garage area LP Date FEE CERTIFICATION (To be completed by the School District) ^Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: Comm/lndust Fee Levied $ :$ based on based on sq. sq. ft. ft. fl e School District Official Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at .26C per square foot for commercial/industrial. SF = « ~5 S = 5 sII 2.s s a f-oI/) U. o » §5 »2 —' 5 ^ ^> * V i *h««