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1201 MAGNOLIA AVE; ; CB921094; Permit
B U ILDING PERMIT 12/23/32 09:47 Page 1 of 1 •dress: 1201 MAGNOLIA AV Suite: r'eimit Type: RESIDENTAL ADD/ALT eel No: 205-280-08-00 Lot#: Valuation: 3 3 , 2 :. Construction Type: VN Occupancy Group: Ml Description: 1755 SF GARAGE Reference^; Permit No: CB92:, Project No: A910; Development 0603 .12/23/92 0001 01 02 C-PRMT 349-00 Status: I. Applied: Apr/Issue: 12/23 Entered E ' Appl/Ownr HOPKINS, JOHN 1201 MAGNOLIA AVENUE CARLSBAD, CA 9 619 434-0737 *** Fees Required Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Elecf Single Phase Pe * ELECTRICAL TOT ected & Credits * * * v 2 . 0 0 349 . 00 Ext fee 202,00 3.00 516.00 1 0 . 0 0 Y 25.0 1.) INSP. CLEARANCE PROVAL DATEl CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 BUILD 15:48 I of 1 Job Address: 1201 MAGNOLIA AV RESIDENTAL ADD/ALT ING -P E R M I T Permit No: Project No Development No CB921094 A9101396 : i^ui rjttowvw'ijj.n n.v Suite: lit Type Parcel No: 205-280-08-00 Valuation: 33,250 Construction Type: VN Occupancy Group: Ml Reference*: Description: 1755 SF GARAGE MOVE GAS LIKE : UPGRADE TO 200 AMPS/CHANGE WATER HEATER Appl/Ownr HOPKINS, JOHN 1201 MAGNOLIA AVENUE CARLSBAD, CA 9200 619 434- *** Fees Required ** Fees : Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Each Water Heater an Gas Piping System * PLUMBING TOTAL Enter "Y" for Electric Single Phase Per AMP * ELECTRICAL TOTAL ected & Credits Status: ISSUED Applied: 10/1.;. Apr/Issue: 12/23/92 Entered By: DC 05/10/93 0001 01 02 C-PRMT 7-00 * * * , 25 . 00 603 . 00 7.00 Ext fee Da 311. 00 202. 00 3.00 516.00 20.00 Y 7. 00 34. 00 1 0 . 0 50.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 B U I L D I I E R M I T 2 Page 1 of 1 Job Address: 1201 MAGNOLIA AV Suite: Permit Type: RESIDENTAL ADD/ALT Parcel No: 205-280-' Lot* : Valuation: ',.250 Construction Type: VN Occupancy Group: Ml Description: 1755 SF GARAGE MOVE GAS : UPGRADE TO 200 AMPS Permit No Project No Development No CB921094 1238 02/22/93 0001 01 02 Referenced: LINE Stai Applied Apr/Issue Entered E;y • ;,;••;-: : Appl/Ownr : HOPKINS, JOHN 1201 MAGNOLIA AVENUE CARLSBAD, CA 92008 *** Fees Required ***. Fees: as. Adjustments: Total Fees: 6 Fee description Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumfc Gas Piping System * PLUMBING TOTAL Enter "Y" for Electr Single Phase Per AM * ELECTRICAL TOTAL 619 434-0737 :ted & Credits 25 . 00 551.0 U 52 . (10 Ext fee Data \\ 4 ./rV" V .1-*"'"" ' . jjr\ ,.<•'' \ :nj' /N lif •/^ o £ 42: .'••... 311 202 . 00 .00 . 516.00 20.00 Y 7.00 27. 00 1 0 .00 Y 6 0 . 0 0 INSP. CLEARANCE FINAL APPROVAL DATE_ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad. CA 92009 (619) 438-1161 1. FKKM1T TYPE A - LJ Commercial Q New Building U Tenant Improvement B - D Industrial D New Building D Tenant Improvement C -^Residential D Apartment D Condo JE&ingle Family Dwelling tfO-Agdition/Alteration D Duplex D Demolition O Relocation D Mobile Home Q Electrical D Plumbing O Mechanical dPool D Spa D Retaining Wall D Solar 2. PROJECT INFORMATION PLAN CHECK NO. EST.VAL PLAN CK DEPOSIT VALID. BY. DATE FOR OFFICE USE ONLY Address Nearest LEGAL DESCRIPTION or suite NO. ^B^^&r*^ Subdivision Name/Number Unit No.Phase No. CHECK BELOW If D 2 Energy Calcs BMUTyj: B^Struc ^Structural Calcs 0"Z"Soils Report BlAddressed Envelope ASSESSOR'S PARCEL DESCRIPTION OF WORK SQ.FT. XISTING USE PROPOSED USE F STORIES 3. UUNIAL.I NAME jOt tram applicant; •tZ&fH. CITY DAY TELEPHONE 6. CONTRACTOR NAME CITY STATE STATE LIC. # ADDRESS ZIP CODE LICENSE CLASS DESIGNER NAME CITY STATE AL)JL>KESS> ZIP CODE DAY TELEPHONE CITY BUSINESS LIC. # . DAY TELEPHONE STATE LIC. # WOKKJiKS1 CXJMFENSAllON Workers Compensation Declaration: Tfiereoy alarm that I have a certificate of consent to self-insure issued by the Director ot 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 Certificate ot Exemption: I certify that in the performance ot the work tor which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. OWNER-BUILDER DECLARATION a n a SIGNATURE Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the following reason: 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.). 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). 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 penalty of not more than five hundred dollars [$500]). DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? Q YES d NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES O 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. IXJNSTHUCTIUN LENDING AGENCY I hereby allirm that there is a construction lending agency tor the performance ot the work tor which this permit is issued (.Sec 309710 Civil CJode). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT CERTIFICATION T certify that Ihave read the application and state that the above information is correct. I agree to 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 property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CTTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CTTY 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). APPLIi DATE: •plicant PINK: Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB921094 FOR 09/15/93 DESCRIPTION: 1755 SF GARAGE MOVE GAS LINE UPGRADE TO 200 AMPS/CHANGE WATER HEATER TYPE: RAD JOB ADDRESS: 1201 MAGNOLIA AV STE: APPLICANT: HOPKINS, JOHN PHONE: 619 434-0737 CONTRACTOR: PHONE: OWNER: PHONE: REMARKS: MH/JOHN/434-0737 SPECIAL INSTRUCT: INSPECTOR AREA PD PLANCK* CB921094 OCC GRP Ml CONSTR. TYPE VN LOT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT* TYPE STATUS CB880922 ELEC EXPIRED CB890925 RAD EXPIRED CB890926 RAD EXPIRED SE920008 SWRSD ISSUED CB911119 RADMAJ EXPIRED CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 091093 Final Combo 090393 Frame/Steel/Bolting/Welding 062493 Exterior Lath/Drywall 062393 Interior Lath/Drywall 052193 Shear Panels/HD's 052193 Roof/Reroof 051293 Shear Panels/HD's 051293 Roof/Reroof 051293 Gas/Test/Repairs 040593 Ftg/Foundation/Piers 040193 Ftg/Foundation/Piers ACT CO AP AP NR AP AP CO CO AP AP PA INSP PD PY PK PD PD PD PD PD PD PD PD COMMENTS SEE NOTICE 6-23-93 CB921144 PAD FTGS FOR COLUMNS CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE 438-3550 2075 LAS PALMAS DRIVE DATE_ LOCATION, PERMIT NO.. x)x TIME ~r FOR INSPECTION CALL 438-3101. RE-INSPECT ON FEE DUE?I YES FOR FURTHER INFORMATION, CONTACT. PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE r- LOCATION. 438-3550 2075 LAS PALMAS DRIVE TIME. i A £- AT II FOR INSPECTION CALL 438-3101. RE-INSPECTION FEE DUE? I I YES INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER CITY OF SAN DIEGO • BUILDING INSPECTION DEPARTMENT CIRCUIT CARD THIS CARD MUST BE FILLED OUT AND AVAILABLE ON THE JOB SITE FOR THE ROUGH INSPECTION. ELECTRICAL PERMIT NO. Of "~J 1 A (3 / i CENSUS TRACT NO. JOB ADDRESS NUMBER C ™ STREET CIRCUIT NO. 1•ROOMS CIRCUIT NO.3 •ROOMS CIRCUIT NO.S •ROOMS CIRCUIT NO. 7•ROOMS CIRCUIT NO. 9•ROOMS CIRCUIT NO. 1 1•ROOMS T T T T T T C C C C C C B B B B B B R R R R R R S S S S S S CIRCUIT NO. 2 • ROOMS CIRCUIT NO. 4 •ROOMS CIRCUIT NO. 6 •ROOMS CIRCUIT NO. 8•ROOMS CIRCUIT NO. 10 •ROOMS CIRCUIT NO. 12•ROOMS T T T T T T C C C C C C B B B B B B R R R R R R S S S S S S ' NAME OF EACH ROOM WHERE OUTLETS ARE LOCATED. LIST OLD AND NEW OUTLETS ON SAME CIRCUIT - MARKING OLD OUTLETS THUS (p USE CIRCUIT SPACES ABOVE FOR GENERAL LIGHTING AND SMALL APPLIANCE CIRCUITS ONLY. T = TAIL R C = CEILING LIGHT S B = WALL BRACKET LIGHT CONVENIENCE RECEP'T. OUTLET SWITCH IN-1779 (REV. 3-81) FILL IN APPLICABLE ITEMS BELOW NECESSARY TO DESCRIBE WORK. USE REMARKS AS REMARKS: GFCI LOCATION SERVICE -fi-lHA) FEEDER #1 X/V/faJ" FEEDER WXt-jHttS RANGE OVEN A/C DRYER WATER HEATER COMPACTOR DISHWASHER LAUNDRY NAME PLT. AMPS--KW ^00 4*/tO• /0d WIRE SIZE CU/ 2/fl AL •Q- I 3%?* BRKR SIZE fofr {0Otev SERVICE GROUND / BOND (a) Size: No. AL CU (b) Location of niampfc) 1/1 tf ' 7 JOURNEYMAN DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619)560-1468 \e> JURISDICTION: PLAN CHECK NO:SET: )APBiXCA&: JJURLSDICTr* JPLAN CHECK: QFILE COPY QUPS DDESIGNER PROJECT ADDRESS:. PROJECT NAME: a 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 b;d*t*>— are resolved and D D D _ 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. j \ 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. j| Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted jjg] REMARKS:,) BV: /W77,fr/ESGIL CORPORATI ON DGA DCM ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14^8 DATE: JURISDICTION: PLAN CHECK NO: CARLSBAD SET: PLAN CHECKER FILE COPY QUPS (""DESIGNER PROJECT ADDRESS :_ PROJECT NAME: J D xne 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 jurisdiction1 s-building codes -when minor deficien- cies identified are resolved and •—| I I 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: a 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 r. By: ESGlL CORPORATION DGA D CM Enclosures: PLAN CHECK NO;I lO °l >-f FOREWORD: PLEASE READ JURISDICTION: CITY OF CARLSBAD TO: ENCLOSURES: PROJECT ADDRESS:j FLOOR AREA; I 75-g STORIES; I HEIGHT: "^ I S- REMARKS: PLAN COKKKUJ.J.ON SHEET CITY OF CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction: (D\ 13 llZ~ Date plans received by Esgil Corporation: Date initial plan check completed: Bv; Applicant contact person: Telephone : "7 ^°l- B 7r<T 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:_. 1991 UBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) /' 1991 UMC (eff. 8/14/si)/ The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed i.e.. plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) © r&r I 0 PLANS Please make all corrections on the original tracings and submit two new sets of prints, 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, 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). 0 y. specifications and calculations shall be by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expirati >n date of license.. (California Business and Professions Code)./*see. ca. lc> 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(d). Provide a statement on the Title Sheet of the plans that this project shall comply with Title 2k and 1991 UBC, UMC and UPC and 1990 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 minimum slopes. Section 302(d). Indicate distance from property lines to proposed construction. Section 302(d). 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 with the building permit application filed should be clearly / identified as "not included." 1. 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. 2. 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 FTJRE PROIECTIOH Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 8/5/92 >/• i 19. 'A 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. See Section 1710 for possible exception. Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 504(b). Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504(a). 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 1711. 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. Show locations of permanently wired snoke detector with battery backup: a. Inside each bedroom. b. Centrally located in corridor or area giving access to sleeping rooms. c. On each story. d. In the basement, if part of the dwelling unit. e. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. f. 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. 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 existine bedrooms per item 19 above. Section 1210. GENERAL RESIDENTIAL REOOPgMEHTS 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). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). I' 1 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 cornly with the above (even if not designated as sleeping rooms). Section 1204. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (b). Appoarc to be defioiant-in f f 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 (c). At least 1/2 of the connon 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). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (c). Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building. Section 1205(c). Ductless fans cannot be used in bathrooms if a tub or shower is present. Section 1205(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 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). 5/22/92 3rf. t 3«. 3*. t Show safety glazing in the following locations, per Section 5406(d): a. Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5'-0" or higher above the walking surface). b. Glazing greater than 9 square feet with the bottom edge less than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). c. Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). 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 44" in height. Section 1717. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. EXITS. STAIRWAYS. AMD RAILINGS 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. i- Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair shall be less than 6". Section 1712. 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 (o). 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. b. Minimum headroom is 6'-8". c. Minimum width is 36". All handrails per Section 3306 (i), shall satisfy the following: a. Provide handrail for stairways with 4 or more risers. b. Handrails and handrail extensions shall be 34" to 38" above the nosing of treads. c. The handgrip portion of handrail shall be not less than 1 1/2", nor more than 2" in cross-sectional dimension. d. Except for stairs serving only one tenant, handrails shall be extended 12" beyond the top and bottom of the stair. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. If a door occurs at the landing, such dimension need not exceed 36 inches. .3306 (g), 3304 (j). Section An^interior)door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. 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. c. Minimum width is 36 inches. T-f ~h> I cU.c> r <, L-f 9/2/92 4- 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 or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (m). 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 (1). Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. 5f. Roof slope is not adequate for roof type specified. Table 32-B, D and E. 5/. Specify roof material and application. <• Chapter 32. ©Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. d+o v«-r\-pj c]=t.*3 g uihif-h \5 C<+ rea.lt^^-1-. i- i- Specify minimum 1/4 inch per foot roof slopefor drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f). Show roof drains and overflows. Section 3207. 63. 64. 6ft. 70. 71 'rovide 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, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if the plastic is a "CCI" material). 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). CONCRETE AKD 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, " ----- -- »•—-—*-•' joints, etc. #9 wire in horizontal Show height and construction details of all concrete and masonry walls. Chapters 24 and 26. Show floor and roof connections to masonry and concrete 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 AKD 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 a self-closing door, either 1-3/8" solid core or a listed 20-minute assembly, for openings between garage and dwelling. Section 503 (d). 5/22/92 ?• T 76. Garages are not permitted 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 holddowr.s 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). 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). FODNDAIION Per soils report, note on the plan the soils classification, whether or not the soil is expansive and 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: _ Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 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". ( 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 (6b£n required by the soil report). 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 from 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. Section 2905 (f). 87f. Dimension foundation per U.B.C. Table 29A: 8k. Floors Supported* 1 2 3 Footing Stemwall Width Depth Thickness 6" 8" 10" 12" 12" 15" 18" 18" 24" 6" 7" 8" '^Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 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 and expansion anchors. Show edge, end distances and spacing. Section 302 (d). If required, show size, embedment 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).f 5/22/92 100. 10£. icfs. l64. 4- Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c)2. 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. FRAMING Show wall bracing. Every exterior wood stud wall and nain 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). Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 7. 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) 5. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 6. iofe . Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. '. Show nailing will be in compliance with Table 25-Q. Show or note fire blocks at the following locations per Section 2516 (f): a. b. d. e. •f f f In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; 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; 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; and At openings between attic spaces and chimney chases for factory-built chimneys. 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. Section 2516(f)4. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max. 14', 2x6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. 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. 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 walls. Section 2513. 5/22/92 III.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 4714 (d)]. 11^. i- Provide truss details and truss tniltul<iLl01T!> for this project. Specify truss identification numbers on the plans. -==^r Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Provide roof framing plan and floor framing plan. Section 302 (d). Provide framing sections through Section 302 (d). 120. Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5. 12a. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 22/,. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). . In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 124.J Show on the plans all structural requirements V, /developed in the structural calculations. Section 302 (d). (See comments('SelovOor at end.) 115, 12J5. 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) k. 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. 129. f i- Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a). Show location of attic access with minimum size 22" x 30". Section 3205. 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. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S. 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 (i), 2516(g)3. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). 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. I 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 1708. MECHANICAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. lilt. f 136. J 5/22/92 14' 14B. io». 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. Show source of combustion air to furnace, per Chapter 6, UMC. 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. 145. Note that passageway to the attic furnace f shall be unobstructed and have continuous ' solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708 UMC. 146. Show permanent electrical outlet and lighting ' fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709 UMC. 1V7. Show details to comply with Section 709 for I furnace under the floor, or Section 710 for roof or outside furnace. 14fe. Show I.C.B.O. approval number for prefab J fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. 1^9. Note on the plans that approved spark / arresters shall be installed on all chimneys. Section 3703(h) 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 (c). 181. Provide dryer vent to outside. UMC, Section I 1903. ELECTRICAL fHATIOKAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code.f-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. Show on the plan that receptacle outlets comply with 1990 NEC Art. 210-52(a), which reads as follows: In every kitchen, dining room, parlor, library, den, sunroorn, bedroom, recreation room, or similar rooms or area of dwelling units, receptacle outlets shall be installed so that no point along the floor line in any wall space is more than 6 feet, measured horizontally, from an outlet in that space, including any wall space 2 feet or more in width and the wall space occupied by fixed panels in exterior walls, but excluding sliding panels in exterior walls. The wall space cfforded by fixed room dividers, such as free-standing bar-type counters, shall be included in the 6-foot measurement. Dwelling Unit Receptacle Outlets 210-52(a) •II'Sliding Panels or Doors 8/5/92 15f. Show on the pi am that countertop receptacle ' outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 2*» inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter toj>. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets. Dwelling Unit Receptacle Outlets Hallwe 210-51 ys 6 6 -9 6R Colt'. T J) v»*F rn E»n N K M 6-n «Pi « i if » •• * •! '* 1 i — p* $ | ON 1 Iff 9 ? Dwelling Unit Receptacle Outlets Counte 210-521r 7 2' rTops cj -r-2'H r-2'-r-2'H l-2'-i <'- O o •9 ee«e O I* • "l O e.Re!. Gfd lSi-*-| G?C3 eft. Kilchen or €• Dining Area 1 T 15B. Show on the plan that receptacle outlets in [ hallways comply with 1990 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. As used in this subsection the hall length shall be considered the length along the centerline of the hall without passing through a doorway. Show on the plan that lighting outlets in dwelling units comply with 1990 NEC Art. 210- 70(a) and (c), which read as follows: (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages wi'Ji electric power; and at outdoor entrances or exits. (FPN): A vehicle door in an attached garage is not considered as an outdoor entrance. At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underfloor space, utility room, and basement shall be installed only where these spaces are used for storage or contain equipment requiring servicing. The lighting outlet shall be provided at or near the equipment requiring servicing. Where lighting outlets are installed according to (a) above in interior stairways, there shall be a wall switch at each floor level to control the lighting outlet where the difference between floor levels is six steps or more. Exception No. 1: In habitable rooms, other than kitchens and bathrooms, or more receptacles controlled by a wall switch shall be permitted in lieu of lighting outlets. Exception No. 2: In hallways, stairways, and at outdoor entrances remote, central, or automatic control of lighting shall be permitted. 8/6/92 10 t (c) Other Locations. At least one wall switch- "> controlled lighting outlet shall be installed at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor spaces. The light switch shall be located at the point of entry to the attic or underfloor space. Show on the plan that ground-fault circuit- interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: (a) Dwelling Units." (1) All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms shall have ground-fault circuit-interrupter protection for personnel. (2) All 125-volt, single-phase, 15- or 20- ampere receptacles installed in garages shall have ground-fault circuit-interrupter protection for personnel. Exception No. 1 to (a)(2): Receptacles which are not readily accessible. Exception No. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section 400-7(a)(6), (a)(7), or (a)(8). Receptacles installed under Exceptions to Section 210-8(a)(2) shall not be considejed as meeting the requirements of Section 210-52(g). (3) All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access to the dwelling unit and to the receptacles shall have ground-fault circuit-interrupter protection for personnel. (FPN): See Section 215-9 for feeder protection. For the purposes of this section, "direct grade level access" is defined as being located not more than 6 feet, 6 inches (1.98m) above grade level and being readily accessible. (4) All 125-volt, single-phase, 15- and 20- ampere receptacles installed in crawl spaces at or below grade level and in unfinished basements shall have ground-fault circuit- interrupter protection for personnel. Exception No. 1: A single receptacle supplied by a dedicated branch circuit which is located and identified for specific use by a cord- and plug-connected appliance, such as a refrigerator or freezer. Exception No. 2: The laundry circuit as required by Sections 210-52(f) and 220-4(c). Exception No. 3: A single receptacle supplying a permanently installed sump pump. (5) All 125-volt, single-phase, 15- and 20- arapere receptacles installed within 6 feet of a kitchen sink to serve counter top surfaces shall have ground-fault circuit-interrupter protection for personnel. (FPN): The intent of this subsection is to permit the exemption of receptacles which are located specifically for appliances such as refrigerators and freezers from ground-fault circuit-interrupter protection for personnel. GFCI Protection for Personnel Rec 270 eptacles in the Vicinity of Kitchen Sinks 8(a)(5) i 6. , , 6. 1 9 Ref. -§ e®® 8 •9 GFCI J— — 6' ' & <J> 6GFCI GF 6'\ i} GFCI GFCI Kitchen Cl e- & 138. 15/9. 4. PLUMBING (UNIFORM PLDMBCTG POPE) Show water heater size, type and location on plans. UPC, Section 1301. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". Fuel combustion water heater shall not be installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or bedroom. UPC, Section 1309. 161. [Provide adequate barrier to protect water V /heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 1310. 8/6/92 11 164. 16 -f 1/1. Show I 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. UPC, Section 1310. Show shower stall can 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. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). MOISE INSULATION (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 shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. ENERGY CONSERVATION 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. 17/&. 17/. 17/5. lljo. f' 180. 182 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. 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. Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J). CARLSBAD S.F.D. & DUPLEX SUPPLEMENT Energy conservation design should be for Zone 7. Floor drains must have auto-prime (city policy). For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements. 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 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 8/11/92 18: 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. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. 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. 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 shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathrooms. MISCELLANEOUS 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. 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: 2. 3. afofsrt l<. Yes No 8/11/92 13 Prepared "byi ft ±C Iw VALUATION AND PLAN CHECK FEE PT.AN CHECK NO. "iS-ievi BUILDING ADDRESS I^Ot /^./M?//*. n Bldg. Dept. D Esgil APPLICANT/CONTACT <3 , &zJ-z^. PHONE NO. -73fl-<*~7S~S~ BUILDING OCCUPANCY M'\ TYPE OF CONSTRUCTION ~5L-/i) BUILDING PORTION CWw J Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers BUILDING ARE.\ HSlP — _ DESIGNER PHONE >( " CONTRACTOR PHONE VALUATION MULTIPLIER IT '<§ 0 § ' ' VALUE •5 3 ^2 5^7 • ( i ' Total Value 33t^ 5<£> Building PermitFeeS $ 2> 1 &o 5& Plan Check Fee $ $ SO^,^^ COMMENTS: SHEET 1 OF / 12/ 2 MS SO 3 City of Carlsbad Engineering Department BUILDING PLANCHECK CHECKLIST DATE: 21 OCr 92 BUILDING ADDRESS: <2Q( M/kSMQIJ/^ PLANCHECK NO.CB92-1094 PROJECT DESCRIPTION:ADD ASSESSOR'S PARCEL NUMBER: 20S-.28O-Ofo EST. VALUE. ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with EH. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:. By:. By:. Date: Date: Date: FOR OFFICAL USE ONLY ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement CONTACT PERSON NAME:. ADDRESS:. PHONE: P:\docs\chktet\bp0001 .frm REV 6/5/92 2O75 Las Palmas Dr. • Carlsbad, CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN 0 D D 1. Provide a fully dimensioned site plan drawn to scale. Show: 0 D A. North Arrow D. Property Lines Easements B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets H 2. Show on site plan: A. Drainage Patterns C. Existing Topography B. Existing & Proposed Slopes D D 3. Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. D D 4. Include note: "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per1985UBC2907(d)5]. On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). HDDs. Include on title sheet A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: Total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P:\doca\chktet\bp0001.frm Page 1 of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE sti 2ndv/ D D 6. Project does not comply with the following Engineering Conditions of approval for Project No. __ Conditions were complied with by: Date: SI//} DEDICATION REQUIREMENTS D D D 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ -pursuant to Code Section 18.40.030. Dedication required as follows: Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS D D 8a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ -pursuant to Code Section 18.40.040. Public improvements required as follows: Please have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed by: Date: P:\docs\chktet\bp0001.frm Page 2 Of 4 REV 6/5/92 BUILDING PLANCHECK CHECKLIST D D D 8b. Construction of the public improvements may be deferred pursuant to code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future public improvements required as follows: D D 8c. Enclosed please find your Future Improvement Agreement. Please return signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by: Date: __ I] D 8d. No 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D D D 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). D D D 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be Submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: El D C 9c. No Grading Permit required. BUILDING PLANCHECK CHECKLIST P:\doo\chklct\bp0001.frm Page 3 Of 4 REV 6/5/92 N./A MISCELLANEOUS PERMITS 3rcV D D D 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways. A separate Right-of-Way permit issued by the Engineering Department is required for the following: Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal. D D D 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. D D D 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P:\doec\chktot\bp0001 .frni Page 4 Of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS: EDU's: APT CALCULATIONS: ADT's: FEES REQUIRED: WITHIN CFD: D YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) DNO D 1. PARK-IN-LIEU FEE PARK AREA: FEE/UNIT: D 2.TRAFFIC IMPACT FEE ADT's: FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT: D 4. FACILITIES MANAGEMENT FEE ZONE: FEE/EDU: 5. PUBLIC FACILITIES FEE 6. SEWER FEES PERMIT No. EDU's: FEE/EDU:. BENEFFT AREA: FEE: D 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) REMARKS: P:\don\ehktot\bp0001.trm REV 6/5/92 ^s•I PLANNING CHECKLIST Plan Check No. /I - AW Address JjO I Planner DAVID RICK Phone 438-1^51 4328 APN: - (Name) K^S. a o «a o a Type of Project and Use Zone /\- ) _ Facilities Management Zone _ (_ Legend u I Ob Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified D D Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval; D D Discretionary Action Required: YES NO J^l TYPE DATE:APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California Coastal Commission Permit Required: YES i/ NO 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 Landscape Plan Required: YES NO . See attached submittal requirements for landscape plans . an ana 0T3 D Site Plan:• -•. i.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. . Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway.r • C3x- 3. Provide legal description of property. x^ D 4. Provide assessor's parcel number. Zoning: D 1. Setbacks: Front: Required c*0 Shown z>2 Int. Side: Street Side: Rear: G 2. Lot coverage: U^ 3. Height: G 4. Parking: Spaces / Guest sPaccs D Additional Comments C^?4$(/^ / {/ty^ Required 10 ' Shown 20' Required M— Shown W Required 1O ' Shown ^0' f Required " \U% Shown _f 7^ '"I/*}! "T^") f Required o^ Shown ^^ Required "2- cur ^^Shown ^ for <J~ Required * Shown & mAS- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE PLNCK.FRM STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA 3111 CAMINO DEI RIO NORTH, SUITE 200 SAN DIEGO, CA 92108-1725 (619) 521-8036 Date: October 2. 1992 TO: George Retz 3821 El Camino Real 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 appli- cation 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 # 1275 APPLICANT: John and Linda Hopkins LOCATION: 1201 Magnolia Ave.. Carlsbad. San Diego County. APN 205-280-08 PROPOSED DEVELOPMENT: Demolition of a single family residence and garage and construction of a 27-foot high. 3.240 sq.ft. single family residence with two attached garages totaling 1.755 sq.ft. (one for storage of show cars) on a 25.437 sq.ft. lot. RATIONALE: The proposed development will be located within an established residential neighborhood consisting of predominantly single-family units in similar size and scale to the proposed residence. The proposed development is consistent with zoning and plan designation applied to the site by the City of Carlsbad Mello II Land Use Plan as well as with all applicable Chapter 3 policies of the Coastal Act. The subject site is not located within any of the special overlay areas identified in the LCP and no adverse impacts to coastal resources are anticipated. This waiver will not become effective until reported to the Commission at their October 13-16. 1992 , 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 require- ments, a coastal development permit will be required. by: Bill., Ponder CHARLES DAMM South Coast District Director cc: Commissioners/File (2206R)12/85 STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WIISON. Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST AREA Date: October 14. 1992 3111 CAMINO DEL RIO NORTH, SUITE 200 SAN DIEGO, CA 92108-1725 ... „ •,„-,,- (619) 521-8036 WalV6r # 1275 WAIVER AUTHORIZATION George Retz 3821 El Camino Real Carlsbad. CA 92008 Applicant: John and Linda Hopkins Please be advised that you are hereby authorized to proceed with development of your project, Waiver # 1275 , which was reported to the Commission on October 13. 1992 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 : filjtf . December 8, 1992 BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92023-0348 (619)753-9940 Mr. John Hopkins 1201 Magnolia Avenue Carlsbad, CA 92008 Subject: PLAN REVIEW Proposed Garages 1201 Magnolia Avenue Carlsbad, California Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence 1021 Magnolia Avenue Carlsbad, California Prepared by A.R. Barry and Associates Dated May 28, 1991 Dear Mr. Hopkins, As requested, we have reviewed the plans prepared by George Retz, Architect, for the proposed garages. It is our understanding that the only the garages will be constructed at this time. The plans incorporate the recommendations presented in the above referenced report. All of the applicable recommendations presented in our preliminary geotechnical study should be implemented during the construction phase. Should any unforeseen geotechnical conditions be encountered during the grading phase, additional recommendations may be necessary at that time. If you have any questions, please do not hesitate to contact us at (619) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell A. R. Barry, P.E. Geologist Principal Engineer May 28, 1991 BARRY AND ASSOCIATES GEOTECHNICAL rNG!NEERING P.O. Lic.x 348 Encinitas, CA 92023-0348 (619) 753-9940 Mr. John Hopkins 1201 Magnolia Avenue Carlsbad, CA 92008 Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single-Family Residence 1201 Magnolia Avenue Carlsbad, California Dear Mr. Hopkins, In response to your request, we have performed a preliminary geotechnical investigation at the subject site for the proposed single-family dwelling. The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site is suitable for the proposed development provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please do not hesitate to contact us at 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell Geologist A.R. Barry, P.E. Principal Engineer PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single-Family Residence 1201 Magnolia Avenue Carlsbad, California Prepared for: Mr. John Hopkins 1201 Magnolia Avenue Carlsbad, California May 28, 1991 W.O. P-1231 Prepared By: A.R. BARRY AND ASSOCIATES P.O. Box 348 Encinitas, California 92024 TABLE OF CONTENTS INTRODUCTION 2 SITE CONDITIONS 2 PROPOSED D EVELOPMENT 2 GEOTECHNICAL CONDITIONS 3 SITE INVESTIGATION 3 CONCLUS IONS AND RECOMMENDATIONS 4 A . GENERAL 4 B. GRADING 5 C . DRIVEWAY 6 D. FOUNDATIONS 6 E. SLABS ON GRADE 7 F . DRAINAGE 8 G . INSPECTIONS AND DENSITY TESTING 8 H. PLAN REVIEW. 8 LIMITATIONS 8 APPENDICES APPENDIX A LABORATORY TEST RESULTS EXPLORATORY LOGS PLATE A SITE SKETCH May 28, 1991 W.O. fP-1231 Page 2 INTRODUCTION This report presents the results of our preliminary geotechnical investigation. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property and their influence on the construction of the proposed single-family residence. SITE CONDITIONS The subject property is located south of Magnolia Avenue, near the terminus of a private driveway, in the city of Carlsbad. The site includes a single-family residence and detached garage, situated on a level pad. The rear yard area is relatively level but descends at a grade of about 10 percent, near the western property line. Relief on the site appears to be limited to approximately 1.5 to 2.0 vertical feet. The site is bounded on the north, west and south by developed residential lots. Vegetation includes grasses, shrubs and trees. Ponding occurs in several areas on the site, allowing infiltration of pad water into the underlying terrace deposits, reflecting a generally poorly developed drainage system. PROPOSED DEVELOPMENT Plans were not available for review, at the time of this study. However, it is our understanding that the existing structure will May 28, 1991 W.O. #P-1231 Page 3 be demolished and the proposed structure will entail a two-story single-family residence. The proposed structure will be supported on conventional footings with slab on grade floors. SITE INVESTIGATION Three exploratory borings were excavated on the site with a trailer-mounted auger drill rig, to a maximum depth of 11.0 feet. Earth materials encountered were visually classified and logged by our field engineer. Undisturbed, representative samples of earth materials were obtained at selected intervals. Samples were obtained by driving a thin walled steel sampler into the desired strata. The samples are retained in brass rings of 2.50 inches inside diameter and 1.00 inches in height. The central portion of the sample is retained in close fitting waterproof containers and transported to our laboratory for testing and analysis. GEOTECHNICAL CONDITIONS Artificial Fill No evidence of significant fill deposits were observed on the site. Soil Approximately 8.0 inches of greyish brown silty sand blankets most of the site. The soil is generally dry and loose. May 28, 1991 W.O. #P-1231 Page 4 Terrace Deposits The subject property is underlain by poorly consolidated Pleistocene terrace deposits. This sedimentary unit is classified as tan to reddish brown fine- to medium-grained sand, with minor clay and occasional well rounded pebbles and cobbles. The sandstone is generally weathered in the upper 1.0 to 1.5 feet but becomes increasingly dense with depth. Expansive Soils The terrace deposits encountered on the site do contain varying amounts of clay but they generally exhibit a potential expansion in the low range. Groundwater No evidence of groundwater was observed, to the depth explored. The relatively high moisture content observed in the terrace deposits is probably the result of infiltration of pad water. CONCLUSIONS AND RECOMMENDATIONS General The site is presently occupied by a single-family residence. The soil and weathered terrace deposits encountered on the site are not suitable for the support of structural footings and slabs on grade. It has been our experience that the removal of existing May 28, 1991 W.O. #P-1231 Page 5 foundations, underground utility lines and trees will disturb the soil to depths up to 2.0 feet. In order to provide a uniform condition for the proposed footings and slabs, the soil and weathered terrace deposits should be removed to a minimum depth of 2.5 feet below the existing grade and replaced as properly compacted fill. Where tree root systems are encountered, additional depth of removal may be required. Grading After removal of the existing structures, utility lines and vegetation, the surficial deposits should be removed to the underlying terrace deposits. The existing earth deposits are generally suitable for reuse, provided they are cleaned of all vegetation and debris and thoroughly mixed. The exposed bottom should be scarified to a minimum depth of 6.0 inches, moistened as required and compacted to a minimum of 90 percent of the laboratory maximum dry density. Fill should be placed in 6.0-to- 8.0 inch lifts, moistened as required and compacted to a minimum of 90 percent of the laboratory maximum dry density. The fill should extend a minimum of 5.0 feet beyond the building line. Additional recommendations will be presented should any septic tanks, cisterns, seepage pits or other underground structures be encountered during grading. May 28, 1991 W.O. IP-1231 Page 6 Driveway After removal of all vegetation and debris in the proposed driveway, the exposed subgrade should be inspected by a representative of this firm to determine if any removal and recompaction is required. Foundations The following design parameters are based on an anticipated expansion potential in the low range. Footings for the proposed residence and garage should be a minimum of 12 inches wide and founded a minimum of 12 or 18 inches below the lower most adjacent grade for one- and two-story structures, respectively. A 12-inch-by-12-inch grade beam should be placed across the garage opening. Footings should be reinforced with two No. 4 bars, one along the top of the footing and one along the base. Footings founded a minimum of 12 or 18 inches into approved compacted fill may be designed for a bearing value of 1500 pounds per square foot. The bearing value indicated above is for the total of dead and frequently applied live loads. This value should be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. May 28, 1991 W.O. #P-1231 Page 7 Resistance to lateral load may be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 should be used with dead-load forces. A passive earth pressure of 250 pounds per square foot, per foot of depth of fill penetrated to a maximum of 1500 pounds should be used in the design. t Slabs On Grade Slabs on grade should be a minimum of 4.0 inches thick and reinforced in both directions with No. 3 bars, placed 24 inches on center. The slab should be underlain by a minimum of two inches of clean sand. Where moisture sensitive floors are used, a minimum 6.0-mil Visqueen or equivalent moisture barrier should be used above the sand blanket and covered by an additional 2- inch layer of sand. Utility trenches underlying the slab should be bedded in clean sand to at least one foot above the top of the conduit, then backfilled with the on-site granular materials or imported sand, compacted to a minimum of 90 percent of the laboratory maximum dry density. However, sufficiently compacting the backfill deposits may damage or break shallow utility lines. Therefore, minor settlement of the backfill in the trenches is anticipated in these shallow areas. To reduce the possibility of cracks occurring, the slab should be provided with additional reinforcement to bridge the trenches. May 28, 1991 W.O. #P-1231 Page 8 Drainage All pad water should be directed away from foundations and around the residence to an approved location. All roof water should be collected and transferred to a suitable location via non-erodible devices. Pad water should not be allowed to pond. Inspections and Density Testing Structural footing excavations should be inspected by a representative of this firm, prior to the placement of steel. Fill should be placed while a representative of this firm is present to observe and test. Plan Review A copy of the final building plans should be submitted to this office for review, prior to the initiation of construction. Additional recommendations may be necessary at that time. LIMITATIONS This report is presented with the provision that it is the responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans. May 28, 1991 W.O. tP-1231 Page 9 If conditions encountered during construction appear to differ from those described in this report, our office should be notified so that we may consider whether modifications are needed. No responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of construction.t The subsurface conditions, excavation characteristics and geologic structure described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations. Please note that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. A.R. Barry and Associates assumes no responsibility for variations which may occur across the site. The conclusions and recommendations of this report apply as of the current date. In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be brought about by legislation or the expansion of May 28, 1991 W.O. tP-1231 Page 10 knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control. This report is therefore subject to review and should not be relied upon after the passage of three years. The professional judgments presented herein are founded partly on our assessment of the technical data gathered, partly on our t understanding of the proposed construction and partly on our general experience in the geotechnical field. Our engineering work and the judgments given meet present professional standards. However, in no respect do we guarantee the outcome of the project. If you have any questions, please do not hesitate to contact our office at 753-9940. The opportunity to be of service is greatly appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell A.R. Barry, P. Geologist Principal Engineer APPENDIX "A" LABORATORY TEST RESULTS TABLE I Maximum Dry Density and Optimum Moisture Content (Laboratory Standard ASTI D-1557-78) Sample Location B-l @ 1'- 3' Max. Dry Density (pcf) 129.4 Optimum Moisture Content 8.7 Sample Location B-l @ 2.0' B-l @ 4.0' B-2 @ 0.5' B-2 @ 1.5' B-2 § 3.0' B-3 @ 2.5' B-3 @ 4.5' TABLE II Field Dry Density and Moisture Content Field Dry Density (pcf) 108.2 114.8 90.8 Lost Sample 115.1 112.0 116.1 Field Moisture Content (%) 6.3 8.1 3.0 9.8 10.8 10.9 EXPLORATORY BORING LOG A.R [ . BARRY & ASSOCIATES „ ,. _ . . P.O. BOX 348 H°pkins ?roject -INUINI I Ab, UA yZUZ1^ PROJECTNUMBEa DATE BORING NUMBER/CM n\ "7nn noco(biy) /bb-UoU^! P-1231 5/28/91 B-1 Trailer-Mounted DRILL RIG-: << piURer SURFACE ELEVATION: pa^ LOGGED BY: ^ £ DEPTH TO GROUNDWATER: N/A BORING DIAMETER: 6" DATE DRILLED: 5 /-] 6/O.-J DEPTH (FEET) - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - -15 — - . — DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SOIL: Sand, silty, greyish brown, dry, loose TERRACE DEPOSITS: Sand, fine- and medium- grained, reddish brown, minor clay, poorly cemented, weathered in upper 1.0 to 1.5 feet, becomes increasingly dense with depth. From 3.0 to 11 'feet terrace deposits are moist. End of Boring @ 11 ' No Groundwater No Caving Please Note: Stratification lines snowr represent approJ'^te boundaries between .T>a:6ra< types. Tro actual transition may be gradual.GRAPHICLOGFIELD MOISTUREO DRY WEIGHT)t >1- </3 5730 Q_ >ITQ EXPLORATORY BORING LOG A.R. E BARRY & ASSOCIATES „ , . „ . . P.O. BOX 348 Hopkin.Proi.ot lIMUINI I Ad, UA 'dZUZ^t PROJECT NUMBER DATE BORING NUMBER/c-in\ ~T:n ncr~o(bly) /bb-Uob^:V ; P-1231 5/28/91 B-2 Trailer-MountedDRILL RIG. „ £uger SURFACE ELEVATION: p&d LOGGED BY: ^ ^ DEPTH TO GROUNDWATER: N/A BORING DIAMETER: £ " DATE DRILLED: 5/1 5/9-] DEPTH (FEET) - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - -15 — - . - DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SOIL: Sand, silty, greyish brown, dry, loose TERRACE DEPOSITS: Sand, fine- and medium- grained, reddish brown, minor clay, poorly cemented, weathered in upper 1.0 to 1.5 feet, becomes increasingly dense with depth. From 3.0 to 11- feet terrace deposits are moist. End of Boring @ 11 ' No Groundwater No Caving '•• Please Note: Stratification lines sno»r rsrresent 3ppro*im:Ue boundaries between ma:efa; types Tha actual transition may be graauai.GRAPHICI.OGFIELD MOISTURE(S DRY WKKillllt >1- cn 513 Q c >ITQ EXPLORATORY BORING LOG A.R. BARRY & ASSOC P.O. BOX 348 ENC1NITAS, CA9^ (619) 755-0852 Trailer-Mounted DRILL RIG.,, Augep DEPTH TO GHOUNDWATER: N/A DEPTH (FEET) - 1 - - 2 - - 3 - - 4 ~ - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - -15 — - . - :IATES '024 Hopkins Project PROJECT NUMBER P-1231 SURFACE ELEVATION: p j BORING DIAMETER: 6" DATE BORING NUMBER 5/28/91 B-3 LOGGED BY: M;B> DATE DRILLED: 5/16/91 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SOIL: Sand, silty, greyish brown, dry, loose TERRACE DEPOSITS: Sand, fine- and medium- grained, reddish brown, minor clay, poorly cemented, weathered in upper 1.0 to 1.5 feet, becomes increasingly dense with depth. From 3.0 to 11 feet terrace deposits are moist. End of Boring @ 1 No Groundwater No Caving • 1' Please Nole: Stratification lines snowr .-srresent approximate boundaries between ma:er'a; types. Tho actual transition may te gracuai.GRAPHICLOGIIIIOigM AUrJ"*>3WUSIOIN O13IJt DRY DENSITYpcf TERRACE B-3 & PROPOSED GARAGE PRIVATE DRIVE T-IE CHANGES