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Home My WebLink About2821 FOREST VIEW WAY; ; CB940188; Permites Col-lected & Credits .fir'I1- a1 Credi.ts:. .00 -. . U - I Payments.: 158.00 I alance Due.: . 314,00 Ext fee Da€'a 243.00 S 158.00 r 200 1...../ . 403.00 20.00 Y 7.00 •/ 14.00 5:00/ 15.00 P.1..• 49.00. / 10.00 Y 10.00 Y 20.00 H E1ii' CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 BUILDINGPERM5IT 04/20/94. 10:47 , ... .Page •..1 of 1 . .Job Address: 2821 FOREST VIEW WY Suite: Permit.Type:RESIDENTAL ADD/ALT •. ' 4 Parcel No: 156-320-35-00. Valuation: :..5 - ,23,496 Permit No: CB940188 Project No: A9400269 Development No: 6643 04/20/94 0001 01 02 C-PRiT 31400 Construction Type: VN U OccupancyGroup:...R3 .: Reference#:: ,.• Status: ISSUED Description:, 264, SF ADDITION Applied: 02/22/94 - : .;,. •- ••. , Apr/Issue: 04/20/94 . Entered By: DC 619 434$6634 Appl/Ownr : ABSHIER, JERRY 2821 FOREST VIEW WAY CARLSBAD, CA 92008 •.. 'Fees Required Fees: .'. .4712.00.\J Adjustments: .'ó'o Total Fees: 472c00 T.ota Fee description I Building Permit Plan Check Strong Motion Fee .. . * BUILDING TOTAL . Enter "Y" for Plumbirig'Issue Fe .1.. Tl . . - 1.... r' - - .. . . £(LL LWIILLLLL r LA LUL .OL , IL Each Building Sewer \, .. rc.poai 1952 - * PLUMBING TOTAL . . . Enter "Y for Electric IssueFee/) >• Enter .'Y" for-Remodel. * ELECTRICAL TOTAL . PLAN CHECK NO. ESE VAL___________ PLAN CE DEPOS - IT / '5 VALID. BY__________________ DATE 'V C—PRMr 18.00 P c -(UOLId PLACATION 0 1 . City of Carlsbad Building Department 2075 Las Palmas Or., Carlsbad, CA 92009 (619) 438-1161 .. ., 1. PERMi rYvi A - Li Commercial LI New Building LI Tenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement C -$Residential 0 Apartment 0 Condo %Single Family Dwelling lAddition/Alteration Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ FOR OFFICE USE ONLY \1I€?.) .4FVy ouiialng or Nearest Cross Street ç> e LEGAL DESCRIPTION hit No. Subdivision Name/Number Unit No. Phase No. j_oi- 4C (tJ PgX ?JO 77-2- kID. 2 c C* .. JflA cS S A 02 Energy Calcs 3K2 Structural Calcs 02 Soils Report 0 1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK SQ. Fr. aG4 # OF STORIES (DpJt 3. (UN IAL.1 PEHUN (ii different from applicant) LAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE )l pqy ADDRESS CITY CA(ZLS 'C 'tO STATE (?../ ZIP CODE .(X)i DAY TELEPHONE (a t° —434 -( so-54 PROPERlY OWNER NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE CDN11tACIDR NAME ADDRESS . CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNER NAME ADDRESS CITY 0 STATE ZIP CODE DAY TELEPHONE STATE UC. # WORKER1 WMPENSAI'ION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of 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 so as to become subject ,to.thKVorkers' Compensation Laws of California. any SIGNATURE ATE )—o .,..c4 OWNER-BWLI) i lION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's 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.). 0 1, 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). 0 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 $he applicant ip a cMrpenalty of not more than five hundred dollars [$500]). DATE _-Ua —Cl 4 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? DYES 13 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0N0 Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFFER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DIS'flhlcr. WNSIRUCHON LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS APPLICANT CERTIFICA11ON I certify that I have 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 CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CIY 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). ucrrs SIGNATUtEj () DATE:' INSPECTOR AREA PD PLANCK# CB940188 0CC GRP R3 TYPE: PAD CONSTR. TYPE VN JOB ADDRESS: 2821 FOREST VIEW WY STE: LOT: APPLICANT: ABSHIER, JERRY PHONE: 619 434-6634 CONTRACTOR: PHONE: OWNER: PHONE: / 7/ REMARKS: MW/JERRY/PG 989-7600/966-8638 INSPECTO SPECIAL INSTRUCT: WK 966-4894 AVAILABLE AFTER 9:30 AM TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION • ACT INSP COMMENTS 071896 Exterior Lath/Drywall AP PD 022796 Compliance Investigation AP PD 091895 Interior Lath/Drywall AP PD 091895 Exterior Lath/Drywall AP PD 071395 Frame/Steel/Bolting/Welding AP PD 071395 Rough/Topout AP PD 071395 Rough Electric AP PD 061295 Frame/steel/Bolting/Welding CO PD 061295 Final Masonry CO PD 111594 Ftg/Foundation/Piers AP PD SLAB 101894 Footing AP PD WALL DRAINS 090794 Retaining Walls PA PD OKAY TO GROUT 072194 Ftg/Foundation/Piers AP PD BLK WALL FTGS CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB940188 FOR 10/15/96 DESCRIPTION: 264 SF ADDITION I - V01 Amerkn Shower 0"151 m ww ft= BiN4aeI 7 () 93I .MW 2J.ZI L51 zuzn PL&Z .ZGJlR, in J3 ET 0031 .; 609-931-0200 fli: 6o9_31.i.c46a Vu To - (OL, #1 PAGES TO e'oicw.. 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The plans transmitted herewith will substantially comply with the jurisdiciQn's building codes when minor deficin- des-identified are resolved and checked by building deoartment staff. The plans transmitted herewith have significant deficiencies •-- identified on the enclosed check list and should be corrected and resubmitted for a'complete recheck. - E The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. fl The applicant's copy of the check list is. enclosed 'for ..the 'I jurisdiction toreturn to the applicant contact person-. fl The ap1icant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted:- Telephone REMARKS: Th P(4 c.& p , SW QnCE 57)fl ov Th PL*v..5 By:/TE tic- 6, Enclosures: ESGIL CORPORATION OGA 0CM. El PC ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 3/3/ JURISDICTION: CARLSBAD PLAN CHECK NO: SET: PROJECT ADDRESS: 2824 FORT V/Fe., PROJECT NAME: 141 Ee- 4DD fl APPLICANT LJPLAN CHECKER ]FILE COPY D UPS F--DESIGNER E 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 comolete recheck The check list transmitted herewith is for your information. LLJ 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 JS7- VIE . t_J A'( A1t i4o CA, y Esgil staff did not advise the applicant contact person that plan check has been completed. LI Esgil staff did' advise applicant that the plan check has been completed. Person contacted: Date contacted: ' Telephone # LI REMARKS: By: ,PTh f-(,çCij- Enclosures: - :- 'ESGIL CORPORATION PC PLAN CHECK NO: 3 (37 7' JURISDICTION:-- _CITY OF_CARLSBAD '93(( (3tj ENCLOSURES: PROJECT ADDRESS: z 5'Z.( IotES T- V (S-k.S Lu 'FLOOR AREA:__________________ STORIES:__________________________ HEIGHT: REMARKS:' PLAN CORRECTIONSHEET CITY OF CARLSBAD. - SINGLE-FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction Date plans received by Esgil Corporation FOREWORD:PLEASEREAD 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. 8/14/92) 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 correctionitemhasbeenaddressedi.e., plan sheet, specification, etc. Besure to enclose the marked uplist when you submit the revised plans. Date initial plan check completed: 'y By: PT-_FSC1f-L Applicant contact Person: lephone : NOTE: PAGE NUMBERS ARE NOT 324 SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 2-, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC) 1 Please make all corrections on the oiginal tracings and submit two new Tsets, of prints, to:. .. . -. Esgil Corporation, 9320 Chesapeake Drive, Suite 4208, San Diego, California 92123, (619) 560-1468. 2 Please make all corrections on the original tracings and submit two new sets of prints, to: The jurisdiction's building department. 4/. Indicate on the Title Sheet of the ( plans the name of the legal owner and name of the person responsible for the preparation of the plans. Section 302(a)7. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans, specifications and calculations S-7 shall be signed and sealed by the California state licensed engineer or j...--- architect responsible- for their preparation, for plans deviating from I - . - conventional wood frame construction. \:. Specify expiration date of license. (California Business and Professions ' Code); ..Th',\JING )41L Ø7). . Specify on the, the 1. plans the gross floor area of each element- of' this project, including. dwelling, garage, carport, patio, deck and balcony Section 302(d) 7. Provide a statement on the Title Sheet of the plans that this project shall - . comply with Title 24 and the 1991 UBC, - UMC and UPC and 1990 NEC. 8 Submit fully dimensioned plot plan, drawn to scale, showing location, size, and uses of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Section 302(d). Indicate distance from property lines to the proposed building. Section 302(d). On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 302(c). 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 RBYRKS CHECKED 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/CAISSNS DESIGNER-SPECIFIED OTHER '11118/93 - 2 - 1/. 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." ij. 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 dimersion the distance to the floor above, for story determination. FIRE PROTECTION 13 Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A. 14 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. 15. Projections, including eaves, may - notextend,,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) 17. Projections, including eaves, shall one-hour fire-resistive ...be:.. construction, heavy timber or of nn ocombustible material if they project into the 31 :.setback area -: - - fro the::'poperty line ,T . 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. 19. Show locations of permanently wired smoke detectors with battery backup: - , 11/16/93 Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. - - In the basement, if part of the dwelling unit. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. 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 20 When the valuation of a room addition or repair exceeds $1,000, ( or when sleeping rooms are created, E1t smoke detectors shall be provided tST per item 19 above, exceDt that smoke L)S?. detectors added at existing construction need only be battery powered. Section 1210. GENERAL RESIDENTIAL REQUIREMENTS ?X. 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). ••1 No habitable room, other than a kitchen,, shall be less than 7'O" in any dimension.. Section 1207(c).. 23 Sleeping rooms shall- have a window or exterior door, for emergency exit. -- Sill height shall' not.; exceed 44" above the flàor. The window must 41 Lf 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. 2/. Basements in dwelling units shall 7 comly with the above (even if not designated as sleeping rooms). Section 1204. 3 23< Window area must be at least 1/10 of 7 the floor area and a minimum of 10 ( square feet per Section 1205 (b) Appears. to be deficient in '. Openable window area in habitable (. rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and.similar rooms, 1/20 of area is -'required and minimum is 1.5 sq. ft. Section 1205 (c) 2/ 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) 2/ 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) 2J. 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) . . V. 3'i 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).'.. (2. Show that ceiling height for habitable rooms is a minimum of .7'6". Section 1207 (a). 33 Show ceiling height for 1aiitdry- ons hallways, corridors, -and- b-a-thooms is a minimum of 7'011 . Section 1207 (a). t1J -p Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a) Show safety glazing in the following locations, per Section 5406(d): 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) 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) Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor). 3A. 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. 331/3 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. rai1ings... not exceeding. 44" . in. height. Section 1717. 3/. The loft you show does not comply as ( a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717. 3( Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24. , 11/16/93 . V . . . 4 EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall / have not less than 2 exits. EceptioflS: 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). 4/. Required e*it. doorways shall be not I less than 36" in width and not less than 61 8" in height. 4/. 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. Section 3306 (g), 3304 (j) p4'. 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) 4/ Provide 36" high protective railing , a. Minimum tread is 6 inches at any ( for porches, balconies, and open point and minimum 9 inches at a sides of stair landings. Openings point 12 inches from where the between railings shall be less than treads are narrowest. 4". The triangular openings formed b. Maximum rise is 8 inches. by the riser, tread and bottom c. Minimum width is 36 inches. elements of a guardrail at a stair shall be less than 6". Section 49. Provide spiral stairway details, per 1712. . Section 3306 (f) Show how guardrail connection a. Minimum run is 7-1/2 inches details are adequate to support 20 measured at a point 12 inches pounds per lineal foot at a right from where the treads' are the angle to the top rail.. Table 23-B. . , narrowest. b Maximum rise is 9-1/2 inches 44. Provide ''stairway and ' landing Maximum clear opening between details.: Section 3306 (b), (c) and risers is 6 inches. c. Minimum headroom is 6, feet 8 a. Maximum', rise is 7" and minimum ' inches.' run is 11". •' When the stairs , d. The tread must provide a clear serves less than 10 occupants, or ' walking area measuring at least serves an unoccupied roof, rise 26 inches from the outer edge of may 'be. 8"' maximum and run 9" ' the . supporting column to 'the minimum.inner edge of the handrail • b Minimum headroom is 6'-8" c. Minimum width ,is 36,"., 50. Spiral stairways may not be used for required exits when the area served 45 All handrails, per'Section 3306 (i), is greater than 400 sq. ft. Section shall' satisfy' the following: ' ' ,• ' ' 3306 (f) . ' a. Provide handrail for stairways / with 4 or more risers. ,', . 4. Provide I.C.B.O. Research Report and b. Handrails and handrail extensions ( number for metal stairway, or submit shall be 34" to 38" above the' plans and calculations and approved nosing of treads. ' fabricator registered with the C. The handgrip portion of handrails building department or note that the shall be not less than 1-1/2", stairway fabrication plans shall be nor more than 2" in cross- submitted to and approved by the sectional dimension. building official prior to d. Except for stairs serving only installation. one tenant, handrails shall be extended 12" beyond the top and bottom of the stair. 53 ()&) S i,'ur- -cR Q r- &I et - •' T' ' 11/16/93 ' 5 Exterior stairways shall not project /. Note on the plans: "Attic ( into the 3 foot setback from the ventilation openings shall be property lines. Section 3306 W . covered with corrosion-resistant metal mesh with mesh openings of and r.soffits of- the -1/4-inch in dimension." Section enclosed usable space underinterior 3205(c). stairs shall be protected on the enclosed side as required for one- CONCRETE AND MASONRY hour fire-resistive construction. / . Section 3306 (1) . Provide fireplace construction details or note construction to be 54. Within units, show that corridors per attached fireplace standard have a minimum width of 36 inches. drawing. Chapter 37. Section 3305 (b) . .. . 6%. Show anchored veneer support and ROOFING / connections attached to wood in / Seismic Zones 3 and 4, comply with 5. Specify roof slope. Section 3006 (d)l and Section 2515 / 5'. Roof slope is not adequate for roof (a). Show ties and #9 wire in horizontal joints, etc. I type specified. Table 32-B, D and E. 6fi. Show height and construction details / ( of all masonry walls. Chapters 24 sj/. Specify roof material and and 26. ' application. Chapter 32. / - 5%. . Specify I.C.B.O. or U.L. approval 6fl. Show floor and roof connections to masonry and concrete walls.. --( number for roof materials not Connection shall resist 200 pounds covered in U.B.C., e.g., tile, etc.- per lineal foot or the actual design Section 107. load, whichever is greater. Cross Specify minimum 1/4 inch per foot grain tension or bending in wood ledgers is not permitted. Section roof slope for drainage or design to 2310 support accumulated water. Section 3207 (a) and Section 2305 M. GARAGE AND CARPORTS Show roof drains and overflows 61 Garage requires one-hour fire Section 3207 ( protection on the garage side of / Provide skylight details to show, walls and ceiling common to the . dwelling. Table 5-B, Section 503 - compliance with Sections 3401 and (d) 5207-'or provide I C B 0 approval number j All elements supporting floor above 1 6ft - Plastic skylights must be separated garage, including walls supporting floor joists, must have one-hour from each other by at least 4. feet, . . fire-resistive protection on the unless they are over the same room garage side. Section 503 (b) : and their. combined .area does not exceed 100 square feet (or 200 71X'. Show *a. self-closing door, either 1- square feet if the plastic is a I 3/8" solid core or a listed 20- "CCI" material). Section 5207 (a) 6. . minute assembly, for openings / . . . . between garage and dwelling. 61. Show attic ventilation. Minimum Section 503 (d). ( yent area is 1/150 of attic area (or 1/300 of attic area if at least 50%. j. 77. Garages are not permitted to open of the required vent is at least 3 / into a room used for sleeping feet above eave vents or cornice purposes. Section 1104. - vents). Show area required and area provided. Section 3205 (c). . .... 11/17/93 . 6 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. /24 - 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-I. 7J. 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 W . 7/. Provide an 18" raised platform for I any FAU, water heater, or other device in the garage which may generate a flame or spark. UNC Section 508, UPC Section 1310 (a). / FOUNDATION REQUIREMENTS Per, soils report, not& on the plar 'iS ( the soils classification, whether oz not the soil is expansive and note the allowable bearing value, Section 2905 (c) foundation plan does not compl X7-..-The with the soils report recommendations for this project - Please review the report and modif design, notes and details a' required -to _red / 7,. 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, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Provide a letter from the soils engineer confirming that the foundation plan, grading plan arid specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 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. G84 Note on plans that wood shall be 6" minimum above finish grade. ' Section 2907 (a) 1 6" 12" 12" " 6 2 '. ' 8" 15" 18" 7" 3 ' 10" 18" 24" 8" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 87 Show foundation sills to be pressure treated, or. equal. Section 2516 (c) 3. Note on plans. that 'surface water will drain, away from building and , show' drainage pattern and ' key elevations. Section 2905(f).' ( Dimension— foundation. pèr U.B.C. Table 29A:... ' Floors . ...:.: ... ,: Footing Supported* Steiw&11 Width Depth Thickness 11/17/93 7 88 Show foundation bolt size and spacing. Section 2907 M . . Specify size, I.C.B.O. number and (-: - manufãcturer of power driven pins and expansion anchors. Show edge and 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.. 9,1 Show adequate footings under all / bearing walls and shear walls. Section 2907 (b) 9/_Show on the plans details for stepped footings 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 I - into undisturbed soil. Table 29-A. 91 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 practical' and shall provide cross ventilation - on at least two appoximatel,--- opposite .'-..:-: sides. Section 2516 (c) 6. - FRAMING 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 1 x 4 diagonal 'let-in braces or equivalent. Section 2517 (g) 3, Table 25-V. 11/17/93 7. 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. 1. 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. 1p~. Bearing partitions, perpendicular I to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. 1. Show rafter ties.* Rafter ties I 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. 1/4. Show rafter purlin braces to be not ( less than 45' degrees to - the horizontal. Section-2517..(h) 6. 105' Show double top plate with minimum 48".lap splice. Section 2517-. (g) " :how nailing will be in compliance with Table 25-Q. 107 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 both vertical and horizontal; 8 b At all interconnections between concealed vertical and horizontal spaces such as occur a t soffits, drop ceilings and cbve 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 andsimilar openings which afford a passage for fire at ceiling and floor levels, / with noncombustible materials. 4. At openings between attic ( spaces and chimney chases for factory-built chimneys. lOj 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. 10,1. Show . . stud size and spacing. - 7 Maximum allowable stud heights: Bearing-'wall: 2 x4 and 2 x 6 max. - 101 ; Non-bearing: 2 x 4 max. 141 , 2 - x 6 max. 201 . Table 25-R-3. 1y. Studs supporting two floors, a roof .1 . and ceiling must be 3 x 4 or 2 x 6 at 16M o.c. Table 25-R-3. Note on the plans that an A.I.T.C. . I . ... Certificate of Compliance for glued laminated, wood members shall be given to the . building • inspector prior'.'_to:.. installation. . Section. 2505.. 1],I. Detail all post-to-beam and post- to-footing . connections. and reference the detail to the plan. Section 2516 (m) IL ). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. iA'. 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)] Provide truss details and truss / calculations for this project. Specify truss identification numbers on the plans. 1/i. Show clearance -between top plate of I interior partitions and bottom chord of trusses. (To ensure non- bearing condition between supports as designed) 1,4'. Provide roof framing plan and floor framing plan. Section 302 (d) Provide framing sections through Section 302 (d) l],I. Specify all header sizes for openings over 4' wide. . Section 2517 (g) 5. 134'. Provide calculations for main / vertical and horizontal framing members and footings. Section 302 (b). . . lx'. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b). 144. In Seismic Zones 3 and 4, the ' allowable shear wall values for drywall in Table 47-I must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1. 1. Show on the plans all structural ( requirements developed in the structural calculations. Section 302 W. (See comments below or at end.) 11/17/93 9 i. Columns and posts located on . l. If foundation cripple wall studs concrete or masonry floors or decks ( are less than 14" high, framing exposed to the weather or to water shall be solid blocking, or .splash or in basements and which sheathed with plywood. Section :support' permanent structures shall 2517 (g) 4. - - be supported by concrete piers or / metal pedestals projecting 1" i'3. Cripple wall studs exceeding 4 feet minimum above floors unless " in height shall be 3 inch by 4 inch approved wood of natural resistance or 2 inches by 6 inches when to decay or treated wood is used. supporting 2 stories. Section 2517 Section 2516 (c) 4. (g) 4. 12.1. Individual concrete. or. masonry 1. Note on the plans that "all ( piers shall, project at last" 8 . I weather-exposed surfaces shall have inches above 'exposed ground unless "' a weather-resistive barrier to the columns or posts which they protect the interior wall covering support are of approved wood of and that exterior openings shall be natural resistance to decay or flashed in such a manner as to make treated wood is used. them weatherproof". Section 1708. Section 2516 (c) 4. j MECHANICAL (UNIFORM MECHANICAL CODE) l. Show location of attic access with I a minimum size of- 22"x30", unless All heating, ventilating, and cooling the maximum vertical headroom systems and appliances shall comply with height in the attic is less than the Uniform Mechanical Code. 30". Access must be provided to each separated attic area, shall be 13 . Show the size, location and type of .' located in a hallway or other all heating and cooling appliances readily accessible location and 30" or systems. headroom' clearance . is required ....,','- above the opening. Section 13 . Every dwelling unit shall, be provided with heating facilities capable of maintaining a room 4J7 Detail truss layout for 30" x 30" temperature of 70 degrees F. at 3 ,(-.. attic access, if required for feet above the floor in all equipment in the attic and detail habitable rooms Show basis for 30" x 30" clearance through truss compliance UBC, Sec 1212 webs..' -- 177 Note on the plans that the FAU l8 Specify plywood and/or. particle / closet or alcove must be 12 inches board thickness, grade and panel wider than the furnace or furnaces 2.. span rating Table 25-S being installed UMC Section 704 l4 When roof pitch is less than 3:12, i7 Show minimum 30" deep unobstructed g I desin ridge as a beam..Section ( working space in front of furnace 2517 (h). ""' . ' Section 505, UMC. 1/0. Ridges, hips, and valleys shall be i.4. Furnace shall not be installed in at least one size larger than / any bedroom, bathroom or in a supported rafters. Section 2517 ( closet or confined space with (h) 3. ., access only through such room unless specified as direct vent 1L. In open beam construction, provide appliance, enclosed furnace or strap ties across the beams at the electric heating appliance. Section ridge support. Section 2501 (b). 704, UMC. ' . 14/. Show source of combustion air to ( furnace, per Chapter 6, UMC. 11/17/93 -. 10 150. Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a). Show on the plans 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 24 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 top. 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 Counter Tops . 270.52(c) I—ZH-2--i - I-2 4 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. 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. 141. Note that passageway to the attic 1 furnace 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, tJMC. Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709, UMC. lq. Show details to comply with Section I 709 for furnace under the floor, or Section 710 for roof or outside furnace. 17. Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B. Note on the plans that approved. . park arrestors shall be installed on all chimneys. Section 3703(h). Note on plan: Gas' vents and non- :'J';T.' .1.'.-.' combustible , piping in walls, passing through three- floors or - less, shall be effectively draft stopped, at each floor or. ceiling. LMC, Section 1706 (c) 14/ Provide dryer vent to outside The maximum length 'is 14 feet with two 9O'.deree" elbows.''':' UMC," Section' 1903.' ELECTRICAL (NATIONAL ELECTRICAL CODE) All wiring shall comply with the National Electrical Code., 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. -, /17/,9 ,,• . . 11 153. Show on the plan that ground-fault circuit-interrupter protection complies with 1990 NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. PLUMBING (UNIFORM PLUMBING CODE) 1. Show water heater size, type and " location on plans. UPC, Section 1301. 1/5- Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". 1 '. Fuel combustion water heater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closet opening into bathroom or bedroom. UPC, Section 1309. Provide adequate barrier to protect :water heater from vehicle damage. 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 e'xteriór. UPC, Section 1007(e). 151" Show that water heater is adequately braced to resist seismic UPC, Section 1310. l6Ø"Show'showerT stall can accommodate a 301t, circle- and has' 'a- minimum floor area of 1,024' sq. in. UPC 909 (d).' 161' 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). NOISE INSULATION (DUPLEXES) l. Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls' of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24. 16,1. 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. 1y'4. 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 NOTE: Plans submitted after January 1, 1993 must comply with the new energy standards. ' 1I. Provide plans, calculations and 7 worksheets to show, compliance with current energy standards., R 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. 167 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R. ,.. 12 168. Specify on the building plans all 179 Show on the Title Sheet on the of the mandatory energy plans, the information required by conservation requirements as the attached Developmental listed on. the enclosure titled, Services Sheet 112383. "Mandatory Measures Checklist." Show the make, model and EII efficiency of the space heating 8 e±s—repr.t. P1c—&bm±t---.i (or cooling) system. copies. EMeeption. If aditinii l.iin.ted Lo OflpO1j... 170. For room additions, show ad—l000g. ft. in prea, thee—a compliance with the energy so.i-]o report inot required. standards. See attached. -7 Esgil.. Corporation will advise the / . City to place their soils notice 17,X. Provide :: fluorescent general ( lighting (40 stamp on the plans. lumens per watt) in / kitchen(s) and bathrooms. l8,Z. All structures require a Class B / roof covering, except room Provide a note onthe plans additions. If a room addition stating "All new glazing covers all of the existing (fenestrations) will be installed building (2nd story addition) with a certifying label attached, then the above exception doesn't showing the U-value." apply. CARLSBAD S.F.D. &DUPLEX SUPPLEMENT City Ordinance 9792 requires two ( parking spaces/unit with clear Energy conservation design should area of 20'x20' i.e. no washing -. - be for Zone 7. . machines, etc. Show compliance. 174' For gas piping under slabs that 18J Overflow roof drains shall : serve kitchen island cooktops, see / terminate in an area where they the attached Policy 91-46 for will be readily visible and will - special sleeve and clean-out not cause damage to the building requirements. . If the •roof drain terminates / through a wall the overflow drain 17'S New residentialunits must be pre- shall terminate 12" minimum above plumbed for future solar water the roof drain. Policy 84-35. heating. Note that two roof jacks ..;. must be installed where the water MISCELLANEOUS heater is in the one story garage / - and directly below the most south 1,84 Please see additional corrections - facing roof (City Ordinance No or remarks, on the following page ....... . .. .. . . 185 To speed up the recheck process,, l7 Note that two 3/4" copper pipes note on this list (or a copy) -- - (- ----- must- be installed to the most where each correction item has Z convenient future solar panel been addressed, i.e., plan sheet location when the water heater is note or detail number, calculation not.. in- aone story garage and is page, etc - -- not directly below the most south facing roof. (City Ordinance No 186 Please indicate here if any 8093). - •. . changes have been made to the 7 . ... plans that are not a result of All piping for present or future corrections from this list. If / solar water heating must be there are other changes, please insulated when in areas that are briefly describe them and where not heated or cooled by mechanical they are located in the plans. means (city policy). Have changes been made to the Incorporate the waterproofing plans not resulting from this details, on the attached Policy correction list? Please indicate: 80-8, where interior living space occurs below grade at the masonry __Yes No wall(s). 11/30/93 - 13 The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California, 9212.3; ,telephone- number of .619/560-1468,tO perform the plan check for your, project. If you have any questions regarding these plan check items, please contact at Esgil Corporation. Thank you. i3LO Y Li'tJP(h -SLtE /& t?iFFii.'7 o,i P-LIE F P LAt.i flA/ 7-7+ L-Aic i L ,v,i-n. o&' QTC tf-k— T74E 7-71-vJUJ G OE$((,u F-ct r7+c '7*c I -A-Cr-r'j F,eth-- P-hE ,'? AS E 0 TH-a Tk1N L, f11 (PR -i TH -Oe ((P toko (Lc..io 11;S 'Uo -/- POOF -f- SJAJL?' -p'-- •ñ/L S u C HM-&E- LOAP - 11/19/93 14 CITY OF CARLSBAD POLICIES AND PROCEDURES NUMBER: 80-8 SUBJECT: WATERPROOFING BELOW GRADE EFFECTIVE: 9/23/80 I SECTION: BUILDING DEPARTMENT SUPERSEDES: PURPOSE: TO ESTABLISH A UNIFORM POLICY FOR WATERPROOFING BELOW GRADE MASONRY WALLS. POLICY: The Building Department requires approval in advance of any method of waterproofing below grade masonry walls except the one shown below. THE FOLLOWING METHODS ARE APPROVED. Three layers hot niop and felt. Johns-Manville methrane waterproofing system. U.S.G. "Supertite" system Thoroseal S. Flintkote Yellow Jacket". MOIS BARR —zç GRADE 1/2" GRAVEl 4" DRAIN (PERFORAT OPEN iOu DRAIN PIPE SHALL S TO FINISHED GRAD 1" PR FIIflTMI Approved By: ENERGY REQUIREMENTS FOR RESIDENTIAL ROOM ADDITIONS - CLIMATE ZONE 7 Floor Area of Room Addition COMPONEN <100 ft2 100-499 ft2 500-999 ft2 >1000 ft2 - INSULATION- •- -- - - -- •- Ceiling ' R-19 R-30 R-30' R-30 Wall - R-13 R-13 R-13 R-13 Floor R-13 R-19 R-19 R-19 GLAZING (FENESTRATION) U-Valu& 0.75 0.75 0.75 0.75 % of added floor area <50 sq. ft. 205; + Removed; 20% + Removed 201 SakDING n/a .66 .66 3 .66 THEYiAL MASS n/a Req.' Req.' Req.' SPACE HEATING Note 45 (no electric allowed) If Gas, efficiency= 78%AUE5 78%AFUE5 78%AFUE5 If Heat Pump: Split System, efficiency= 6.8HSPF5 6.8HSPF5 6.8HSPF5 Single Package System, eff.= 6.6HSPF5 6.6HSPF5 6.6HSPF5 SPACE COOLING Note' If Split System, eff.= 10.0SEER5 10.0SEER' 10.0SEER If Single Package, eff.= 9.7SEER5 9.7SEER5 9.7SEER5 WATER HEATING Note 6 Note' Note' Note' that some metal-frame windows may not satisfy the U-value requirement of 0.75. For additions and alterations only, dual glazed "greenhouse" windows and '.skylights may be assumed to meet this requirement. 20% of added floor area plus the area of any glazing removed because of the addition. A coefficient of 0 66 will be assumed to be provided when dual glazing is used 4':' Ifthé addition will be on top of existing construction, and: (a)If the addition has conditioned area below all portions, then no thermal mass is required (b) If the addition will be over non-conditioned area (partially or wholly) in a building mostly of raised-f loOr construction (after the addition), then thermal mass is required in the addition (equal to 5% of the area of the addition that is over non-conditioned space). This may be provided by showing a 2" concrete slab at hearths, countertops, etc. (c)If the addition will be over non-conditioned area in a building mostly of slab-on- grade construction (after the addition), then no thermal mass is required. If the addition.will be at the ground floor, and: (a)If the addition will be in a building mostly of raised-floor construction (after the addition), then thermal mass i's required in the addition (equal to 5% of the added conditioned footprint area). This may be provided by showing a 2" concrete slab, at hearths, countertops, etc. (b)If the addition will be in a building mostly of slab-on-grade construction (after the addition), then thermal mass is required in the addition (equal to 20% of the added conditioned slab-on-grade floor area). This may. be' provided by covering a portion of the slab-on-grade with tile, wood, etc. If the existing system will be utilized' (if no additional systems are needed to provide C heating' requirements), there are no special requirents, other than mandatory insulation for any extended ducts, etc. . If the total number of water heaters increases in the residence, then calculations must be- submitted to show that the entire existing-plus-addition syste meets the water heating energy budget. 9-9T3 ER-RA7 Date 1_iS4'f jurisdiction__CARLSBAD p e pared by [],Bld g. Dept. - ,sc'tc_&.. VALUATION AND PLAN CHECK --EE 0 Esgil PLAN CHECK NO. _/—f8 BUILDING ADDRS -2-8?i FO-ST y, y APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY . R3 DESIGNER PHONE____________ TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE Ai.CditioninE - @• Re s*identia1 -T7- Res - Comm. Fire Sprinklers . . . . . I @ d Total Value . -Buildi64 Permit Fee. _. 00 Plan Check Fee s (g7 .2Y -. COHMENTS? - SHEET ( OF ( 12/87 S City of Carlsbad' 0 • ___________________________________ BUILDING PLANCHECK..CHECKLIST Pf PLANCHECK NO_ DATE BUILDING ADDRESS cT/ JOiz3/ ,// J PROJECT DESCRIPTION ASSESSOR's PARCEL NUMBER EST VALUE__________ ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been Please see the attached report, of deficiencies approved. The approval is based on plans, marked with 0. Make necessary corrections to. information and/or specifications provided in your plans or specifications for, compliance with " submittal; therefore any changes to these items applicable codes and standards.' Submit corrected after this date, including field modifications, must plans and/or specifications to this office for review be reviewed, by this office to insure continuecF 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 1st CHECK By: Date By: Date 2nd CHECK By: Date: ' By: . Date: , 3rd CHECK By:' Date By: Date U P. M. flFI(AL 11SF flHLY ii BUILDING PLANCHECK CHECKLIST SITE PLAN 2nd/ 3rd../ 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show': North Arrow - D.- Property Lines Easements Existing & Proposed Structures E.. Easements ' Existing Street Improvements F. Right-of-Way Width & Adjacent Streets 0 0 2. Show on site plan:. ' ',Drainage Patterns , ' C. Existing Topography Existing &'Proposed Slopes 0 0 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. 0 0 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)." [Per 1985 UBC 2907(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.). 0. 0 5. Include on title sheet .Site address Assessor's Parcel Number Legal Description'. - For commercial/industrialbuildings and tenant improvement projects,. include: Total building square footage with the square footage for each different use, existing sewer permits showing sqYare footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION P \DOCS\CHKLST\BP000I FRU Page 1 of 4 REV 12/17/93 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1st 1stP 2nd,/ 3rd,/ 0 0 6. Project does not comply with the following Engineering Conditions of approval for Project No Conditions were complied with by: Date DEDICATION REQUIREMENTS 0 .0 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 P' remodels with a value at or exceeding $______________ -pursuant to Code Section 1840 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: '. IMPROVEMENTREQUIREMENTS O '0 0 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\CHKLS1\BP0001 FRM Page 2 of 4 REV 12117/93 BUILDING PNCHECK CHECKLIST 1 SW 2nd,/ 3rd,/ S 0 0 0 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:____________________________ Improvement Plans signed by: Date:__________ Enclosed please find your Future Improvement Agreement. Please return-signed and notarized Agreement to the Engineering Department. Future Improvement Agreement completed by:_______________________________ Date:_________________ No Public Improvements required. SPECIAL NOTE: Damaged or defective imørovements found adjacent to build jna 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. O 0 0 9a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut fill import, export). O 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civil. S 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. S Grading Inspector sign off by: • Date: 0 0 9c No Grading Permit required BUILDING PLANCHECK CHECKLIST P:\DOCS\CHKLSflBP000I.FRM Page 3 of 4 k MISCELLANEOUS PERMITS : 1 sw;2ncw 3rd,/ L/ 0 0 10. ARIGHT-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 (7 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 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee (fr is noted in the fees section on the following page. 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial 71' Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial waste permit accepted by: Date: P:\OOCS\CHKLS1NBP0001.FRM Page 4 of 4 PLANNING CHIECKUST Plan Check No 94- / Address 22/ ,Lp7 (,//J4, Planner VAN LYNCH Phone 438-1161 ext. 4325 (Name) APN: (J -333 Type of Project and Use A Zone. _P C_ Facilities Management. Zone / CFD (in )#_______________ ducle (It property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) I Legend Item Complete Th - '/7L_,/ it Incomplete - Needs your action 'V ('.1 1 41 U C 0. 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified Environmental Review. Required: YES - NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES - NO TYPE APPROVAL4/RESO. NO. . DATE: 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 - NOPj DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio Noi'th, Suite 200, San Diego, CA. 92108-1725 (61.9) 521-8036 . . • . . . V Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval • • V ' • • .. V • • • /0 0.. Inclusionary Housing Fee required: YES NO (Effective date of lnclüsionary Housing Ordinance - May 21, 1993.) Site Plan: / . (10 0 . . 1. Provide a fully dimensionêtl site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. 2. Provide legal description of property, and assessor's parcel number. Zoning: . Setbacks: . 4/0 Front: . S . Required Shown Int. Side: Required Shown Street Side: Required . Shown Rear: . Required . Shown 2. Lot coverage: . Required S Shown 0 0 Ø((" .3. Height: . Required Shown 4. Parking: . . Spaces Required Shown Guest Spaces Required Shown Additional Comments S S Ok TO ISSUE AND ENTERED APPROVAL INTO COMPUTER U 1-V,wQ---- DATE __ PLNCK.FRM DEVELOPMENTAL SERVICES BUILDING DEPARTMENT 120 ELM AVENUE CARLSBAD• CA 92-ie (1)t38-5 THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF TH.E PLANS FOR YOUR SINGLE FAMILY DWELLING Site Address 22.. t \( r crs Legal Description L4 c C LS&o cJ77-2 , ~. C0 - m°\3 Assessor's Parcel UL.ber 32-0 - - 00 Quantity of Grading in cubic yards 'zs c s Contact Person - Name and daytime Phone Number 43o Circle any Planning Commission or City Council Action on this Property Variance, Corxitional Use Permit, Tract or Parcel Map, Zone Change, Planned Development, Redevelopment Permit, Specific Plan, Site Development Plan k Z64- 4 sQ (cjQy. F*rr k7,1 PLA N -CHECK NUMBER NUMBER 1(7/_188 td 112383 'c5ovv\ cD S z 2 t ço isr j\/ E"- \OO\\ \J \c\c\\ CC- ccv •tJ EA' s O OiS VE'J LSfl+J NTO m- --- svtcj A\iS RE''t' Jr—TD 0 (r &Pp c içj \N S CV'C-PTt AP\ 2-o 52C- i - NOTICE TO APPLICANT The foundation shown on t h e p l a n s i s tentatively approved On the b a s i s t h e s o i l s at the .proposed site are not potentially expansive inadequately compacted inadequate in bearing ability If Field Inspection disclose s a n y o f t h e s e listed conditions, a licensed C i v i l E n g i n e e r or Architect shall evalua t e t h e s o i l s conditions and submit a to u n d a t i design to the City for rev:e: and, a al Acknowledged- Dated: APP?OVED APR 20. 1994 City of CARLS8AD BUILDING. DEPT. A i dl, 4 tw UJ cO A- CL \ I , spsTo LoeL-- I J70 ' (SCL LE (CAE .... ..k_L_______ 'c' or ocS) 1. EXTE\OI ...-RET_AkMiM(y WALL - A OF kSEt A of _-_ - ROOvv \TC ..j - 'N ECE r — '7. o'. 3 w •.' I oc LOT •tn •i I •• I 21 -' LO1• t'W'ErJSoNS I • I I ' • •• 41 I • • No. • -5' ••• • 41 GAKA 6-Z DOOR [FkDOT &U E1 SO tap. R' ,I j b CK I D I : r S GrtJ1S W%N c IL zi 8 Z4 p —AREA peceo Et Rmm ADD -ro S o-r A L'JkT 8 FoVEsT '41Et4J J( 'S - c- J Roow -rr to 2 I JHI..I 2 Lii Cie A4 L) 0 40 k • > j . o . . a - tt J -( )V) 0 2 V — • $ e0 cii vi 7 r • CD Lv— E - F/0 0. cCD cO& 0. _J) 2 7 J ,t•t, d - tA • 1 Q*- 1 • • * *•••, .-z:; • I . • I ------. • •• . • • - • AboL (0 co L. ALL ZJJ'z P,LL. S-L-s -vc E Ps•'J . E1O: --co yjr r 3(," CC. - e 4-B (-A P S PL. C 1'O BE LJSE'O, ALL. çfL N/LNJ(,- TO ET (NJ Co v C W-r4 ---e zc -c -- Sc- Q scz Ar rr - ¼- L S A. COMC t-t. SPA C5 or, s-cvo viP S /1VO Ptcr. (,J c SPA C-S1 A-i- TW ( L. tJL :< LtW1S A MJ ,CjT o -ft. &ITE'VfLS t3ZJTI V€ T'cAt 4DtJThL - T A Cot JCIJ s &'i €LEO VETf -t Pr,v °- AT TL NJ &• Ps1'O C.OVE C El L; &i(,-S . E NJ Cc) AL 5 c5 t-.€7i AM jp4s. O 1k RutJ AN GETA'E") ST'.'t ALoMc- l.JL&i LAATt TEPQti O F -r -' 4LLS Li NC2 r U NJ i NJ %S \EO - b 'i-S \PcJrLO \1€7V, PA sc 1-&EFoe c è- A CEL' NJ L- .A-MD Fi3 e L'vLS L fl NO ('J C CW J ST j- —QR -'c- cc o '-r o OF 3 LPNQ \-c3T v'AC j- 2. IN ¶14 s-v-' S.LA LCr%) 14U2---- .• c'A NL - L.Ji yve - S fYç r - -c e F 2 2-k cc \) U D LS 4 XTIPIA &E Cc — Qj brALs JWfWvV\ LAJ U vi .p_ . I •. jl±4 /•• 4LQ IF—L 2 ci 22i FcRSc •\fj \Jy bsnos 'LDPLAN EXST' pAe1-\A. • & STS ELQR. PL A I • tJ siU-. ALL tQA4 STh\Rc ' t,c S EE CN-) N) x t41 . AtJ2 • * 1 OT Fo Ro o Sf Ic I S icxjS t0 *) -r EX AVO '-- j S c of S SA° GLt c ( JsO kN t'J A70 & rr " EX s o 4 s AN s\ e v ANO \J S 3 (0, \\IJL tQ, tc • StDS. Atic jcrS T0 CrSs - 7, A LL FA u c-- o BE E?J CcSO E1EL'( .AAT1 P.3 scc€ • • • rro& -teS -to pôo'o A Cl £LECT\UL • I CIE RD . ?RO Po SD An (-v-\ c) 1 R'ir) FQ'\ F1_. ELC'rnC-L N-C Tr EcCU 200 A-'3 • jN I I 7 S 11 I .5 ,, . / 'N,j' I H I, I •- .' . I j1_____I L o_ _ - - -: - •j r ,, I •I • S. • 5. ' •L _ S 1\ (rcr t'J(. 40 Lij S Ec F~Vvvze (J C€ti INSThLArc cF ZD- 'T B A - P • 5 • 5. ; \7" - Au ers JS) L\&\& .L E'ev-?02• :2c.- •-.r Ts w t.... : rcm_ p q i ALL GLA e pj 4- - - - ' rnfN\ SV&L WAyw c v%cj o.L 3)X o.L N r3 — rc1Nt 3•\9) %Cal — '.3-6' (-fc.ç c \ N' uD-1 I 0 I IVA 40 c--v- c \ S V S - ç 4jT \J \ELJ -L- LOC-PrL rS ,Or OP%1— CSN 'flc) .j S ..jfrcsi.) cIA. E'J E PrL4_ jJ€) GL-V' tJ(J- LA \LI ST)-zLEO iA-r -' j S O_ J \J AL-oc - EXzc)Z 's S CJL&E SL D 4SVr •-'€3 A TL LA Psiw €. -70 PAIFF-r- m M Co Moofco , Inc.'Contractors Lic # 259986 AIR CONDITIONING and HEATING SERVICE and CONTRACTORS March 24, 1994 City of Carlsbad 1200 Carlsbad Village Blvd. Carlsbad, CA 92008 Subject: Jerry Abshire Residence 2821 Forest View Carlsbad,:CA This letter is to confirm the proposed heating facilities are -capable of main- taining a room temperature of 700 at three feet above the floor in habitable rooms in the existing structure and the new addition. Heating equipment as specified listed on preceding sheet.(. V, Sincerely, Harold G. bore Presiden€ (619) 722-1541 FAX (619) 722-0594 1531 SOUTH HILL STREET • OCEANSIDE, CALIFORNIA 92054 . Civil Engineering Land Planning Structural Surveying FEBRUARY 16, 1994 1 OF A iED 3-Ic-14 STRUCTURAL CALCULATIONS FOR THE ABSHIER RESIDENCE DESCRIPTION: ADDITION TO SINGLE FAMILY RESIDENCE 2821 FOREST VIEW WAY CARLSBAD, CA 92008 _- OFEs OWNBR/PERI4ITTEE: 391-26 \ MR. JERRY ABSHIER * E;rp. 23 >1 An 2821 FOREST VIEW WAY CARLSBAD, CA 92008 619-434-6634 ENGINEER: LOGAN ENGINEERING 120 BIRMINGHAM DRIVE, .S 110 - CARDIFF, CA 92007 619-942-8474 120 Birmingham Drive, Suite 110 Cardiff-by-the-Sea, CA 92007 Phone 619-942-8474 • Fax 619-942-8496 "I C11-i4 UOO - '1'RES 'óL%O -OUi Ts- - A3?= (oo ? F (A-95uA ) 12EDuc!€t -lb k't'iflo1 op G%- '1'1P "M" R. '" MorA R C.EM10' tIJL—J -5, -EM :i - UE. (..A. cot Jge.t4A24PG ukflo4 1 V€-rit •L4t4 1:Ord EXV1; %/* Ivr £)Ci4T. 6k 7IJ1 d5Lf — ituiyi dPj O.2,? -4' folk Xz~ k- .2 [(: (+44(]. I'., 6uC4JA-2. tAO •1. 12€?fl4 oF'g' Gfr4#J oc M'ario.4 - iii IdR%IVACK AC6 c 4Au (r - V114 ao4 AP?iioei oc 4uCf1k1 LMOI4 10 1-ol ç VJA-(4- e*Yfl.J. of 3' (I/fl +(9 •NA 1/4 (so') (4'), + 6Z 6,50') (4)1 + Via -4 FI'Z1 c 0 oc.) @ ,jK or€: *: 14A 4-of5 j,4 L. Ym 4)(tio) Ito l6ø 'I1 : 153 -7 ego 114 3-cckT. r IOU WAr~L 1"( I .11 4'ti 04,eR 1.c. RETAINING WALL NOTES: (D BACKFILL TO BE FREE-DRAINING IN AREA DIRECTLY BEHIND WALL. EXPANSIVE SOILS (GREATER THAN 3.0% SWELL OR AN EXPANSIVE INDEX OF 30) SHALL NOT BE USED AS BACKFILL. BACKFILL SHALL BE COMPACTED TO MIN. 90% USING LIGHT COMPACTION EQUIPMENT. WATERPROOF BACK OF WALL PER CITY/COUNTV SPECIFICATIONS ®PCC SLAB TO BE IN PLACE PRIOR TO BACKFILLING WALL. USE TYPE M OR TYPE S MORTAR CEMENT ONLY. REFER TO SAN DIEGO REGIONAL STANDARD DRAWINGS NO.S C-7 & C-8 FOR ADDITIONAL NOTES AND DETAILS.