The URL can be used to link to this page

Home My WebLink About1314 CHUPAROSA WAY; ; CB891707; PermitBUILDING PERMIT 12/04/89 13 Page 1 of Job Address Permit Type Parcel No Valuation 31 1 1314 CHUPAROSA WY RESIDENTAL ADDITION/ALTERATION 156-110-44-00 82,824 Str Permit No Project No Development No Fl Ste 1778 i2/04/89 0001 01 C-FRMT CB891707 A8900917 02 NEWConstruction Type Occupancy Group Class Description 1218 SF 2 STORY ADDITION ORIG PC 89-519 VOID 10/31/89 OWNER MILLER, TOM 1314 CHUPAROSA WAY CARLSBAD, CA 92008 *** Fees Required **/ Code Applied Apr/Issue Validated By 622 ISSUED 10/31/89 12/04/89 DC Lie 619 729-3194 ,***\iFees Collected & Credits *** Fees Adjustments Total Fees Fee description 988 00,,VjToeal Credits x TfTtal Payments x \1^ Balance-Due ^ 00 366 00 622 00 Ext fee Data Building Permit | ,7 Plan Check 1 ^-__/ Strong Motion Fee , * BUILDING TOTAL \ Enter "Y" for Plumbing Each Plumbing Fixture o * PLUMBING TOTAL Enter "Y" for Electric Other x * ELECTRICAL TOTAL ($10 , 1 XX\ '"•"-Jrj? // /$){ \r ~~] }1 ! v, > ^v ^ 5 j; l "* / i \ ^ t^'1 X~>^Vn^ /^?\>[;|' ~ v ' ' ' ^ v fs j) /' (| ^ '/// i I s sue v Fee-, f>')!; '// fi °4 / I r Trap " ^-> ^ /( ~12"00/ 2 5,0 X / / IW /^..-^ v ^ ^ OO rj fe-* a 1 0 ,/ 4 ( *••-« / rssue Fee > «oas / \t>> /v .-/I , " > _"— 10 oo\V //" -^^ \ V \ \ xMinimum)/, _, _^ c^A^\N / 563 00 366 00 6 00 935 00 7 50 Y 30 00 38 00 5 00 Y 10 00 REMODEL 15 00 CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-iisi L PERMIT TYPE | ~"A0 COMMERCIAL DNEWQ TENANT IMPROVEMENT B [^INDUSTRIAL QNEW QTENANT IMPROVEMENT c PRESIDENTIAL QAPARTMENT QCONDO OSINGLE FAMILY DWELLING n*DDiTiON/ALTERATioN DDUPLEX [^DEMOLITION QRELOCATION QMOBILE HOME QELECTRICAL QPLUMBING [^MECHANICAL [^POOL QSPA DEWING WALL QSOLAR HOTHER "& f \ PROJECT INFORMATION PLAN CHECK No EST VAL PLAN CK DEPOSIT VALID BY_ DATE 'jb 10/51/89 00<"4 01 C-FRMT FOR OFFICE USE ONLY Address Nearest Cross Streets BuiIding or Suite No LEGAL DESCRIPTION CHECK BELOW IF SUBMITTED D2 Energy Calcs ASSESSOR S PARCEL DESCRIPTION OF WORK M/8-& BLDG SO FTG Lot No Subdivision Q2 Structural Calcs ^z.* Name/Number C]2 Soils Report OF STORIES Unit No Phase No 1 |1 Addressed Envelope EXISTING USE PROPOSED USE ^ Co*<1 IUU. 113^ 3 CONTACT PERSON NAME CITY SIGNATURE ADDRESS STATE ZIP CODE DAY TELEPHONE SIGNATURE 4 APPLICANT NAME CITY 5 PROPERTY OWNER NAME /^VH <> MtUI_Ci) CITY l^T Lfvl&-~ 6 CONTRACTOR NAME CITY SIGNATURE DESIGNER NAME CITY n CONTRACTOR Q AGENT STATE OWNER £i.6NfcD&N I3tl(- STATE C STATE STATE LIC » STATE FOR CONTRACTOR QoWNER ADDRESS ZIP CODE ADDRESS >{2^ ZIP CODE ^73 $5 ADDRESS ZIP CODE LICENSE CLASS TITLE ADDRESS ZIP CODE 7 WORKERS' COMPENSATION Workers Compensation Declaration I hereby affirm that I have a certificate of consent to or a certificate of Workers Compensation Insurance by an achiltted insurer or an exact insurer thereof filed with the Building Inspection Department (Section 3800 Lab C) INSURANCE COMPANY POLICY NO D AGENT FOR OWNER DAY TELEPHONE DLESSEE QTENANT GfSj-&C$i4J>-3r*' DAY TELEPHONE £~0"*> ~&f~*>\.°l H DAY TELEPHONE CITY BUSINESS LIC # DATE DAY TELEPHONE STATE LIC # self insure issued by the Director of Industrial Relations copy or duplicate thereof certified by the Director of the EXPIRATION DATE Certificate of Exemption 1 certify that in the performance of the work for 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 Owner Builder Declaration I hereby affirm that I am exempt from the Contractor s License Law for the following reason f"l 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 ) D 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]) SIGNATURE 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' DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' DYES DNO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' DYES dNO IF AMY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY HAY 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 I CONSTRUCTION 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 10 APPLICANT'S SIGNATURE 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 CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Buildinq Code) t3"6wNEwNER CONTRACTOR BY PHONE APPROVED BY DATE WHITE File YELLOW Applicant PINK Finance PERMIT* CB891707 DESCRIPTION 1218 TYPE: RAD JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: CITY OF CARLSBAD INSPECTION REQUEST FOR 06/14/90 SF 2 STORY ADDITION ORIG PC 89-519 VOID 10/31/89 1314 MILLER, CHUPAROSA WY TOM MILLER, TOM REMARKS: Tl/CMW/TOM/(503)764-3194 SPECIAL INSTRUCT: PHONE: PHONE. PHONE: STR FL 6194347466 619 7 INSPECTOR AREA PD PLANCKtf CB891707 OCC GRP CONSTR. TYPE STE- NEW INSPECTOR TOTAL TIME CD LVL DESCRIPTION 19 29 39 49 ACT COMMENTS ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP 042090 Final Combo CO PD 032790 Final Combo CO PD 011090 Interior Lath/Drywall AP PD 010890 Interior Lath/Drywall CO PD 010590 Interior Lath/Drywall AP PD 122989 Insulation AP PD 122789 Rough Combo AP PD 122289 Rough Combo CO PD 122089 Frame/Steel/Bolting/Welding AP PD COMMENTS NO ACCESS ON BACK OF CARD ROOF/SHEAR ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE / /I JURISDICTION PLAN CHECK NO C i T CARLS SET PROJECT ADDRESS PROJECT NAME HILL 5FP APPLICANT JPLAN CHECKER QFILE COPY QUPS QDESIGNER 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 Lp/o^; are resolved and 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 The applicant's copy of the check list has been sent to TQM Ml Esgil staff did not advise the applicant contact person that plan check has been completed I I Esgil staff did advise applicant t-hat the plan check has — been completed Person contacted Date contacted REMARKS Telephone # By TVM/fP ESGIL CORPORATION I/// DGA DAA Dvw QDM Enclosures ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 / / ? /DATE __ / S- _ Q APPLICANT- . JURISDICTION CITY OF CARLSBAD _ LJPLAN CHECKER QFILE COPY PLAN CHECK NO fr4 / 7 O 7 SET J _ QUPS F] DESIGNER PROJECT ADDRESS /^/-d CHUPAR0SA W/A f PROJECT NAME HfLlEJg. _ SFD AC^T/gN The plans transmitted herewith have been corrected where necessary and substantially comply with the 3unsdiction ' s building codes The plans transmitted herewith will suostantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to TOM Mi ll-er _ Esgil staff did not advise the applicant contact person that plan check has been completed Esgil staff (3id advise applicant that the plan check has been completed Person contacted Date contacted Telephone #_ REMARKS By 7>A \]{O YAp Enclosures ESGIL CORPORATION //^ DGA DAA Dvw QDM PLAN CHECK NO / 701 FOREWORD PLEASE REAP JURISDICTION CITY OF CARLSBAD TO 30 S LAUREL ENCLOSURES PROJECT ADDRESS 73.14 WA FLOOR AREA STORIES REMARKS PLAN CORRECTION smog: crn oy CARLSBAD SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction _ IP/ *l /Jf<? Date plans received by Esgil Corporation Date initial plan check completed BV Applicant contact person 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 1985 UBC (eff 7/31/87) 1985 UPC (eff 3/30/87) 1987 NEC (eff 10/28/87) 1985 UMC (eff 8/28/87) The above regulations construction, regardless adopted by ordinance apply to residential of the code editions The circled items listed need clarification, modification or change All items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303(c), 1985 Uniform 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 vo^ submit the revised plans NOTE PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED List No 63, Carlsbad Single Family Dwelling and Duplex With All Supplements (1985 UBC) 0 0 0 0 PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468 Please make all corrections on the original tracings and submit tvo new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to The jurisdiction's building department Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans Section 302(a)7 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony Section 302(c) Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC Submit fully dimens-oned plot plan drawn to scale shoving location, size, and use of all existing and proposed structures on the iot Identify property lines and show lot dimensions and all easements Show location of all cut or fill slopes Shov finish floor elevations and show elevations of adjacent finish grade Show drainage patterns with minimum slopes Section 302(c) Indicate distance proposed building from property Section 302(c) lines Show on the title sheet all structures, pools, vails, etc included under this application Any portion of the project shown on the site plan that is not included vith the building permit application filed should be clearly identified as "not included " Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420 Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination FIRK PROTECnOM Exterior vails closer than 3 feet to property lines shall be one-hour rated construction and have no openings Such vails shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor (Table 5-A, Section 1709 (a)) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line Section 1710 Eaves over required windovs shall be not less than 30 inches from the side and rear property lines Section 504 Plastic skylights shall not be installed within 8' of an exterior vail located vhere openin&s in such exterior vail are prohibited or required to be protected Section 5207 (a) 7 Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line Section 1710 Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level Section 1210 A smoke detector shall be installed ^n the basement of dwelling units having a stairvay vhich opens from the basement into the dwelling Such detector shall be connected to a sounding de ice or othei detector to provide an aiarsi vhicti vill oe aaa.ble in the sleeping area Section 1210 When the valuation of a room addition or repair exceeds $1,000, or vhen sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above 5/10/89 ROOM SIZES. LIGHT. VENTILATION AND 6LAZIHG 2a Habitable rooms, other than kitchens, shall 7 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) 21 Window area must be at least 1/10 of the floor J area and a minimum of 10 square feet per Section 1205 (a) Appears to be deficient in Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1 5 sq ft (Section 1205 (a)) At least 1/2 of the common vail 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 windovs 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, vater closet compartments, laundry rooms and similar rooms if required openable windows are not provided Section 1205 (a) No habitable room, other than a kitchen, shall be less than 7'0" in any dimension Section 1207 (c) Show that ceiling height for habitable rooms is a minimum of 7'6" Section 1207 (a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0" Section 1207 (a) Dimension on the plans the 30" clear vidth for water closet conroartments and 24" clearance in front of water closet Section 511 (a) Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces Section 5406 Glazing, in the same wall plane as a door, must be safety glazing if vithin 12" of the door and less than 60" above the valking surface, unless the glazing is leaded or faceted glas,s Section 5406 (d) 6 ', 32 ^ Glazing in shover and tub enclosures shall be tempered, laminated or approved plastic (including windows vithin 5 feet of tub or shower floor) Section 5406^ (d) 5 VI/IOC(OH> f Sleeping rooms shall have a vindow 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 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 belov 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 vails or railings not exceeding 42" in height Section 1716 The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story Section 1716 EXITS. STAIRWAYS. AND RAILINGS Floors above the second story shall have not less than 2 exits Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story Section 3303 (a) Required exit doorvays shall be not less than 36" in width and not less than 6"8" in height, and shall be capable of opening at least 90 degrees Section 3304 (e) Provide 36" high protective railing for porches, balconies, and open sides of stair landings Openings betveen railing shall be less than 6" Section 1711 Show how guardrail connection details are adequate to support 20 pounds ner lineal foot at a right angle to the ton rail Table 23-B 5/10/89 Provide stairway and landing details 3306 (b) & (c) Section © © Maximum rise is 7" and minimum ruin is 11" When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum Minimum headroom is 6'6" Minimum width is 36" All handrails per Section 3306 (j), shall satisfy the following / © Provide handrail for stairways with 4 or more risers Handrail shall be 30" to 34" above the nosing of treads The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width Such dimension need not exceed 36 inches Section 3306 (g), 3304 (i) A door may open inward at the top step of a stairvay provided the top step is not more than 7 1/2" lower than the floor level Section 3304 (h) Provide details of winding stairway complying with Section 3306 (d) a Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest b Maximum rise is 8 inches c Minimum width is 36 inches Provide spiral stairway details, per Section 3306 (f) a Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are the narrowest Ma vi mum r^se as 9 1/2 inches clear opening between risers is 6 incnes Minimum headroom is 6 feet 6 inches 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 0 Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered v>ith the building department or note that the stairvay fabrication plans shall be submitted to and approved by the building official prior to installation In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway An exit balcony with 2 separated stairways is exempt Section 3306 (1) Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it An exit balcony with tvo separated stairways is exempt Section 3306 (1) Exterior stairways shall not project into the 3 foot setback from the property lines Section 3306 (n) The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction Section 3306 Within units, show that minimum width of 36 inches ROOFING corridors have a Section 3305 (b) ¥ 1 Specify roof slope Roof slope is not adequate for roof type specified Table 32-B, Section 3203 (h) Snecify roof material and application Chapter 32 Specify I C B 0 or U L approval number for roof materials not covered inl!BC,eg, tile, etc Section 107 5/10/89 The maximum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches Section 3203 (e) 2 The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches Section 3203 (e) 3 Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6 Show roof drains and overflows Section 3207 Provide skylight details to show compliance with Sections 3401 and 5207 or provide I C B 0 approval number Plastic skylights must be separated from each other by at least 4 feet Section 5207 (a) 6 Show attic ventilation Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above &&\e vents or cornice vents Show required area and area provided Section 3205 (c) HASOMKY Provide fireplace construction details or note construction to be per attached fireplace standard drawing Chapter 37 Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a) Show ties and #9 wire in horizontal joints Show height and construction details of all masonry walls Chapter 24 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G Cleanouts shall be sealed before grouting, after inspection Show floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater Cross grain tension or bending in wood ledgers is not permitted Section 2310 & 2.5-2 (j)3A Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls Section 1707 (d) t Show a minimum 2" air space and flashing between planter and building vails Section 2516 (c) 7 GARAGE AHD CARPORTS Garage requires one-hour fire protection on the garage side of vails and ceiling common to the dwelling Table 5-B, Section 503 (d) All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side Section 503 (b) Show 1 3/8" solid core _self-closing door for openings between garage and dwelling Section 503 (d) 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 holddowns if required Chapter 23 NOTE Maximum shear panel ratio is 3 1/2 to 1 for height-to-width Table 25-1 Doors may open into the garage only if tne floor or landing in the garage is not more than one inch lower than the door threshold Section 3304 (h) Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark UMC Section 508, UPC Section 1310 (a) FOUNDATION REQUIREMENTS Per soils report, note on the plan the soils Classification, whether or not the soil is expansive and note the allowable bearing value Section 2905 (c) T*->e foundation plan does not comply vith the scils report recomnendations for this project Please review the report and modify design, notes and details as required to show compliance 5/10/89 Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (vhen required by the soil report) 83) The soils report recommendations excavations be reviewed by soils engineer Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that 1 The building pad was prepared in accordance with the soils report, 2 The utility trenches have been properly backfilled and compacted, and 3 The foundation excavations, formings and reinforcements comply with the soils report and approved plan " Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills Chapter 29 /Note on plans that above finish grade vood shall be 6" minimum Section 2907 (a) f88 ^ Note on plans that surface water will drain avay from building and show drainage pattern and key elevations Section 2905 (f) For buildings adjacent to slopes steeper than 3 1, 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 2 percent Dimension foundation per UBC Table 29A Floors Supported" 1 2 3 Stemwall Width Footing Depth Thickness 6" 8" 10" 12" 15" 18" 12" 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 0 number and manufacturer of pover driven pins Show edge and end distances and spacing Section 302 (c) If required, show size, imbednient and location of hold down anchors on foundation plan Section 2312 (f), 302 (c) 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 vails Section 2907 (b) 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 100 Show minimum underfloor access of 18" x 24" Section 2516 (c) 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 tvo approximately opposite sides Section 2516 (c) 6 102 Specify that posts embedded in concrete shall J be pressure treated per UBC Std No 25-12 Section 2516 (c) 1 FRAKIHG / 103 Show vail bracing Every exterior wood stud / vail and main cross-stud partition shall be braced at each end at least every 25 feet of ler&th vith 1x4 diagonal let-in braces or equivalent Section 25j.7 (g) 3 104 In 2-story buildings, first story (at least shall be located at thereto as possible and percent of the linear provide design Section 2517(g)3 snear panels at the 48 incnes in width) each end or as near comprise at least 25 length of the wall, or 5/10/89 fi Note cross bridging or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline Sec 2506 (h), 2517 (d) 6rShow blocking at ends and at supports of floor joists, rafters and trusses at exterior walls Section 2517 (d) 3, 2517 (h) 6 107 Show double joists Floor joists shall be / doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 108 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) 5 109 Show rafter ties Rafter ties shall be spaced / not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel Section 2517 (h) 4 Show rafter purlin braces to be not less 45 degrees to the horizontal Section 2517 (h) 5 than 111) Show double top plate vith minimum 48" lap splice Section 2517 (g) 2 Show nailing vill be 25-Q in compliance vith Table Show or note fire stops at the following locations per Section 2516 (f) a In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall, b at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, c In concealed spaces between stair stringers at the top and bottom of the run and betveen •studs along and inline vith the run of stairs if the vails unaer the stairs are unfinished, and d in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials Show stud size and spacing Maximum allovable stud heights Bearing vail 2 x4 and 2x6 max 10', Non-bearing 2x4 max 14', 2x6 max 20' Table 25-R-3tStuds supporting two ceiling must be 3 x 4 Table 25-R-3 floors, a roof or 2 x 6 at 16" and Note on A I T C Certificate of Compliance for glued laminated vood members shall be given to the building inspector prior to installation Section 306 (f) Detail all post-to-beam and post-to-footing connections and reference the detail to the plan Section 2516 (m) 1/8 Detail shear transfer connections, including roof and floor diaphragms, to shear vails Section 2513 ii£Specify nail size and spacing for all shear walls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios [Tables 25 I, J, K and Section 4713 (d)] Show 3" x 4" or 2" x 6" studs in first story of three story building Table 25-R-3 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses (To ensure loading will be as designed) Provide roof framing plan and floor framing plan Section 302 (c) 1/4 Provide framing sections through Section 302 (c) Specify all header sizes for opening over 4" wide Section 2517 (g) 5 Provide calculations for main vertical and horizontal framing members and post footings Section 302 (b) 5/10/89 7 Provide calculations for lateral loads, shear panels, shear transfer and related Section 302 (b) Show on the plans all structural requirements developed in the structural calculations Section 302 (c) (See comments below or at end ) 12,9 / 1/3* Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 Show location of attic access with minimum size 22" x 30" Section 3205 Show draft separation for attic areas between units in a duplex Section 2516 (f) 3 Specify plywood thickness, grade and panel identification index Table 25-N When roof pitch is less than 3 12, design ridge as a beam Section 2517 (h) If foundation cripple wall studs are less than 14" high, framing shall be solid blocking Section 2517 (g) 4 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Section 2517 (g) 4 Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue " Plywood used for exterior wall covering shall be the exterior type Section 2516 (i), 2516(g)3 58 Detail truss layout for 30" x 30" attic access, if required for equipment in the attic ?9 Ridges, hips, and valleys shall be at least one size larger than supported rafters Section I 2517 (h) 3 M) In open beam construction, provide strap ties across the beams at the ridge support Section 2501 (b) MECHAH1CAL (UNIFORM MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code Show the size, location and type of heating and cooling appliances or systems isro all Show source of combustion air to furnace, per Chapter 6, UMC E\ery dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees ¥ at 3 feet above the floor in all habitable rooms Show basis for compliance UBC, Sec 1211 Show minimum 30" deep unobstructed working space in front of furnace Section 505, UMC Note on plans, "clearances to be per manufacturer's listing " Section 504, 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 I C B 0 fireplace approval number for prefab Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches Section 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide Section 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace Section 703 UMC Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace Note on plan Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling UBC, Section 1706 (a) 6 Provide dryer vent to 1903 outside UMC, Section 5/10/89 KT.ETTRICAL (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 166 4 f Show location of all electrical receptacles Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc , outdoors, in garages and basements NEC, Art 210-52 Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected NEC, Art 210-8 Note electrical system ground to be provided per NEC, Art 250-81 PLUMBING (UNIFORM PLUMBING CODE) 160) Show vater heater size, type and location on plans UPC, Section 1301 Show source for providing combustion air to fuel burning water heater If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lover twelve inches UPC, Section 1307 Fuel combustion vater heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom UPC, Section 1309 170 (163) Provide adequate barrier to protect ' water heater from vehicle damage UPC, Section 1310 '164\ Show T and P val\e on vater heater route of discharge line to exterior UPC, Section 1007 (e) and show Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices UPC, Section 1003(h) & (0 Show shower stall can accommodate a 30" circle and has a minimum floor area of 1,024 sq in UPC 909 (d) NOISE INSULATION (DUPLEXES) Show details of duplex common (party) vails and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in vails of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels Title 25 Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating Title 25 Provide insulation in vails and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25 ENERGY CONSERVATION Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards Provide plans, calculations and worksheets to show compliance The new 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 Section 1403(a)l, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Di\j.sion 3 of the Business and Professions Code to sign such documents Document signers are subject to the limitations in Division 3 of the Business and Professions Code Please provide the signature All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R g) T/?p 4/t shown. —^^—• PL dsAs-c ck-eokL i £ a y-f> 0^ey\</CS LL h. 5/10/89 -Muz,-f 9 C-r.+* Specify on the buildine 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) Please see additional corrections, or remarks, on the following page CARLSBAD S F D & DOPLEX SUPPLEMENT Energy conservation design should be for Zone 7 See attached energy packages Floor drains must have auto-prime (city policy) 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 v*ater 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) 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 Heavy timber framing, minimim 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) 1*1 89^UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec 18 04 230) Show compliance with UBC Section 3203(e) City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i e no washing machines, etc Show compliance Please see additional corrections, or remarks, on the following page The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan check for your project If you have any questions regarding these plan check items, please contact nAv/io Y/VO at Esgil Corporation If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-1161 Thank you Enclosures 5/11/89 10 Date: Prepared byi 7>W/P VAO PLAN CHECK NO. CITY OF CARLSBAD VALUATION AND PLAN CHECK f?°7 Bldg Dept Esgil BUILDING ADDRESS __ APPLICANT/CONTACT _ BUILDING OCCUPANCY f 4. PHONE NO > 3 - DESIGNER PHONE TYPE OF CONSTRUCTION 1/-A/CONTRACTOR PHONE BUILDING PORTION //£//>? O fa Ctrl )a Air Conditioning: Commercial Residential Res or Comm Fire Sprinklers Total Value BUILDING AREA /•*/<?- VALUATION MULTIPLIER @ ? @ t VALUE *" P2 ^4- ^fofZ^. *~ Building Permit Fee $ Plan Check Tee $ COM HENTS,. Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC SHEET / OF l_ 12/87 t \ BUILDING PLANCHECK %" ENGINEERING CHECKLIST DATE /A<£- 8? 0 ITEM COMPLETE PLANCHECK NO &?/7o7 \Q/ ITEM INCOMPLETE - . . . NEEDS YOUR ACTION X ITEM SELECTEDs T C H E C K 2 N D C H E C /K 3 R D C H E C K /d/^ Lrio&f>/)&>sfi UJy 2^ sfofi-f foooin&fd i PROJECT ID Mii.i.&t. floomo*) LEGAL REQUIREMENTS Site Plan , LJ I— I L- ' I— ' 1 Provide a fully dimensioned site plan drawn to scale Show north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width and dimensioned setbacks I—I LJ 2 Show on site plan Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns I — I 3 Provide legal description and Assessors Parcel Number Discretionary Approval Compliance X. 4 No Discretionary approvals were required _ 5 Project complies with all Engineering Conditions of Approval for Project No _ _ 6 Project does not comply with the following Engineering Conditions of Approval for Project No _ Conditions complied with by _ DateFie1d Review 7 Field review completed No issues raised 8 Field Review completed The following issues or discrepancies with the site plan were found A Site lacks adequate public improvements B Existing drainage improvements not shown or. in conflict with site plan C Site is served by overhead power lines D Gradincps required to access site, create pad or provide for ultimate street improvement (T__ UOft-U FRM0010 DH 08/29/89 Site access visibility problems exist Provide onsite turnaround or engineered solution to problem oK-, Other Dedication Requirements X 9 No dedication required .10 Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8%" x 11" plat map and submit with a title report and the required processing fee All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit The description of the dedication is as follows Dedication completed, Date By Improvement Requirements .11 No public improvements required SPECIAL NOTE Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy .12 Public improvements required This project requires construction of public improvements pursuant to Section 18 40 of the City Code Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit The required improvements are Improvement plans signed, Date By FRM0010 DH 08/29/89 13 Improvements are required Construction of the public improvements may be deferred in accordance with Section 18 40 of the City Code Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit Future Improvement Agreement completed, Date _ By _ Grading Requirements _ 13a Inadequate information available on site plan to make a determination on grading requirements Please provide more detailed proposed and existing elevations and contours Include accurate estimates of the grading quantities (cut, fill, import, export) Xl4 No grading required as determined by the information provided on the site plan _ 15 Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department NOTE _ The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits Grading Inspector sign off Date _ By _ Miscellaneous Permits X 16 Right-of-Way Permit not required _ 17 Right-of-Way Permit required A separate Right-of-Way Permit issued by the Engineering Department is required for the following _ y\ 18 Sewer Permit is not required 19 Sewer Permit is required A Sewer Permit is required concurrent with Building Permit issuance The fee required is noted below in the fees section .20 Industrial Waste Permit is not required FRM0010 DH 08/29/89 21 Industrial Waste Permit is required Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits Permits must be issued prior to occupancy Industrial Waste Permit accepted - Date By Fees Required _22 Park-in-Lieu Fee Quadrant 1 Fee per Unit ——' Total Fee N/r\ 23 Traffic Impact Fee Fee Per Unit • • Total Fee NJfr 24 Bridge and Thoroughfare Fee Fee per Unit Total Fee .25 Public Facilities Fee required 26 Facilities Management Fee Zone 1 Fee A/fa 27 Sewer Fees Permit No ' EDU's -Ttgxfl '' PPQ """ ^''°/i J//S_28 Sewer Lateral required ' Fee """" "" REMARKS ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY ^(MJUU. -(r^SlOdx.^., oate FRM0010 DH 08/29/89 PLANNING CHECKLIST Plan Check No APN Planner Address )3jH Phone 438-1161 (Name) Type of Project and Use _ Zone ^•"7 Facilities Management Zone / Legend [7J Item Complete to) Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified 0L~ Environmental Review Required YES DATE OF COMPLETION NO TYPE Compliance with conditions of approval' If not, state conditions which require action Conditions of Approval Discretionary Action Required YES APPROVAL/RESO NO PROJECT NO TYPE OTHER RELATED CASES Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval ID Coastal YES NO DATE OF APPROVAL Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval oa n nnn ODD ODD nnn nnn nnn nnn nnn Landscape Plan Required YES NO See attached submittal requirements for landscape plans Site Plan 1 Zoning 3 4 I 1 2 3 4 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 Provide legal description of property Provide assessor's parcel number Setbacks Front Int Side Street Side Rear Lot coverage Height Parking Guest Required Shown Required Shown Required Shown Required Shown Required Shown Required Shown Spaces Required Spaces Required Shown Shown nnn Additional comments and remarks have been made on the building plans These marked-up plans may be picked up at the Building Department These marked- up plans must be resubmitted with the revised plans for this project Have plans been marked up' YES Additional Comments NO >C OK TO ISSUE DATE PLNCK FRM STRUCTURAL D€S!GN CONSULTflNTS PROJ€CT NUM86R AlPR€PflR€R OF *ZI STRUCTURE- D6SIGN CONSULTflNTS G6IUI6 MI56 Klfb Mix is tl Oi 05 10 J 1} ,6?o \\0 fof 1 n=t TJ C=H £. =a V M -S4T € A D 1 t PROJ6CTNRM6 NUMB€R DflT€ SH€€T STfiUCTUftfil D6SJGN CONSUlTfiNTS h .4, pi/ i . ' € D N®i.¥S!S PROJ6CT NflM€ PROJ€CT NUM86R PR6PRR6R A SH6€T OF iSIGf* STRUCTURE D6S1GN CONSULTflNTS P or #1 €PROJ6CT NflMS PROJECT NUMB€R PR€PflR€R SH€€T DflT€ Of STRUCTURflL D6SIGN CONSULTflNTS GolJf P ft?e? € ft NfllVSIS CSIGN PROJECT NflMS PROJECT NUMBER PR€PRR€R 7 DRT€ OF STRUCTURflL D«SIGN CONSULTflNTS h K) m Pf 4 lifllVSEr& €SIGN PROJ6CT PROJ6CT NUM6€R PR€PflR€R SH66T V(\\JU&6- OF STRUCTURflL D6SIGN CONSULTflNTS Lbe,0: 1 >£lj r?UlfJ /L" • p — , T__, 0 1 J-0Illo" A P 1 1 \ I it F . - 1 ! |l ' I L$~() (Oi |l J^ t € NftlVSSS €SIGN PROJ6CT NflM€ PROJ6CT NUAABcR PR€PflR€R A ' SH€€T DflT<E OF STRUCTURfiL DESIGN CONSULTflNTS h» f ,r L 4V j ^v -*- Df , . 1^.0*_L 7f € D NDl¥SIS PROJ6CTNflM€ PROJSCT NUM66R PR6PRR6R SH€€T y DPT6 OF *2\ STRUCTURflL D6SIGN CONSULTRNTS ( 10 fl/f- I, If- 'i " NAl¥S§S & PROJ€CT NfiiWE PROJECT NUN\B€fl PR€PRR€fl SH€€T A J, STRUCTUftfiL DESIGN CONSULTRNTS CALCiiLAlioKb o = •o MH6Ht V PROJ6CT NRM6 PROJ6CT NUM66R PR€PflR€R A SH€€T €SSGN OF STRUCTURE DESIGN CONSULTflNTS D &Y .«i €SSGN PROJ6CT NflM€ PROJ€CT NUMB6R PR€PflR€R SH66T |J? , DflT€ OF STRUCTURAL D6S1GN CONSUlTflNTS /I \f> • 4-1 ftf $fW n € NftlVSES PROJeCTNflM€ PROJ6CT NUM6€R PR€PflR€R A - SH€€T DfiT6 OF STRUCTURflL D€SIGN CONSULTflNTS n/ c rf A M A u A SHEAR WALL SCHEDULED , MATERIAL <NAILING IN o c SHEAR TRANv NAILING fALLOW * SHEAR 1/2"GYPBD ONE SIDE 5D 9 7' 0 C 16D O C 8' (2) ,72* O.C i *J 100*/ ., FT B 1/2 GYPBD ONE SIDE 5D @ 4 0 C 16D 0 C 8 <2)1/2" 2"0 1/2 GYPBD BLOCKED 5D 9 4 0 C 16D 0 6'(2) 0 C 16D 0 ft12-0*0":1/2" TJIAJ0 %72" 0 C ,FT 1/2 GYPBD 2 SIDES 5D 9 7 O C 16D 0 8 (3) O C 16D 0 1/2' 0IA 0 72" O.C.FT 1/2 GYPBD 2 SIDES 5D 0 4 ' 0 C 16D 0 6"(3) O C 6D 0 fj, • «* 5/8" DIA'@ 48" 0 C 250#/ 1/2 GYPBD BLK 2 SID 5D 9 4 0 C 16D 0 4 (3) 0 C 16D @ f <4- o c:6/8" DIA 48M 0*0 . 300#/ FT G 5/8 GYPBD 6D @ 4 0 C 16D 0 C 8 '{!)12*0* a.125*/ H 5/8 GYPBD BLOCKED 6D @ 4 ' O C 16D.@ 6 (2) 0 CX FT 5/8 'GYPBD BLK 2 SID 6D @4 O C 16D 0 4"<3) 0 C 350#/ K 3/8 PLYWD STR 1 8D @ 6 0 C 16D @ '6"< A35 9 16" 280#/ FT 3/8 ' PLYWD STR 1 8D @ 4' 0 C 16D Q4' (3) 1 3/8 "Pt,Y 1 8D @ 3' 0 C 16D @ ar A3 5 0 8," ,3/8* PLY STR i ' 8D @ W 2 1/2" < 16D02 6 '(4) A35 0 8" 3/8 PLY STR 1 SD «r 2 ' 0 C (fl f FT" R 1/2 'PLY STR 1 10D @ 6 ' 0 C s 1/2 "PLY STR 1 10D 9 4' O C 16D © 3 ASS 0 8" 510#/ 1/2 PLY STR 1 10D 0 Cf> 2 5 O C <16D @ 2^(4), ASS 0 e'* 770t/ FT (1) 1/2 PLY STR 1 10D 0 ( 2' 0 C 160,0 FT (1 7/8' (8) STUCCO 16GA STA 7/8 LG@6 180#/ FT (1) t(2) (3) '(4) (5) (6) (7) (8) +>>'<' t ,',' -' EDGE AND BOUNDARY VAILING ARE REQUIRED ItTBE l IN MINIMUM 3 SILL BLK AND POST STAGGER NAILS OR PREDRILu TO PREVENT SPLITTING TOE NAILING SHEAR TRANSFER BLK 2x4 MINIMUM PREDRILL NAIL HOLES ^ d SEE SHEAR TRANSFER DETAILS ^ BEARING BASED ON A #2 D F SILL PLATE REDUCE SPACING 20% FOR HEM-FIR PLATES ALL ANCHOR , BOLTS MINIMUM 10 IN LENGTH « ' 3X SILL PLATES SEE U B C TABLE NO 47-1 T\PE \ (, CSIGI^I PROJECT NflM<E PROJ€CT NUMP6R SH6€T DBT€ OF STRUCTUPflL D6SIGN CONSULTRNTS UT -=7 44 h oh PROJ€CT NRM6 PROJECT NUMB6R PR€PflR€R SH€€T 5 i OF STRUCTURflL D€S1GN CONSULTflNTS LM" L HP CoKlT'3 h h PROJ6C7 NflMt PROJ€CT NUMBER PR6PBR6R SH€6T OF STRUCTURflL D6SIGN CONSULTflNTS PROJECT NUM86R PR6PflR€R A X-x DflT<E OP STRUCTURflL D€SiGN CONSULTflNTS fflfc - SQ -. h u andall & Associates, Inc. — Consultants Materials Testln3 I I I I I I I I I I I I I I I I 2194 Carmel Valley Road, Del Mar, CA 92014 619 755 8854 SUBSOIL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR THE PROPOSED SECOND STORY ADDITION TO THE EXISTING MILLER RESIDENCE LOCATED ON A PARCEL OF LAND COMMONLY KNOWN AS 1314 CHUPAROSA WAY, CARLSBAD SAN DIEGO COUNTY, CALIFORNIA PREPARED FOR Tom and Nathalie Miller P 0 Box 888 305 Laurel Gleneden Beach OR 97388 October 30 1989 Job No 289-300 I TABLE OF CONTENTS • PAGE Sc ope 1 | Site and Project Description 1 • Field Investigation and Subsoil Conditions 3 G< ology and Seismicity 4 I • Foundations 5 _ * I Conclusions and Recommendations General General 5 Footing Foundation 6 Concrete Slabs on Grade 7 Surface Drainage 7 Miscellaneous 8 ATTACHMENTS I Site Vicinity Map Figure No 1 _ Site Location Map Figure No 2 • Site Plan/Location of Exploratory Test Pits Figure No 3 • Logs of Exploratory Test Pits Figures 4-6 Grading Specifications Appendix A I I I I I I I " SCOPE • This report gives the results of a subsoil investigation and geotechnical evaluation for the proposed second story addition to | the existing Miller residence located on a parcel of land commonly » known as 1314 Chuparosa Way Carlsbad, San Diego County ™ California Please see Figure No 1, Site Vicinity Map , and I Figure No 2 Site Location Map The scope of our work included obtaining data from a visual inspection of the site and | neighboring sites the logging of soils in three open test pits plus the sampling and testing of the probable foundation soils • and the review of other geologic and geotechnical data relevant to • the development of the site In addition we discussed the history of the site with neighbors who have lived adjacent to the • site since original site grading Based on our evaluation and interpretation of the data I obtained, and our experience with similar soils in this area, the • contents of this report present classifications of the surface and subsurface soils, and our conclusions related to the most • economically desirable and safe type of site development and foundation We give specific values for allowable bearing | pressures for the natural ground and any onsite soils to be used _ in compacted fills and other design and construction • considerations that are applicable and not necessarily routine I I I to quality design and building practices for this site SITE AND PROJECT DESCRIPTION At the time of our investigation, the site was occupied by an existing one story residence The lot is approximately 1/4 acre Job No 289-300 Page 1 I I _ located on the west side of a cul de sac at the north end of ™ Chuparosa Way While the site is essentially flat, it appears • that prior to landscaping and improvements, the property and surrounding properties had a natural, gentle slope to the west • It appears that the natural slope has been modified by constructing a retaining wall along the western and southern • property lines stepping down to developed residential lots on • those two property boundaries On the north property boundary a retaining wall was constructed stepping up to that developed lot • Other than the east side which borders Chuparosa Way the three remaining boundaries are bordered by developed, similar • residential properties A large (42 diameter) oak tree exists on • the south end of the property between the property line and the existing residence • The existing structure which occupies the middle half of the lot was constructed 20 years ago It consists of a one story | conventionally framed building with stucco exterior siding and a • variety of interior finishes Much of the interior had been demolished during the initial phases of a renovation that has I since been halted pending the results of structural and geotechnical engineering recommendations The residence is | founded on a structural slab with thickened portions creating _ strip footings The footings appear to be placed on natural • undisturbed soils Due to the demolition that took place prior to • our investigation it was difficult to determine the condition of the interior finishes as they relate to foundation movement I however the exterior stucco other than where broken during the I Job No 289-300 Page 2 I I demolition appeared to be in good condition, and the slab on • grade throughout the entire existing residence and garage was in • excellent condition The proposed addition is to be primarily a second story added • to the existing residence In addition, the ground floor will be extended approximately 4 feet to the south It will be • conventionally framed with standard shear walls used to resist • lateral loads H FIELD INVESTIGATION AND SUBSOIL CONDITIONS • Our field investigation was conducted on October 16, 1989 • Three exploratory test pits were excavated, by hand, with shovels and electric shovels Test pats were excavated along the south • edge of the building and adjacent to the west side in a flowerbed The north and east sides of the building were relatively • inaccessible due to existing concrete aprons poured against the • building As excavation of the test pits proceeded, test pit logs were generated Hand penetration tests (unconfined compression • tests) were conducted on the various soils exposed in the test pits Soil samples were obtained, and laboratory tests were I conducted on selected representative samples The depth of the M exploratory test pits was dictated by obtaining sufficient information for the safe development of the site I The subsoils in the test pits were similar In general, they consisted of one foot layer of silty sand with root hairs and I I roots up to 1/2 inch in diameter, overlying a medium stiff brown silty sand to the bottom of each of the three test pits Soils Job No 289-300 Page 3 I are gianular in nature -ind classified as SP-SM according to the • uniform classification system Those tested exhibit very low swell potential with an expansion index of 2 They appear to be I uniform in nature, however, directly at the footing level, a _ substantial amount of root and other organic material appears to ™ have developed since placement of these footings The soil 6 to • 12 inches beneath the existing footing grade appeared to be significantly more capable of supporting foundation loads Please g refer to Figure No 3, Site Plan/Location of Exploratory Test Pits GEOLOGY AND SEISMICITY I A review of published geologic maps, aerial photographs, and mm the City of San Diego Seismic Safety Study suggests that no geologic hazards such as faults or potential landslides exist I within the project boundaries No active faults are known to exist at or in the immediate vicinity of the site, and none were I observed during our investigation The nearest known active _ faults are the Elsinore Fault and the San Jacinto Fault which lie ™ approximately 33 miles and 60 miles to the northeast respectively • It is our opinion that the site could be subjected to moderate to severe ground shaking in the event of a major earthquake along • either of the faults mentioned above or other faults in the southern California region however, the seismic risk at this site I I I is not significantly greater than that of the surrounding developed area Job No 289-300 Page 4 I I I CONCLUSIONS AND RECOMMENDATIONS GENERAL In general it is our opinion that the site is suitable for | the proposed development, provided that recommendations presented » herein are carefully followed The upper soils vary in their density and organic content, and may require some special I attention as recommended herein Underpinning may be required to establish suitable foundation support at isolated point loads FOUNDATIONS • Genera.! In deriving foundation recommendations for this site, the | subsoil conditions the proposed construction, and the existing M construction were evaluated Considerations were given to the possibility for failure of the foundation soil or the build-up of I detrimental supplemental stresses in the structural elements due to differential vertical or lateral movement of the foundation | soils The present development as described in the Site and _ Project Description portion of this report, indicates that a ™ second story addition with resulting increased loads to the • existing footings is proposed at this site The project and site are well suited for the use of | continuous strip footings or isolated spread footings, or pads or appropriate combinations of these systems with slab on grade • construction, if they are placed on natural, suitable materials • Loads that are increased significantly may require the addition of individual pads or footings underpinned beneath the existing I I footings to help distribute these increased loads to the more Job No 289-300 Page 5 1 1 1 1 1 1 1 1 1 1 1^•B 1 sound materials below the existing bearing soils A suitable foundation system with tolerable movement, 3/4 inch total and 1/2 inch differential over a 15 foot horizontal distance may be constructed if the following design and construction precautions are observed Footing Foundation 1 All areas where the load to the footings is increased less than 50% and does not exceed a total allowable bearing value of 1,200 psf may bear on the existing footings 2 All areas that increase the existing load on footings by more than 50% or exceed a total allowable bearing value of 1,200 psf should have footings extended 12 inches down to the firmer soils These footings may be designed for an allowable bearing value of 1,500 psf 3 All new footings should be dowelled into the existing footings per Structural Engineer s recommendations to adequately tie the footings together 4 At a minimum, footing reinforcement should consist of two continuous #4 steel reinforcing bars placed horizontally in the footings, one near the top and one near the bottom They shall be spaced no farther than 12 inches in each direction for isolated foundation pads 5 Our estimate of tolerable limits of settlements should be confirmed by a structural engineer or architect, or the designer of the residence 6 All bearing values may be increased by 33% when considering wind seismic, or other short duration loadings The above foundation recommendations are based assumption that footings will be on natural soils We on the recommend that an excavation in the garage slab be provided to observe the suitability of the soils and footings at this portion of the second story addition We recommend that we be called to inspect Job No 289-300 Page 6 I I I I I I I I I I I I I I I I I I I any excavations for footings and slabs prior to placing concrete If possible in order to avoid delays or extra costs, placing of reinforcement should not occur until after the soils have been inspected CONCRETE SLABS ON GRADE Slab on grade construction is suitable at this site where the expansion to the south will be increasing the first floor slab size A suitable slab can be constructed if the following guidelines are closely adhered to 1 Concrete slabs on grade should have a nominal thickness of 4 inches and should be reinforced with 6 x 6 - 10/10 welded wire fabric placed at the midpoint of the slab 2 Any required fills should be placed in accordance with the attached Appendix A and compacted to 90% Modified Proctor density ASTM D-1557 3 A uniform layer (2 to 3 inches) of clean sand should be placed under the slab in order to more uniformly support the slab, help distribute loads to the soils beneath the slab, and act as a capillary break 4 At a minimum, #3 reinforcing bars spaced at 48 inches o c shall be used to dowel in the new slab to the existing slab This dowelling is to prevent differential vertical movement at the juncture of the old and new slab If additional reinforcement is needed for other structural considerations recommended by the structural engineer, supersede this recommendation SURFACE DRAINAGE Adequate drainage precautions at any site are recommended to minimize foundation and slab settlement Under no circumstances should water be allowed to pond against the footings, foundation Job No 289-300 Page 7 I I _ walls or retaining walls This is especially true along the ™ southern portion of the site where the expansion of the existing • residence is taking place The ground surface surrounding the building should be • relatively impervious in nature, and slope to drain away from the building in all directions for a minimum of 10 feet Roof down • spouts and drains should discharge well beyond the limits of all • backfill and should be diverted away from the tops of slopes to avoid erosion Energy dissipaters should be supplied at all drain • discharges If gutters are not used erosion protection should be provided at the drip line under all roof overhangs I MISCELLANEOUS I Data for this report was derived from surface observations at _ the site knowledge of local conditions, a visual inspection of ™ the soils exposed in the neighboring exploratory excavation The • recommendations in this report are based on the limited soils exposed at this site and the behavior of structures at neighboring I similar sites We do not address the stability of the major geologic units, but only the local conditions of this site We B believe that this information gives a high degree of reliability • for anticipating the behavior of the proposed structure however, our recommendations are professional opinions and cannot control I nature nor can they assure the soils profiles beneath those or adjacent to those observed therefore, no warranties of the I I I accuracy of these recommendations beyond the limits of the obtained data is herein expressed or implied Joo No 289-300 Page 8 I This report is based on the investigation at the described I site and on the specific anticipated construction as stated herein If either of these conditions are changed the results I would also most likely change Man made or natural changes in the _ conditions of a property can also occur over a period of time In ™ addition changes in requirements due to state of the art • knowledge and/or legislation, do from time to time occur As a result the findings of this report may become invalid due to • these changes Therefore this report for the specific site is subject to review and not considered valid after a period of two • years or if conditions as stated above are altered • It is the responsibility of the owner or his representative to insure that the information in this report be incorporated into • the plans and/or specifications and construction of the project It is advisable that a contractor familiar with construction • details typically used to deal with the local subsoil and seismic • conditions be retained to build the structure It must also be noted that no home should be expected to • remain totally free of cracks and minor signs of distress The flexible nature of wood-frame residential structures allows them | to respond to minor movements resulting from even minor settlement « of fill soils or uplift from expansive soils Such movement can • result in visible cracking of brittle wall surfaces such as stucco I or interior plaster It is often difficult, especially when additions to existing structures are being constructed, to I I determine if such nonstructurally significant cracking is due to beaiing soil conditions since material and construction Job No 289-300 Page 9 I I I I I I I I I I I I I I I I I I I deficiencies may produce the same distress features If you have any questions regarding this report, or if we can be of further service please do not hesitate to contact us We hope the report provides you with necessary information to continue with the development of the project Very truly yours RANDALL & ASSOCIATES, INC fobert J Randall President California RGE#000707 RJR/dh Job No 289-300 Page 10 SITE MILES SAN DIEGO COUNTY N IMF I IMC 5TE VICIN TY MAP andall ft Associates T Inc. Englnttrlnj — Centulianti Mattrlalt T«ttlnj «19 753 RB54 MILLER ADDITION - 300 FIGURE Ho NJ s TE LOCATION andali ft Associate* T Inc. Enjlntirlnj — Consultant* Mattrlalt Tcttlnj 755 §§54 MILLE.R ADDITION 2.£9~3OO FIGURE Mo endalt & Associate? 11nc. Engineering — Cent ultantt Materials T«t ttn« I TEST PIT NO 1 Equipment Dimension Date logged Shovel 2x2x3 deep 10/16/89 Datum Slab = 100 Groundwater depth Logged by Elevation 100 N/A RJR D e P t h (ft) f H - - - _ - ~~ _ - 4 - - - - 5 - S y m b H 0 1 h — J h — - Location Center of existing south side wall H h i . _i i US [Field description CS|and classification SMiSAND silty to silt sandy, SPjfine grained roots and root OM[ hairs brown, slightly moist, vl loose FILL-TOPSOIL SMISAND silty to silty sandy, SP| brown, medium stiff, slightly ML [mo 1st | [ RESIDUAL !iiiiiiiii [A concrete pad for under- Spinning the existing footing [was exposed from 12 - 20 [adjacent to this test pit I 1 1 t 1 1 I 1 1 Field h-H S Ha m P 1— M h — App Dens (PCf) h H App Mo is % \. Laboratory +• j Dry Dens pcf ». Nat Mois 1- H . (. Exp Ind ._«. — — . (. Misc L .1 ._ UC=1 0 UC=2 5 UC Hand penetration test [Job Name Miller Addition (uiT /"* f^ n *i T n r* f\ n °f~ T* ^ n o "H ri IF n f ^ 1 [Site location 1314 Chuparosa Way, Carlsbad, CA W WaiHOT* "t* n \\ 1 r* I .... - * ITom & Nathalie Miller [Job No 289-300 D Disturbed sample [P 0 Box 888 [ [305 Laurel +_l U Undisturbed sample IGleneden Beach, OR 97388 [Figure No 4 I | TEST PIT NO 2 j . 1 1 L I • H 1_ • ' 1_ ^H ^B 1 mm __• 1 _ ^1 •H Equipment Dimension Date logged Shovel 3x3x5 deep 10/16/89 Datum Slab = 100 Groundwater depth Logged by Elevation 100 N/A RJR D e P t h (ft) - - - JL - — 2 - - 3 - - - 4 — _ . - - — - — - - S y m b H o 1 Location South side center of wall adjacent to existing - footing K i US [Field description CS [ and classification SPJSAND silty, fine grained SMJ roots, brown, loose, slightly MO [moist FILL-TOPSOIL 1 I SP[SAND silty brown, medium [dense, slightly moist !i ii 1 [ ! Large (3 ) diameter root at [bottom of holei ii ! RESIDUAL iitiiii i [Existing footing was exposed [from 6-12 adjacent to [this test pit ii i iit L _L J- J Field h-H S ha m P D , r 1 App Dens (pcf) App Mo is % Laboratory +4. j Dry Dens pcf Nat Mois Exp Ind Misc UC=1 0 UC=2 5 UC Hand penetration test |Job Name Miller Addition (UlT j~ r"i M f ^ n n A ft 4" V*/T n <_f \ Vi lr n f \ 1iconzmeu Btrengtn .KBI/T — — — ! Site location 1314 Chuparosa Way, Carlsbad, CA ITom & Nathalie Miller [Job No 289-300 D Disturbed sample !P 0 Box 888 ! !305 Laurel +-- U Undisturbed sample [Gleneden Beach, OR 97388 [Figure No 5 I I ..„_.... i i i 1 TEST PIT NO 3 1 " - 1 1 I • 1 1 1 1 • H Equipment Dimension Date logged Shovel 18 x 18 x 2 deep 10/16/89 h — 4. 4- — — — — — — 4- Datum Slab = 100 Groundwater depth Logged by Elevation 100 N/A RJR D e P t h (ft) - - i — 3 - — 4 — - 5 — — — — - S y m b H o 1 Location West side - south end in existing planter H H i US [Field description CSJand classification SP[SAND silty, fine grained, SM| brown, loose, slightly moist [ FILL-TOPSOIL SPJSAND silty, fine grained, SM| brown, medium dense, slightly [moist RESIDUALi i iii 1 1 1 'Existing footing was exposed Jfrom 6-12 adjacent to ithis test pit i ii i iiiiti i | 1 Field S -a m p APP Dens (PCf) APP Mois % Laboratory Dry Dens pcf Nat Mois Exp Ind Misc H j. UC=1 0 UC=2 5 h 4- 4- — 4- 4- 4—4- 4- 4- 4- 4- 4- 4 UC Hand penetration test [Job Name Miller Addition (ui [Site location 1314 Chuparosa Way, Carlsbad,CA [Tom & Nathalie Miller {Job No 289-300 D Disturbed sample jP 0 Box 888 ! [305 Laurel i U Undisturbed sample [Gleneden Beach, OR 97388 [Figure No 6 I I I I I I I APPENDIX A • GRADING SPECIFICATIONS I I I I I I I I I I Suggested Specifications for Placement of Compacted Earth Fill and/or Backfill I I I I I I I I I I I I I I I I I I I APPENDIX A GRADING SPECIFICATIONS Suggested Specifications for Placement of Compacted Earth Fill and/or Backfills GENERAL It 1s advisable that a soils engineer1 be on site to provide observation during filling and grading operations and shall be the owner's representative to Inspect placement of all compacted fill and/or backfill on the project The soils engineer shall Inspect all earth materials prior » to their use, plus the methods of placing, and the degree of compaction obtained MATERIALS Soils used for all compacted fill and backfill shall be approved by the soils engineer prior to their use No material, Including rock, having a maximum dimension greater than 6 Inches shall be placed 1n any structural fill Any fill containing rock should be carefully mixed to avoid nesting and creation of voids In no case shall organic material be used as a ' fill and/or backfill material PREPARATION Q£ SUBQRADE All topsoll, vegetation (Including trees and brush), timber, debris, rubbish, and other unsuitable material shall be removed to a depth satisfactory to the soils engineer and disposed of by suitable means before beginning preparation of the subgrade The subgrade surface of the area to be filled shall be scarified to a minimum depth of 6 Inches, moistened or dried as necessary, and compacted 1n a manner specified below for the subsequent layers of fill Fill shall not be placed on muddy ground |i PLACINQ FILL No organic or other unsuitable material shall be placed 1n the fill, and no fill shall be placed during unfavorable weather conditions, which will be adverse to the fill placement All clods shall be broken Into small pieces,1 and distribution of material 1n the fill shall be such as to preclude the formation of lenses of material differing from the surrounding material The materials shall be delivered to and spread on the fill surface in a manner which will result in a uniformly compacted fill Each layer shall be thoroughly mixed during spreading to Insure -1- I I I I I I I I I I I I I I I I I I I uniformity of material and moisture In each layer Prior to compacting, each layer shall have a maximum thickness of 6 to 10 Inches, and Its upper surface shall bo approximately horizontal Each successive 6 to 10 Inch 11ft of fill being placed on slopes or hillsides should be benched Into the existing elopes, providing good bond between the fill and existing ground. i i MOISTURE CONTROL While being compacted, the fill material in each layer shall, as nearly as practical, contain the amount of moisture required for optimum compaction, and the moisture shall be uniform throughout the fill If, 1n the opinion of the soils engineer, the material proposed for use in the compacted fill 1s too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COMPACTION I I I When an acceptable, uniform moisture content is obtained, each layer shall be compacted by a method acceptable to the soils engineer and as specified in the foregoing rjeport as determined by applicable standards Compaction shall be performed I by rolling with approved equipment, well suited to the soils being compacted If a sheepfoot roller 1s used, it shall be provided With cleaner bars attached 1n a manner which will prevent the accumulation of material between the tamper feet The rollers should I be designed so that effective weight can be Increased. , MOISTURE-DENSITY DETERMINATION Samples of representative fill materials to be placed shall be furnished by the contractor to the soils engineer for deter- mination of maximum density and optimum 'moisture or Relative Density for these materials Tests for this determination will be made using methods conforming to requirements of ASTM D-698, ASTM D-1557 or ASTM D-2049 The results of these tests shall be the basis of control for all compaction effort. DENSITY TESTS The density and moisture content of each layer of compacted fill will be determined by the soils engineer 1n accordance with ASTM D-1556, ASTM D-2167 or ASTM D-2922. Any maUMal found not to comply with the minimum specified density shall be recompacted until the required density 1s obtained. Sufficient density tests shall be made and submitted to support the soils engineer's recommendations The results of density tests will also be furnished to the owner, the project engineer, and the contractor by the soils engineer -2- TRANSITION LOT DETAILS CUT - FILL LOT EXISTING GROUND SURFACE POSSIBLE FINISH GRADE OVEREXCAVATE AND RECOMPAQ REMOVE UNSUITABLE SUITABLE I MATPDIAI AS DETERMINED BYMATERIAL THEGEOTECHNICAL CONSULTANT CUT LOT EXISTING GROUND SURFACE REMOVE UNSUITABLE MATERIAL POSSIBLE FINISH GRADE NOTE OVEREXCAVATE AND RECOMPACT SUITABLE MATERIAL AS DETERMINED BY THEGEOTECHNICAL CONSULTANT MORE EXTENSIVE OVEREXCAVATION AND RECOMPACTION MAY BE RECOMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON ACTUAL FIELD CONDITIONS ENCOUNTERED Fig No STABILITY FILL / BUTTRESS DETAIL OUTLET PIPES 4 0 NONPERFORATED PIPE 100 MAX OC HORIZONTALLY 30 MAX 0 C VERTICALLY BACK CUT I I OR FLATTER BENCH SEESUBDRAIN TRENCH DETAIL LOWEST SUBDRAIN SHOULD BE SITUATED AS LOW AS POSSIBLE TO ALLOW SUITABLE OUTLET KEY WIDTH AS NOTED ON GRADING PLANS 15 MIN 3/4 - I 1/2 CLEAN GRAVEL (3ft 3/ft MIN) 6 MIN OVERLAP NON PERFORATED PIPE PERFORATED PIPE 5* MIN 4 MIN BEDDING FILTER FABRIC ENVELOPE (MIRAFI HON OR APPROVED EQUIVALENT) OR CALTRANS CLASS 2 PERMEABLE MATERIAL SUBDRAIN TRENCH DETAIL NOTES SUBDIAIN INSTALLATION SUBDRAIN PIPE SHOULD BE INSTALLED WITH PERFORATIONS DOWN SUBDIAIN TYPE- SUBDRAIN TYPE SHOULD BE (PVC) OR APPROVED EQUIVALENT SUBDRAIN SHOULD BE CONSTRUCTED ONLY ON COMPETENT MATERIAL AS EVALUTED BY THE GEOTECHINICAL CONSULTANT Fig No SIDE HILL STABILITY FILL DETAIL FINISHED SLOPE FACE PROJECT I TO I LINE FROM TOP OF SLOPE TO OUTSIDE EDGE OF KEY OVERBURDEN OR UNSUITABLE MATERIAL MIN LOWEST KEY BENCH DEPTH (KEY) EXISTING GROUND SURFACE FINISHED CUT PAD SEE TRANSITION LOT DETAIL IF APPLICABLE COMPETENT MATERIAL AS EVALUATED BY THEGEOTECHNICAL CONSULTANT NOTE SUBDRAIN DETAILS AND KEY WIDTH RECOMMENDATIONS TO BE PROVIDED BASED ON EXPOSED SUBSURFACES CONDITIONS Fig No f\-3 FILL SLOPE KEY AND BENCHING DETAILS PROJECT I TO ! LINE FROM TOE OF SLOPE TO COMPETENT MATERIAL EXISTING GROUND SURFACE MAXIMUM RECOMENDED SLOPE T 2 MIN KEY DEPTH r-15 MIN LOWEST BENCH (KEY) H BENCH REMOVE UNSUITABLE MATERIAL FILL - OVER - CUT SLOPE EXISTING GROUND SURFACE COMPACTED FILL CUT SLOPE U-15 MIN—J LOWEST 2 BENCH MIN (KEY) KEY DEPTH NOTE REMOVE UNSUITABLE MATERIAL BACK DRAIN MAY BE RECOMMENMDED AND/OR BENCH DIMENSION RECOMMENDATIONS MAY BE ALTERED BY GEOTECHNICAL CONSULTANT BASED ON FIELD CONDITIONS ENCOUNTERED Fig No RETAINING WALL DRAINAGE DETAIL RETAINING WALL WALL WATERPROOFING PER ARCHITECTS SPECIFICATIONS WEEP HOLES 4 0 OC HORIZ AND VERTICAL FOR EXTERIOR WALLS TYP SOIL BACKFILL COMPACTED TO 80 PERCENT PROCTOR DENSITY (ASTMDI557) FILTER FABRIC ENVELOPE (MIRAFI 14ON OR APPROVED EQUIVALENT)** 3/4 1-1/2 CLEAN GRAVEL** 4 (MIN ) DIAMETER PERFORATED PVCPIPE (SCHEDULE 40 OR EQUIVALENT) WITH PERFORATIONS ORIENTED DOWN AS DEPICTED MINIMUM I PERCENT GRADIENT TO SUITABLE OUTLET WALL FOOTING 3 MIN SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL COMPETENT BEDROCK OR SUITABLE MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT U S STANDARD SIEVE SIZE I 3/4 3/8 No No No No No 4 8 30 50 200 PASSING 100 90- 100 40- 100 25 40 18-33 5 15 0-7 0-3 SAND EQUIVALENT > 75 ** IF CALTRANS CLASS 2 PERMEABLE MATERIAL (SEE GRADATION TO LEFT) IS USED IN PLACE OF 3/4 - 1-1/2 GRAVEL FILTER FABRIC MAY BE DELETED CALTRANS CLASS 2 PERMEABLE MATERIAL SHOULD BE COMPACTED TO 90 PERCENT PROCTOR COMPACTION NOT TO SCALE Fig No /\-5~ BENCHING 6 MIN OVERLAP 3/4 - I 1/2 CLEAN GRAVEL (9C F / ft MIN ) CANYON SUBDRAIN DETAILS SUBDRAIN TRENCH SEE BELOW REMOVE UNSUITABLE MATERIAL SUBDRAIN TRENCH DETAILS FILTER FABRIC ENVELOPE (MIRAFI MON OR APPROVED EQUVALANT)* 4 MIN {EARING 6 MIN OVERLAP 3/4 - 1-1/2 CLEAN GRAVEL 6 0 MIN - PERFORATED PIPE * IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4 11/2 GRAVEL FILTER FABRIC MAY BE DELETED DESIGN FINISH GRADE DETAIL OF CANYON SUBDRAIN SUBDRAIN TRENCH SEE ABOVE 15 MIN NONPERFORATED 6 0 MIN PERFORATED "5 MIN 6 0MIN PIPE NOTE FOR SUBDRAIN TRENCH NOTES SEE STABILITY FILL DETAIL CERTIFICATION OF COMPLIANCE ^ A CITY OF CARLSBAD Plan Check No Q J ~ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department SCHOOL ZIISTRICT Carlsbad Unified _ San Marcos Unified 6350 Yarrow Drive Ste A 270 West San Marcos Blvd Carlsbad CA 92009 (438-5710) San Marcos CA 92069 (744-4776) Encinitas Union Elementary _ San Dieguito Union High School 189 Union Street 710 Encinitas Boulevard Encinitas, CA 92024 (944-4306) Encinitas CA 92024 (753-6491) Project Applicant X/ P-^ _ APN /&, - //O -*/ Project Address / 3 / ^ d>7 u £ /4 £ 0 ~S^ (*J A j/ / x^ RESIDENTIAL SQ FT of living area /£/ C~ Number of dwelling units SQ FT of covered area SQ FT of garage area COMMERCIAL/ INDUSTRIAL SQ FT AREA VjPrepared By •:-~-4_J^-XxX) XJ3&>—:>^—^---qv\ Date /O FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1 1986 (other school fees paid) Other Residential Fee Levied $ i, H£O 0<S based on L ^M§^ sq ft @1— —^ -±4 Comm/Indust Fee Levied $ based on sq ft @ r ,» District Official Title Date AB 2926 and SB 201 fees are capped at $1 56 per square foot for residential AB 2926 is capped at $ 26 per square foot for commercial/industrial » » * t Miller Ch Carlsbad, CONTENTS /, Comparison of Sfahdard + fVoposed 2, CF-1R Report -For Miller*. — Add.fi on f £x>'s\f»»<««'1'ii**l- ^ tAte M1. 1 |er 3 /3/V u Standard CL ft-oposcd /IcUf ^16H -f Bf i 5"g. 33 COMPLIES CERTIFICATE OF COMPLIANCE RESIDENTIAL Project Title Project Address Documentation Author Company Telephone Compliance Method Climate Zone ADDITION & EXISTING 1314 CHUPAROSA WAY CARLSBAD RON MOORE RON MOORE TITLE 24 619/436-6736 MICROPAS3 by Enercomp, Inc 7 Page 1 CF-1R Date U9/29/89 1 Building Permit tt ' i i 1 Plan Check / Date , Field GhecF/ Date ==========: MICROPAS3 v3 01 File-MILLER3 Weather-CTZ07 Program-FORM CF-1R User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER3 GENERAL INFORMATION Conditioned Floor Area Building Type Building Front Orientation Number of Dwelling Units Number of Stories Floor Construction Type Infiltration Control 2586 sf Single Family Detached Front Facing 30 deg CE) 1 2 Raised Floor Standard BUILDING SHELL INSULATION Component Insul Type R-value Location/Comments Wall Roof Roof SlabEdge Door FloorExt R-ll R-30 R-19 R-0 R-0 R-19 CEC MIN STD vented unvented to outside, to door to exterior garage GLAZING Glazing OrientatJ Window Window Window Window Skylight ion Front <E) Back (W> Right <H> Left <S> Horz Area # (sf » P 126 181 12 108 25 of anes 2 2 2 2 2 Interior Shading None None None None None Exterior Shading None None None None None Overhant None None None None None Framing 3 Type Metal Metal Metal Metal Metal THERMAL MASS Type SlabOnGrade SlabOnGrade InteriorHorz Area Thickness Hard Surfaced/ (sf) (in.) Exposed Location/Comments 23 80 116 4 3 1 5 5 O Yes No Yes SEE SEE SEE ATTACHED ATTACHED ATTACHED TM TM TM SUMMARY SUMMARY SUMMARY CERTIFICATE OF COMPLiANCE RESIDENTIAL Page 2 CF-1R = = = = = = = = = = = = = = = = = = =: = = = = =:=: = =: = = = = = = = = =:=:=; = = = = = = =: = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = :::: Project Title ADDITION & EXISTING Date 09/19/83 MICROPAS3 v3 01 File-MILLER3 Weather -CTZ07 Program-FORM CF-1R User#-MP0354 User -RON MOORE TITLE 24 Run-MILLER3 ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R-valne Gas 0 720 SE Attic R-5 Air Conditioner 8 90 SEER Attic R-5 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Stub1) Cor approved equal") Heating 0 72 65000 DAY & NIGHT 394J048O65 Cooling 8 9/OVER OPTIONAL/ANY APPROVED Cooling Coil OPTIONAL/ANY APPROVED CEC Maximum Output for Gas Central Furnaces 78721 Btuh WATER HEATING SYSTEMS Tank Capacity Manufacturer and Model # Energy System Type (gal) Cor approved equal) Credits Storage, Gas 62 8 A 0 SMITH BT-065 Nine SPECIAL FEATURES/REMARKS ********** IMPORTANT NOTES * PLEASE READ *********** NOTE A OWNER AND DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT SIGNED CALCULATIONS INDICATE THAT OWNER AND DESIGNER UNDERSTAND TITLE 24 COMPLICANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN QUESTIONS'? CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT 619/436-6736 BEFORE MAKING EXPENDITURES NOTE B CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO ANY WORK BEING DONE EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AND WARRANT SYSTEM PERFORMANCE HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT (SPECIFIED CAPACITY «< EQUAL OR BETTER EFFICIENCY) IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY (1) OWNER CD DESIGNER AND (3) DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL WORh CERTIFICATE OF COMPLIANCE RESIDENTIAL Page 3 CF-1R Project Title ADDITION It EXISTING Date 09/13/89 ! MICROPAS3 v3 Ol File-MILLER3 Weather-CTZO7 Program-FORM CF-1R ! User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER3 SPECIAL FEATURES/REMARHS NOTE C FOR FURNACE SPEC SEE CEC MANUAL P40U-S9-023 Page 37 NOTE E FOR WATER HEATER SPEC SEE CEC MANUAL P400-89-024 Page 1 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative CDde This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building When this certificate of compliance is submitted for a single building plan ta be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section Name Company Address Phone Li cense Signed Name Company Address Phone Signed DESIGNER TOM GOLDEN DESIGNER P 0 BOX 28 ROSE LODGE OREGON 503/994-6545 (date) DOCUMENTATION AUTHOR RON MOORE RON MOORE TITLE 24 705 REGAL ROAD ENCINITAS, CA 92O24 619/436-6736 Name Company Address Phone Signed Name Title Agency Phone Signed OWNER TOM MILLER HOMEOWNER GLENEDEN BEACH OR 97388 503/764-3194 (date) ENFORCEMENT AGENCY fdate) COMPUTER METHOD SUMMARY Page 1 C-2R Project Title ADDITION Date O9/29/89 Project Address 1314 CHUPAROSA WAY CARLSBAD ' Dicumentaticn Author RON MOORE Building Permit # ! Company RON MOORE TITLE 24 ' Telephone 619/436-6736 Plan Check / Date , Compliance Method MICROPAS3 by Enercomp, Inc • Field Chect/ Date . Climate Zone 7 MICROPAS3 v3 01 File-MILLERl Weather-CTZ07 Program-FORM C-2R ! User#-MP0354 User-RON MOORE TITLE 24 Run-MiLLER1 MICROPAS3 ENERGY USE SUMMARY Energy Use Standard (kBtu/sf-yr) Design Space Heating 5 45 Space Cooling 12 89 Water Heating 15 89 Total 34 23 *** Proposed Energy Use not calculated *** = «SSS2£ S£££SS±«5S2ZS3S!Z«~~~~!S5~ — »!5w5SS!3S3»«M« — SS!S!™Z5««»:!Z GENERAL INFORMATION Conditioned Floor Area 1221 sf Building Type Single Family Detached Building Front Orientation Front Facing 90 deg <E> Number of Dwelling Units 1 Number of Building Stories 2 Weather Data Type ReducedYear Construction Type Raised Floor Number of Building Zones 1 Conditioned Volume 9768 cf Footprint Area 258 5 sf Slab-On-Grade Area K>2 sf Glazing Percentage 19 4 7 Df FA Average Ceiling Height 8 ft BUILDING ZONE INFORMATION Flcor Vent Special Cond- Area Volume # of Thermostat Height Vent Area Zsne Type itioned (sf> Ccf> Units Type (ft) (sf> HOUSE Residence Yes 1221 9768 1 OO Setback 8 O n/a COMPUTER METHOD SUMMARY Page I C-IR Project Title ADDITION Date O9/I3/8J MICROPAS3 v3 Ol File-MILLERl Weather-CTZ07 Program-FORM C-IR ! User#-MP0354 User-RON MOORE TITLE 24 Run-MILLERl OPAOUE SURFACES Surface Area <sf > U- valne Insul R-val Act Asmth Ti 1 t Sclar Gains Location/ Comments Fc rm Ref ei «-**_f "ence HOUSE 3 4 5 6 9 10 11 Wall Wall Wall Wall Roof Roof Door DC or FloorExt 258 380 355 449 850 371 12 13 157 0 0 0 0 0 O 0 0 0 098 098 098 098 033 054 330 33o 049 R-ll R-ll R-ll R-ll R-30 R-19 R-0 R-0 R-19 90 270 360 ISO 30 90 270 180 0 30 30 90 90 23 23 90 9o 0 Yes Yes Yes Yes Yes Yes Yes Yes No CEC MIN STD CEC MIN STD CEC MIN STD CEC MIN STD vented unvented door door to exterior PERIMETER LOSSES Surface HOUSE 7 SlabEdge 8 SlabEdge Length <ftl 8 40 F2 Factor 0 900 0 720 Insul R-val R-0 R-0 Location/Comments to outside to outside GLAZING SURFACES Surface HOUSE 1 Window I Window 3 Window 4 Skylight Area <sf) 34 70 108 25 # of Panes •—IA. 2 o -t Frame Type Metal Metal Metal Metal Open Type Slider Slider Slider Slider U- val 0 0 O 0 Lue 65 65 65 64 Act Azmth 90 270 180 90 Tilt 90 90 9O (> sc Glass Only 0 77 0 77 0 77 0 77 Interior Shade Type None Ncne None None SC Gls+ Shade 0 77 0 77 0 77 » 77 THERMAL MASS Mass Type Area (sf ) Thief Cinl Heat Cap Conduct- ivity Surface R-value L : cati rn/Comments HOUSE 1 SlabOnGrade 23 45 28 0 0 98 R-0 I SlabOnGrade 80 35 28 o O 98 R-2 3 InteriorHorz 116 10 24 O o 67 R-0 SEE ATTACHED TM SUMMARY SEE ATTACHED TM SUMMARY SEE ATTACHED TM SUMMARY COMPUTER METHOD SUMMARY Page 3 C-IR Prrject Title ADDITION Date O9/29/83 MICROPAS3 v3 Ol File-MILLERl Weather-CTZ<>7 Program-FORM C-2R User#-MP0354 User-RON MOORE TITLE 24 Run-MILLERl HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R-value Efficiency HOUSE Gas 0 720 SE Attic R-5 0 888 Air Conditioner 8 SO SEER Attic R-5 0 878 WATER HEATING SYSTEMS Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ********** IMPORTANT NOTES * PLEASE READ *********** NOTE A OWNER AND DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT SIGNED CALCULATIONS INDICATE THAT OWNER AND DESIGNER UNDERSTAND TITLE 24 COMPLICANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN QUESTIONS^ CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT 619/436-6736 BEFORE MAKING EXPENDITURES NOTE B CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO ANY WORK BEING DONE EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AND WARRANT SYSTEM PERFORMANCE HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT (SPECIFIED CAPACITY & EQUAL OR BETTER EFFICIENCY) IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY Cn OWNER <2> DESIGNER AND (.3) DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL WORK NOTE C FOR FURNACE SPEC SEE CEC MANUAL P40O-00-023 PG 40 NOTE D FOR AC COOLING UNIT SPEC SEE CEC MANUAL P4OO-00-021 PG 53 NOTE E FOR WATER HEATER SPEC SEE CEC MANUL P400-00-O24 PG 1 HVAC SIZING Project Title Project Address Documentation Author Ccmpany Telephone Compliance Methcd Climate Zone ADDITION 1314 CHUPAROSA WAY CARLSBAD RON MOORE RON MOORE TITLE 24 619/436-6736 MICROPAS3 by Enercomp, Inc 7 Page 1 HVAC Date 03/13/83 i Building Permit # Plan Chect 7 Date I 1 FieTd~ChecT7~Date MICROPAS3 v3 01 File-MILLERl Weather-CTZ07 Program-HVAC SIZING ! User#-MP0354 User-RON MOORE TITLE 24 Run-MILLERl ! GENERAL INFORMATION Floor Area Volume Sizing Location Latitude Winter Outside Design Winter Inside Design Slimmer Outside Design Summer Inside Design Summer Range Shading Used Latent Load Fraction 430 Sf 4414 cf LONG BEACH AP 33 S degrees 38 F 70 F 90 F 78 F 21 F Yes 0 20 HEATING AND COOLING LOAD SUMMARY Description Opaque ConductiDn and Solar Glazing Conduction Glazing Solar Inf iltratiDn Internal Gain Ducts Sensible Load Latent Load Total Load Heating CBtuh)" 3589 3976 n/a 2456 n/a 0 10t)21 n/a 10021 Cooling CBtuhJ 1973 1491 3355 453 1 Z< )O 0 9084 1817 10901 NDte The loads shown are snly one sf the criteria affecting the selection sf HVAC equipment Other relevant design factors such as air flrw requirements, outdoor design temperatures, coil sizing, availability :f equipment, oversizing safety margin, etc , must also be considered It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment CEC Mavimum for gas central furnaces only 45000 Btuh owner Job location Climate zone Run title/File name TOM MILLER CARLSBAD 7 MILLER1 GLAZING Page 2 FRONT Code 1 1A ••>*. "CR3 Ch/R] # Wth Ht 233 1 2 2 143 TOT 18 4 12 o 0 0 0 0 0 0 0 0 Ovrh 0 0 O 0 0 0 0 0 0 0 0 0 BACK Code 3 4 FrB - CR] Ch/RD # 2 1 2 - Wth Ht TOT 5 4 40 333 19 56 21 - O O _ O O I o 0 0 0 I o O 0 3 0 0 O 0 0 0 O 0 O Ovrh - TOTAL <N>34 TOTAL CS-)70 2B RIGHT Code # Wth Ht _ _ _ _ _ - - FR: Ch/R] _ I TOT 0 0 0 O 0 0 0 0 O 0 0 0 Ovrh 0 0 0 0 0 o I 0 0 0 0 0 0 LEFT Code 4 3 FrC 10 11 CR3 Ch/R3 4t 1 1 2 2 2 Wth 3 5 2 4 4 1 5 Ht 3 4 5 6 5 4 TOT 9 20 2S 40 12 0 0 o 0 o 0 0 0 O 3 O O 0 o o o 0 o 0 Ovrh _ - - - TOTAL O TOTAL <W> WIN GLAZ SKYLITES TOTAL PERCENT 107 8 212 2 25 237 1 0 134 MASTER MICROPAS DATA TAKE-OFF/INPUT SUMMARY RON MOORE, TITLE 24 CONSULTANT * 619/436-6736 Notice to building official The data on these sheets was was gathered from the plans submitted by our client It was subsequently input into MICROPAS 3 for calculation If drawings submitted to you vary signif- icantly, discrepancy should be noted on correction sheet and all docu- ments should be returned for re-calculation Page 1 IS-Sep-89 Job owner Job location Climate zone Run title/File name Type (SFR=1/CLU=2) TOM MILLER CARLSBAD 7 MILLER1 1 THERMAL MASS SUMMARY THERMAL MASS #1 Concrete without carpet BATH 3 4 5" SLAB MASTER BATH 1"TILE BATH #2 1'TILE THERMAL MASS #2 Carpet over concrete THERMAL MASS #3 Vertical mass 22 5 63 52 5 138 73 5 TOTAL TOTAL N/A TOTAL THERMAL MASS #4 ERR TOTAL PROPOSED CONSTRUCTION ASSEMBLY RESIDENTIAL TOPH 1C Pr isct Title Cnf-rcement Agenc/ Js^ Onl\ v)ILLERl ___ Pr jecl-|__catiin Building permit numbe CARLSBAD Climate Z.ne Date Checl-ed b/ Dat-o 7 I3-Sep-83 ROOF R List if cimpinents ^-^aiue R 1 ROOFING MAT'L o "2 R I BUILDING PAPER ) it, R NOT VENTED 0 I/I PLYWOOD n bl R 4 R 5 R-13 INSULATION 5 <H> R 6 I/I ' DRYWALL n 45 AXXXXXXXXXXXXXXXXXXX 7 Inside Surfaue Air Film n 7" ' ' ' 8 Outside Surface Air Film o OS (SI-etch if Assembly) TOTAL THERMAL RESISTANCE I. bl Framing Size Framing Spacinq I 14 0 C Unven-<-ed attic factir RT = 1 DO 2.1 Si AVERAGE U VALUE OF ASSEMBLY 1 17 II bl o54 Framing Factir / Rt (frim abive) = BTU i(r H**X*#-* COMPUTER METHOD SUMMARY Page 1 C-IR Project Title EXISTING Date O3/29/89 Project Address 1314 CHUPAROSA WAY CARLSBAD Documentation Author RON MOORE ! Building Permit tt Company RON MOORE TITLE 24 \ ' Telephone 619/436-6736 ' Plan Chect / Date Compliance Method MICROPAS3 by Enercomp, Inc ' Field Check/ Date ! Climate Zone 7 --------------------- s — — :s:3333S33SSSs:sss:3:5;£:s!ss3S!5!is:s:s:3:ssss! — ssisssssssisissi ! MICROPAS3 v3 01 File-MILLER2 Weather-CTZ07 Program-FORM C-2R ! User#-MP0354 User -RON MOORE TITLE 24 Run-Mi LLER2 MICROPAS3 ENERGY USE SUMMARY « Energy Use Proposed = <kBtu/sf-yr) Design Space Heating 22 53 = Space Cooling 43 15 = Water Heating 14 21 Total 79 89 *** Standard Energy Use not calculated *** GENERAL INFORMATION Conditioned Floor Area 1365 sf Building Type Single Family Detached Building Front Orientation Front Facing 90 deg Number of Dwelling Units 1 Number of Building Stories 1 Weather Data Type ReducedYear Floor Construction Type Slab On Grade Number of Building Zones 1 Conditioned Volume 10920 cf Footprint Area 1365 sf Slab-On-Grade Area 1365 sf Glazing Percentage 16 8 7 3f FA Average Ceiling Height 8 ft BUILDING ZONE INFORMATION Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area Zone Type itisned Csf) (.cf) Units Type (ft) (sf) HOUSE Residence Yes 1365 10920 1 00 Setback 2 0 n/a COMPUTER METHOD SUMMARY Page 2 C-2R Project Title EXISTING Date O9/29/83 ! MICROPAS3 v3 01 File-MILLER2 Weather-CTZ07 Program-FORM C-2R ! User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER2 ! OPAQUE SURFACES Surface HOUSE 1 Mall 2 Wall 3 Mall 4 Wall 5 Roof 10 Door 1 1 Door Area <sf > 288 283 314 303 1365 36 13 U- value 0 0 0 0 0 0 0 571 571 571 571 275 330 330 Insul R-val R-0 R-0 R-0 R-0 R-0 R-0 R-0 Act Azmth 30 270 360 ISO 90 90 270 Tilt 90 90 90 30 23 90 90 Solar Gains Yes Yes Yes Yes Yes Yes Yes Location/ Fcrm 3 Comments Reference vented door door PERIMETER LOSSES Surface HOUSE 6 SlabEdge 7 SlabEdge 8 SlabEdge 3 SlabEdge Length (ft) 6 136 8 33 F2 Factor 0 900 0 720 0 550 o 500 Insul R-val R-0 R-0 R-0 R-0 Location/Comments to outside to outside to garage to garage GLAZING SURFACES Surface Area # nf Frame <sf) Panes Type Open Type U- value Act Azmth Tilt SC Glass Only Interior SC Shade Gls+ Type Shade HOUSE 1 2 3 4 Window Window Window Window 83 110 12 23 1 1 1 1 Metal Metal Metal Metal Slider Slider Slider Slider 1 1 1 1 10 10 10 10 90 270 360 18n 90 30 90 90 0 0 0 0 88 88 88 88 None Ncne None None 0 O 0 o 88 88 88 88 Mass Type THERMAL MASS Area Thick Heat Conduct- Surface <"sf> (in.) Cap ivity R-value Location/Comments HOUSE 1 SlabOnGrade 2 SlabOnGrade 79 1286 3 5 3 5 28 28 0 0 0 0 98 38 R-O R-2 SEE SEE ATTACHED ATTACHED TM TM SUMMARY SUMMARY COMPUTER METHOD SUMMARY Page 3 C-2R = = = = = = = = = = := = = = ss = = 3 = = = := = = = = = = = = s=: = ss:=:5=: = = = = = = = ss = = = == = = = = = = = =5 = = = = = = =!=:=: = = = = s = = = = =: = =; = Project Title EXISTING Date O9/29/89 MICROPAS3 v3 01 File-MILLER2 Weather -CTZ07 Program-FQRM C-ZR \ \ User#-MP0354 User -RON MOORE TITLE 24 Run-Mi LLER2 HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R-value Efficiency HOUSE Gas 0 720 SE Attic R-5 0 828 Air Conditioner 8 90 SEER Attic R-5 0 818 WATER HEATING SYSTEMS Water Heater to meet minimum CEC Standards SPECIAL FEATURES/ REMARKS ********** IMPORTANT NOTES * PLEASE READ *********** NOTE A OWNER AND DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT SIGNED CALCULATIONS INDICATE THAT OWNER AND DESIGNER UNDERSTAND TITLE 24 COMPLICANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN QUESTIONS'? CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT 613/436-6736 BEFORE MAKING EXPENDITURES NOTE B CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO ANY WORK BEING DONE EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AND WARRANT SYSTEM PERFORMANCE HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT (SPECIFIED CAPACITY & EQUAL OR BETTER EFFICIENCY) IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY (!) OWNER <2"> DESIGNER AND <3> DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL NOTE C FOR FURNACE SPEC SEE CEC MANUAL P4OO-00-023 PG 40 NOTE D FOR AC COOLING UNIT SPEC SEE CEC MANUAL P4OO-OO-021 PG 53 NOTE E FOR WATER HEATER SPEC SEE CEC MANUL P4OO-OO-024 PG 1 HVAC SIZING Page 1 HVAC PrDject Title EXISTING Date 03/13/89 Prcject Address 1314 CHUPAROSA WAY CARLSBAD ' • Documentation Author RON MOORE ' Building Permit # CDmpany RON MOORE TITLE 24 ! ' Telephone 619/436-6736 , Plan Checl- / Date , Compliance Methcd MICROPAS3 by Enercomp, Inc ' Field Checl' / Date , Climate Zone 7 MICROPAS3 v3 01 File-MILLER2 Weather-CTZ07 Program-HVAC SIZING ! User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER2 GENERAL INFORMATION Floor Area 1365 sf Volume 10920 cf Sizing Location SAN DIEGO AP Latitude 32 7 degrees Winter Outside Design 42 F Winter Inside Design 70 F Summer Outside Design S3 F Summer Inside Design 78 F Summer Range 13 F Shading Used Yes Latent Load Fraction 0 20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar Glazing Conduction Glazing Solar Infiltration Internal Gain Ducts Sensible Load Latent Lead Tctal Lead Heating <Btuh> 33416 7044 n/a 5030 n/a 4549 50039 n/a 50039 Cooling tBtuh) 21136 1258 13243 383 9300 4533 43853 9972 59831 Note The loads shown are unly one 3f the criteria affecting the selection of HVAC equipment Other relevant design factors such as air fl;w requirements, outdoor design temperatures, GDI! sizing, availability :f equipment, oversizing safety margin, etc , must also be considered It is the HVAC designer's responsibility to consider all factrrs when selecting the HVAC equipment CEC Maximum for gas central furnaces only 1 3 x C 50039 + (10 y 1365) •> = 82796 Btuh Job 3wner « Job location Climate znne Run title/File name TOM MILLER CARLSBAD 7 MILLER2 GLAZING Page 2 FRONT Code # Wth Ht 5165 6 2 167 7185 IR1 I I Ch/R] TOTAL (ISO TOT 30 13 40 0 0 0 0 0 0 0 O 0 S3 Ovrh 0 4 O 0 0 0 ~_ O 0 0 0 0 0 ~_ 4 BACK Code 2 8 8A FrE 7 CR3 Ch/R3 # 1 2 1 2 1 - Wth 1 2 - 4 5 4 4 8 TOTAL Ht 3 4 5 4 5 5 6 5 eS> TOT 12 13 18 26 40 0 0 0 O 0 0 0 Ho 0 5 0 3 0 0 O o 0 o 0 u 3 Ovrh - - RIGHT Code # Wth Ht 3134 - - _ _ CR] Ch/R] _ TOTAL <EJ TOT 12 0 0 0 0 0 0 0 0 0 0 O ] 0 0 0 0 0 0 0 <J 0 0 0 0 12 ! LEFT Ovrh , Code # Wth Ht - ! 12 1 5 4 ! 13 1 215 _ ! _ _ i _ ' _ _1 i i_ i IMi _ ' CR3 I Ch/R] I ~_ TOTAL <.W> WIN GLAZ SKYLITES TOTAL PERCENT TOT 20 3 0 0 0 0 0 0 0 0 0 0 228 228 0 1 O O O 0 0 0 0 o 0 0 0 o 23 8 o 7 67 Ovrh _ - - - — MASTER MICROPAS DATA TAKE-OFF/INPUT SUMMARY RON MOORE, TITLE 24 CONSULTANT * 619/436-6736 Notice to building official The data on these sheets was was gathered from the plans submitted by our client It was subsequently input into MICROPAS 3 for calculation If drawings submitted to you vary signif- icantly, discrepancy should be noted on correction sheet and all docu- ments should be returned for re-calculation Page 1 29-Sep-83 Job owner Job location Climate zone Run title/File name Type <SFR=1/CLU=2J TOM MILLER CARLSBAD 7 MILLER2 1 THERMAL MASS SUMMARY THERMAL MASS #1 Concrete without carpet BATH 35" SLAB LAUNDRY 3 5" SLAB 27 52 THERMAL MASS #2 Carpet over concrete THERMAL MASS #3 Vertical mass 79 TOTAL 1286 TOTAL N/A TOTAL THERMAL MASS #4 ERR TOTAL PROPOSED CONSTRUCTION ASSEMB! V Pv-ject Title RESIDENT Au. Enfircement Aqcnc/ Use Onl / P i LL.t.K.- ^r i ject Li cat i _ n CARLSBAD Climate Zine Date WALL y vw v w 7 X YYYYYY Z X WV V W 7T T T T T T «.. X YYYYYY Z X YYYYYY Z X YYYYYY Z X YYYY/Y Z • Si-etch -f Assembly) Framing Size Framing 4 16 Q"C •**•*•* *#•*•*••*•*•*•* 1 *. l~^i_P 4 5 b 7 8 Spacing Building permit numLei Checl- ed by Da e *#****#*##**-***-* * + *•*•*• •»*")•• *)<-*"T ******* -if-4 if c mpinenLs P-^lia STUCCO u IS BUILDING PttPEP n DU R-n INSULATION '» o I/I DRYWALL c 41 Inside Surface An Film o 63 Outside Surface Air Film '' 1)c TOTAL THERMAL RESISTANCE 1 "*5 AVERAGE U VALUE OF ASbEMBL / Framing •*-*#**•*•*•**•*•****••**•*****•** POOF/CEILING R R R R R R R xxxxxxxxxxxxxxxxxxxx (SI- etch f Assembly) 1 on 1 75 Factir / Rt •*•*#•*•*•*#•**•*•** List 1 j— *-\W 4 5 6 7 a i j ~* ^ 'frum ab;ve> = BTU/m *##*#*****#* i*--**-******-******-*-**-*-*-*^- -•• if cimpinents P- a± le ROOFING MAT" L " ^3 BUILDING PAPER ) >t- l/I1 PLYWOOD u to. ATTIC AIR SPACE ^ n R-n INSULATION " o ; 1/1 DRYWALL i) 45 Inside Surface Air Film <•> 7^ Outside Surface Air Film > 28 TOTAL THERMAL RESISTANCE C bl Framing Size Rented attic Framing Spacing 14 0 C factir RT = Framing 1 17 Fact:r 1 18 AVERAGE U VALUE OF ASSEMBLE 4 16 / Rt (fr.m ab-ve > = ! _ BTU/hi- COMPUTER METHOD SUMMARY Page 1 C-IR Project Title ADDITION » EXISTING Date O9/I9/89 Project Address 1314 CHUPAROSA WAY CARLSBAD • Documentation Author RON MOORE Building Permit tt C:mpany RON MOORE TITLE 24 , Telephone 619/436-6736 . Plan Check / Date ! . Csmpliance Method MICROPAS3 by Enercomp, Inc ! Field Chect / Date ! Climate Zone 7 ===================================================3=========================== MICROPAS3 v3 01 File-MILLER3 Weather-CTZ07 Program-FORM C-2R ! ! User#-MP0354 User-RON MOORE TITLE 24 Run-MiLLER3 ZSSSSSSKSSBSSSISKSSSSSSSSSSISSJSISIS — SSSISStSISSSS^SSJSISISSSS^ MICROPAS3 ENERGY USE SUMMARY = Energy Use Proposed = = (kBtu/sf-yrJ Design = = Space Heating 5 18 = = Space Cooling 12 08 = Water Heating 8 04 Total 25 30 = *** Standard Energy Use not calculated *** GENERAL INFORMATION Conditioned Floor Area 2586 sf Building Type Single Family Detached Building Front Orientation Front Facing 30 deg <EJ Number of Dwelling Units 1 Number of Building Stories 2 Weather Data Type ReducedYear Floor Construction Type Number sf Building Zones Conditioned Volume Footprint Area Slab-On-Grade Area Glazing Percentage Average Ceiling Height Raised Floor 1 22729 cf 258 5 sf 102 sf 17 5 / cf FA 8 8 ft BUILDING ZONE INFORMATION Zone Type Cond- itioned Floor Area (sf ) Volume # of Thermostat (cf> Units Type Vent Special Height Vent Area (ft) (sf) HOUSE Residence Yes 2586 22729 1 00 Setback 8 0 n/a COMPUTER METHOD SUMMARY Page I C-2R Project Title ADDITION ?< EXISTING Date "3/23/83 MICROPAS3 v3 Ol File-MILLER3 Weather-CTZO7 Program-FORM C-IR User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER3 OPAQUE SURFACES Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Roof 6 Roof 11 Door 12 Door 13 Door 14 FloorExt Area (sf ) 537 663 668 553 1096 371 36 25 13 157 U- value 0 0 0 0 0 0 0 0 0 0 098 038 098 038 033 054 330 330 330 049 Insul R-val R-ll R-ll R-ll R-ll R-30 R-19 R-0 R-0 R-0 R-19 Act Azmth 90 270 360 180 90 90 90 270 180 0 Tilt 90 90 90 90 23 23 90 90 90 0 Solar Gains Yes Yes Yes Yes Yes Yes Yes Yes Yes No Location/ Form 3 Comments Reference CEC MIN STD CEC MIN STD CEC MIN STD CEC MIN STD vented unvented ^•^-Q^^&S^sAR^.^.B door door door to exterior PERIMETER LOSSES Surface Length (ft) F2 Factor Insul R-val Location/Comments HOUSE 7 SlabEdge 13 8 SlabEdge 142 9 SlabEdge 6 10 SlabEdge 33 0 900 R-0 to outside 0 720 R-0 to outside 0 550 R-0 to garage 0 500 R-0 to garage GLAZING SURFACES Surface HOUSE 1 Window 2 Windnw 3 Window 4 Window 5 Skylight Area (sf ) 126 181 12 108 25 # of Panes •^t.£_ 2 •-» 2 <L. Frame Type Metal Metal Metal Metal Metal Open Type Slider Slider Slider Slider Slider U- val 0 0 0 O 0 ue 65 65 65 65 64 Act Azmth 90 27<) 360 180 90 Tilt 90 9O 90 30 0 SC Glass Only 0 77 0 77 0 77 0 77 0 77 InteriDt Shade Type None Nsne Nc ne None Nsne SC 6] Sh o 0 0 o (J •» Ls+ •iade 77 77 77 77 77 THERMAL MASS Mass Type Area (sf> Thick (in) Heat Cap Conduct- ivity Surface R-val ue Location/Comments HOUSE 1 SlabOnGrade 23 45 2 SlabOnGrade 80 35 3 InteriorHorz 116 1 0 28 u 0 98 28 O 0 38 24 0 0 67 R-0 SEE ATTACHED TM SUMMARY R-2 SEE ATTACHED TM SUMMARY R-0 SEE ATTACHED TM SUMMARY COMPUTER METHOD SUMMARY Page 3 C-2R Project Title ADDITION »< EXISTING Date O9/I3/S3 MICROPAS3 v3 01 File-MILLER3 Weather-CTZ07 Program-FORM C-2R User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER3 HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R-value Efficiency HOUSE Gas 0 720 SE Attic R-5 0 88B Air Conditioner 8 90 SEER Attic R-5 <"> 878 WATER HEATING SYSTEMS Capa- Pilot System # of city Effic- Standby Input Size Type Heaters (gal"> lency Loss Rating (Btuh > Credits Storage Gas " 1 63 0 760 RE 3 307 50OOO Btuh n/a NONE SPECIAL FEATURES/REMARKS ********** IMPORTANT NOTES * PLEASE READ *********** NOTE A OWNER AND DESIGNER OF BUILDING MUST SIGN THESE CALC- ULATIONS BEFORE SUBMITTING THEM TO BUILDING DEPARTMENT SIGNED CALCULATIONS INDICATE THAT OWNER AND DESIGNER UNDERSTAND TITLE 24 COMPLICANCE METHODOLOGY AND EXPRESSLY APPROVE USE OF SUGGESTED COMPONENTS LISTED HEREIN QUESTIONS^ CALL RON MOORE TITLE 24 ENERGY CONSULTANT AT 619/436-6736 BEFORE MAKING EXPENDITURES NOTE B CONTRACTORS INSTALLING HVAC AND/OR WATER HEATING EQUIP- MENT MUST BE GIVEN A COPY OF THESE CALCULATIONS BY OWNER PRIOR TO ANY WORK BEING DONE EACH INSTALLING CONTRACTOR IS TO REVIEW THESE DOCUMENTS AND TO VERIFY EQUIPMENT SIZING AND WARRANT SYSTEM PERFORMANCE HVAC AND WATER HEATING SYSTEMS SPECIFIED MAY BE REPLACED BY APPROVED EQUAL EQUIPMENT ("SPECIFIED CAPACITY & EQUAL OR BETTER EFFICIENCY) IF CHANGES ARE MADE INSTALLING CONTRACTOR IS TO NOTIFY U> OWNER <2> DESIGNER AND <3) DOCUMENTATION AUTHOR IN WRITING AT ADDRESSES LISTED UNDER THE COMPLIANCE STATEMENT OF THIS CF-1R FORM PRIOR TO DOING ACTUAL WORK NOTE C FOR FURNACE SPEC SEE CEC MANUAL P400-89-023 Page 37 NOTE E FOR WATER HEATER SPEC SEE CEC MANUAL P400-89-024 Page 1 HVAC SIZING Project Title Priject Address Documentation Author Company Telephone Compliance Method Climate Zone ADDITION »< EXISTING 1314 CHUPAROSA WAY CARLSBAD RON MOORE RON MOORE TITLE 24 61 3/436 -S7C36 MICROPAS3 by Enercomp, Inc 7 Page 1 Date HVAC 09/29/83 Building Permit # Plan Checl- 7 Date Field Checl-/ Date MICROPAS3 v3 01 File-MILLER3 Weather-CTZ07 Pr:gram-HVAC SIZING User#-MP0354 User-RON MOORE TITLE 24 Run-MILLER3 GENERAL INFORMATION FliDr Area Volume Sizing Location Latitude Winter Outside Design Winter Inside Design Summer Outside Design Summer Inside Design Summer Range Shading Used Latent Load Fraction 2586 sf 22729 cf SAN DIEGO AP 32 7 degrees 42 F 70 F 83 F 78 F 13 F Yes 0 20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar Glazing Conduction Glazing Solar Infiltration Internal Gain Ducts Sensible Load Latent Load Total Lead Heatinq (Btuh)" 12854 8216 n/a 1047<) n/a 3154 34694 n/a 34694 C:c ling CBtuh) 5188 1467 22977 798 9750 4018 44198 8840 53<)38 Note The loads shown are only one of the criteria affecting the selection of HVAC equipment Other relevant design factors such as air flrw requirements, outdoor design temperatures, CDI! sizing, availability if equipment, oversizing safety margin, etc , must also be considered It is the HVAC designer's responsibility to cinsider all factrrs when selecting the HVAC equipment CEC Ma/imum for gas central furnaces only 1 3 f < 34694 + do , 2586 •)) =78721 Btuh J:b nwner Job location Climate zrne Run title/File name TOM MILLER CARLSBAD 7 MILLERS GLAZING Page 2 FRONT Code # Wth Ht 5165 6 2 167 7185 1333 1A 1 2 2 2143 CRD I Ch/R] _ ~ TOTAL <N> RIGHT Code # Wth Ht 9134 -_ _ CR3 Ch/R] TOTAL <E> TOT 30 13 40 27 4 12 0 0 0 0 0 0 126 TOT 12 0 0 0 0 0 0 0 0 O 0 0 Ovrh 0 4 0 0 0 0 0 O 0 0 0 o I 4 Ovrh 0 0 0 0 o I 0 0 0 o I 0 0 0 12 BACK Code 2 e SA FrE 7 3 4 FrB CR3 Ch/R] LEFT Code 4 3 FrC 10 11 CR] Ch/R3 # 1 2 1 2 1 o 1 2 — # 1 1 2 2 2 — Wth 4 1 5 4 2 4 8 5 3 1 9 - TOTAL Wth 3 5 2 4 5 1 5 - TOTAL WIN GLAZ SKYLITES TOTAL PERCENT Ht 3 4 5 4 5 5 6 5 4 3 5 6 <S> Ht 3 4 5 6 4 4 i.\ft) TOT 12 13 18 16 40 40 9 21 0 0 0 0 180 TOT 9 20 26 40 12 0 0 O 0 o 0 0 107 416 451 0 1 0 5 0 3 0 0 O 3 0 0 O 0 6 0 0 9 O 0 o 0 0 o 0 0 O 8 9 25 9 74 Ovrh - - Ovrh _ - - - - MASTER MICROPAS DATA TAhE-QFF/INPUT SUMMARY RON MOORE, TITLE L4 CONSULTANT * S13/436-b73fa Nitice ti building official frim the plans submitted by MICROPAS 3 fir caluilati.n icantly, discrepant/ shiuld ments shiuld be returned fir The data in these sheets was was gathered 3m client It was subsequent I •/ input inl_ If drawings submitted ti /~u v^r Ajni - be ncted in ccrrertun shce-i and all J__u- re-calculatiin Page 1 Jib iwner Jib 11 catun Climate zine Run title/File name Type <SFR=1/CLU=I> TOM MILLER CARLSBAD 7 MILLERC 1 THERMAL MASS SUMMARY THERMAL MASS ttl Cin.rete withiut Carpet BATH #3 LAUNDRY 4 5 SLAB 3 5 TILE 11 5 BATH ttl 1 TILE MASTER BATH 1 TILE TOTAL THERMAL Mc-iSS #1 Carpet iver c.ncrete THERMAL MASS #3 Vei t;i cal mass 1364 TOTAL N/A o TOTAL THERMAL MASS #4 ERR TOTAL T''At Ccd- Cadi Fr 6 FrC/E C 5 10 /3 2/f 5 3 3 2 3 5 5 2, Bt. 22.5' 5(7 3 f VI 5 5 < y 56, 5 fc> /Wt