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Home My WebLink About2904 CORTE CELESTE; ; CB970562; PermitBUILD1 ING P E 04/03/97 11 19 Page 1 of 1 Job Address 2904 CORTE CELESTE Suite Permit Type RESIDENTAL ADD/ALT Parcel No 255-146-52-00 V* Lot# Valuation fa 0,70 6 *' Occupancy Group Referenced. Description 496 SF ADDITION-EXTEWD BEDRMS ADD BATH & INTERIOR REMOD 538 SF MIT Permit No- CB970562 Project No A970u7j.' Development No Appl/Ownr MCGOIflGLEj, MIKE 330§;;CALLE SAN BLAS CARLSBAD CA 91^009 *** Fees Required *** Fees Adjustments Total Fees Fee description 619 Construction Typei NEW Status ISSUED Applied: -03/'12/97 Apr/Issue ,#4/03/97 Entered By-'4*MA '' 634-0312 '97 OOOi 01 02 1 U&% gCA|*^ 5fc A # .cr-r A", \t rrVrr I Q-/-J »vv Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for P^umbi Each Plumbing Each Install/Repair- * PLUMBING TOTAL Enter "Y" for Enter "Y" for Remodel * ELECTRICAL TOT At Enter 'Y';for Mechanical Each Exhaust Fan * MECHANICAL TOTAL 00 257 00 653 00 Ext fee Data '464.00 302.00 00 772 0^0- 20 00 ,,Y 56 O •90 00, 10 -0 Y Y 13 OO 28 00 CLEARANCE £ > sr CITY OF CARLSBAD 2075 Las Palmas Dr{, Carlsbad, CA 92009 (619) 438-1161 i,*.. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr, Carlsbad CA 92009 (760)438-1161 FOR OFFICE USE PLAN CHECK NO _ EST VAL [b} U Plan Ck Deposit Validated By Date Legal Description Lot No Subdivision Name/Number Unit No Phase No Business Name (cit this address)Address (ihclugXBIdg/Suite tt) Total # of units Assessor s Parcel #Existing Use Proposed Use It of Bedrooms # of Bathrooms 2 /^cSKftACTrPERSoN;{if differ~ Name 3 ^ APPLICANT ^Address O,Agent.for Contractor _ Q City DiAgentfor Jwner State/Zip Telephone #Fax # Name Address City State/Zip Telephone # Name .._ Address City State/Zip Telephone # COMPANY NAME ' ..••,••'": ' :'"l:jyle ' (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 commending with Section 7000 of Division 3 of the Business and Professions Code] or tnat 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 fivehundred dollars I $500!) Name State License Address License Class City State/Zip City Business License # Designer Name State License # Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n I have and will maintain a certificate of consent to self insure for workers compensation as provide d by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) GJ-eEHTIFICATE OF EXEMPTION I 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 Tobecome subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition tp the cost of compensation damages as provided for in Section 3706 of the Laborycode interest and attorney s fees SIGNATURE -^ *~7'~~3Pf7 DATE 71:, OWNER BUILDER DEC I hereby affirm that I am 'exempt from the Contractor s License Law for the following reason O I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) |~| I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contractsVor/sucfiJ projects~witriYcontractor(s)'ljcensed pursuant to the Contractor s License Law) .->_fs- n I am exempt under Section Business and Professions Code for this reason L-J57 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES l~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE IHISiSECT ION FOR /VC?W^S/DflV71Xli:BUILPlNG PlRMjTS O.NlY 4^ ,j, ,„ _ , ........ =L ..: .. ..".'.. , „• 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? O YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? O YES d NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME _ LENDER S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate 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 OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced withifi'365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is corrjmenced'for a period of 1 80 days (Section 1 06 4 4 Uniform Building Code) DATE ,)APPLICANT S SIGNATURE WHITE File YELLOW Applicant PINK Finance CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB970562 FOR 06/30/97 DESCRIPTION: 496 SF ADDITION-EXTEND BEDRMS ADD BATH & INTERIOR REMOD 538 SF TYPE: RAD JOB ADDRESS: 2904 CORTE CELESTE MCGONIGLE, MIKEAPPLICANT: CONTRACTOR: OWNER: REMARKS: R/ SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCK# CB970562 OCC GRP CONSTR. TYPE NEW STE: LOT: 619 634-0312 INSPECT TOTAL TIME: CD LVL DESCRIPTION ST Interior Lath/Drywall ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 062397 Insulation 061897 Rough Combo 061797 Frame/Steel/Bolting/Welding 061697 Frame/Steel/Bolting/Welding 061697 Rough Electric 052997 Rough/Topout 052997 Frame/Steel/Bolting/Welding 052297 Grout 052297 Roof Sheathing/Ext Shear 042997 Gas/Test/Repairs 041497 Ftg/Foundation/Piers 041197 Ftg/Foundation/Piers 041097 Underground/Under Floor ACT AP AP CA CO CO AP NR AP AP AP AP NR AP INSP PK PD PD PD PD PD PD PY PY PK PD PD PD COMMENTS RESCHEDULE FOR 6/18/ CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB970562 FOR 06/16/97 DESCRIPTION: 496 SF ADDITION-EXTEND BEDRMS ADD BATH & INTERIOR REMOD 538 SF TYPE: RAD JOB ADDRESS: 2904 CORTE CELESTE APPLICANT: : 2904 CORTE MCGONIGLE, MIKE CONTRACTOR: OWNER: REMARKS: R/MIKE/899-1128 SPECIAL INSTRUCT: PHONE: PHONE: PHONE: INSPECTOR AREA PD PLANCKtf CB970562 OCC GRP CONSTR. TYPE NEW STE: LOT: 619 634-0312 INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 14 34 ST Frame/Steel/Bolting/Welding EL Rough Electric ACT COMMENTS do ***** INSPECTION HISTORY ***** DATE DESCRIPTION 052997 Rough/Topout 052997 Frame/Steel/Bolting/Welding 052297 Grout 052297 Roof Sheathing/Ext Shear 042997 Gas/Test/Repairs 041497 Ftg/Foundation/Piers 041197 Ftg/Foundation/Piers 041097 Underground/Under Floor ACT AP NR AP AP AP AP NR AP INSP PD PD PY PY PK PD PD PD COMMENTS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE 438-3550 2075 LAS PALMAS DRIVE TIME. LOCATION. PERMJT^NO, /Z fit A / ^ 3 // »ML A- 6> <:T FOR INSPECTION CALL 438-3101 RE-INSPECTION FEE DUE? FOR FURlErtER INFORMATION CONTACT. YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGii Corporation frofessionaffbn 3(evieu> 'Engineers DATE 4/2/97 a APPLICANT £-Q JURI0! JURISDICTION Carlsbad ^TPtAN REVIEWER a FILE PLAN CHECK NO 97-562 SET II PROJECT ADDRESS 9904 Corte Celeste PROJECT NAME Markhart Residential Remodel & Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below 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 i echeck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS Incorporate the attached sheets 5, 6, 8 & 10 into the city set of plans to make an approved second and third set of plans By Chuck Mendenhall Enclosures Esgil Corporation D GA D CM D EJ D PC 3/27/97 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (619)560-1468 + Fax (619) 560-1576 EsGil Corporation 'Professional^?tan Review "Engineers DATE 3/21/97 ai APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 97-562 SET I PROJECT ADDRESS 9904 Corte Celeste PROJECT NAME Markhart Residential Remodel & Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The remarks below are transmitted herewith for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck Submit 3 sets of revised plans to the city fro recheck or submit one set directly to EsGil Corp and two sets to the city for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Mike McConigle 3308 Calle San Bias, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant (except by mail) that the plan check has been completed Person contacted Telephone # REMARKS 1 Specify the BTU rating of the existing furnace It must be capable of providing 70° F heat for the existing and addition UBC 310 11 See the sizing calc's at the back of the energy documents 2 Specify the ICBO approval number for the new skylight 3 Note on the window schedule that all windows are to be dual glazed as required by the energy standards 4 Show on details E/10 & F/10 shear transfer blocking at the ledger supporting the existing trusses 5 Show straps between rafters @ 48" OC in detail D/10 By Chuck Mendenhall Enclosures Esgil Corporation D GA D CM D EJ D PC 3/17/97 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (619)560-1468 + Fa\ (619) 560-1576 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY CM BUILDING ADDRESS 9904 Corte Celeste BUILDING OCCUPANCY R3 PLAN CHECK NO 97-562 DATE 3/21/97 TYPE OF CONSTRUCTION VN BUILDING PORTION Addition Interior Remodel Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 497 538 VALUATION MULTIPLIER 94 26 VALUE ($) 46718 13988 60,706 • 1991 UBC Building Permit Fee D Bldg Permit Fee by ordinance $ 464 00 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance $30160 Type of Review • Complete Review Q Structural Only Q Hourly O Repetitive Fee Applicable D Other Esgil Plan Review Fee $ 241 28 Comments Sheet 1 of 1 macvaluedoc5196 / City of Carlsbad Engineering Department DATE - BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans information and/or specifications provided in your submittal therefore any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the attached report of deficiencies marked with D Make necessary corrections to plans or specifications for compliance with applicable codes and standaids Submit corrected plans and/or specifications to this office for review By By By Date Date Date 6^7799^ ENGINEERING AUTHORIZATION TO FOR OFFICIAL USE ONLY ISSUE BUILDING PERMIT L*f HlW f \^ / f f ^^ ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet \\Laspalnias\5V5U.IBRARY\6NG\WORD\DOCS\CHKLST\Bnildina Plancheck Cklsl BP0001 Forni MM.doc ENGINEERING DEPT CONTACT PERSON Name Michele Masterson Address Phone City of Carlsbad 2075 Las Pdlmas Dr, Carlsbad CA 92009 (619)438-1161 ext 4315 A-4 Pa|mas Dr . Carlsbad CA 92OO9-1576 • (619) 438-1161 • FAX (619) 438-O894 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow i^"~" D Property Lines 4-^"~ B Existing & Proposed Structures "~ E Easements -^— C Existing Street Improvements ^ F Right-of-Way Width & Adjacent Streets G Driveway widths£ 2 Show on site plan A Drainage Patterns *^~^ 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography /,— 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q Q Q 5 Project does not comply with the following Engineering Conditions of approval for Project No 6 All conditions are in compliance Date \\Laspalmas\sys\LIBRARY\ENG\WORD\DOCS\CHKLST\Bmlding Planctieck Cklsl BP0001 Form MM doc Rev 12/26/96 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS HST/ 2ND/ 3RD/ Q Q Q 7 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V£" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 8a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18 40 040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date Q Q Q 8b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows \\Laspalmas\sys\LIBRARY\ENG\WORD\DOCS\CHKLST\Buikling Planchec* Cklsl BPOOOI Forni MM doc Rev 12/26/96 BUILDING PLANCHECK CHECKLIST 4 sV pnd/ ord/ Q Q Q 8c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Q 8d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code Q Q Q 9a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) Q Q Q 9b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date Q 9c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q 9d No Grading Permit required MISCELLANEOUS PERMITS Q 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tiemg into public storm drain, sewer and water utilities Right-of-Way permit required for \\Laspalmas\sys\LIBRARY\ENG\WORD\DOCS\CHKLST\Buildins Plancheck Cklsl BP0001 Form MM doc Rev 12/26/96 BUILDING PLANCHECK CHECKLIST •4 st/ pnd/ ord,/ Q Q Q 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q Q 12 INDUSTRIAL WASTE PERMIT is required Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit Industrial Waste permit accepted by Date Q Q Q 13 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first Q 14 Q Required fees are attached fa^No fees required Q 15 Additional Comments \\Uspalmasteys\LIBRARY\ENG\WORD\DOCS\CHKLST\BuildiTig Plancliecl Cklsl BP0001 Form MM doc Rev 12/26/96 K ra Q 15o D D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check Planner APN CB Address Phone (61 9) 438-11 61, extension Type of Project and Use 9-cZone CFD (in/bGtJ Cirile One Facilities Management Zone I'JL (If property in complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department ) Legend Item Complete Item Incomplete - Needs your action Environmental Review Required YES DATE OF COMPLETION NO TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval NO Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES If NO, proceed with checklist, if YES, proceed below Determine status (Exempt or Coastal Permit Required) If Exempt, proceed with checklist, if Coastal Permit required, hold building permit until Coastal Permit issued Coastal Permit Determination Form already completed7 YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # Follow-Up Actions 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed I I I I Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) jV] r D Site Plan '• -X ^ 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, ^easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines 2 Provide legal description of property and assessor's parcel number Zoning D D D D D D 1 Setbacks / Front Required L^ Int Side Required /&&3~' Street Side Required • — Rear Required *%&& /O 2 Lot Coverage Required *•— V%> 3 Height Required — "^>csf 4 Parking Spaces Required ^ — ' Guest Spaces Required """ Additional Comments Shown £& Shown // Shown — >' Shown /&'/&* Shown ^~ Y^Je> Shown /&> Shown ^~ Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ' (L) 3^3 , I* X- X 1, 4- 4- K . _ . . X ^ / - , +, JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO . CALCULATED BY. CHECKED BY SCALE E-S OF DATE. DATE- ! I I i IQ pc \/J J08 SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 8HEETN° •2. CALCULATED BY CHECKED BY SCALE (2--> OF DATE. DATE. V <£- i . E: , '- JOB. SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO . CALCULATED BY . CHECKED BY SCALE OF DATE. DATE- • I. V A k? I Q f// "Z. JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO . CALCULATED BY. CHECKED BY SCALE OF. DATE. DATE. V A ($ J. 1 -|yi4 - 10 .£ /k ^ IA)|4"* X.U JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO . CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. A- - 5000 JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO . CALCULATED BY. CHECKED BY SCALE OF. DATE- DATE. (' ! i [2(5 JOB- SOWARDS AND BROWN ENGINEERING P~^ ~~ 2187 Newcastle Ave , Suite 103 CALCULATED BY 1 DATE. CARDIFF BY THE SEA, CALIFORNIA 92007 CHECKED BY DATE. SCALE 1 N 4^' JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave , Suite 103 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO . CALCULATED BY. CHECKED BY SCALE OF DATE. DATE- f a: :t ff- *-? tf) 8Z< 0 S: Z ESPLOWFOFRRDANCEDSEIU- SILLERS ALED WOOER (TOE LONG~ «m CODE MINIMUMS The listed items are excerpts from the 1991 Uniform Building Code The items relate primarily to light wood frame construction The pages may be "sticky backed" on plans and any items not shown elsewhere on the plans will be governed by the code minimum item(s) If the plans show items that are more restrictive than the code minimums then the most restrictive situation shall apply I FOUNDATION AND DNDERPLOOR 1 Concrete Strength Concrete for footings must have a minimum compressive strength of 2000 psi at 28 days or composed of 1 part cement 2^ parts sand 3% parts of 3/4" maximum size rock Not more than 7 gallons of water per sack of cement 2 Wood and Earth Separation Foundations supporting wood must extend at least 6" above the adjacent finish grade [UBC Section 2907(a)] Provide 18" clearance under wood joists and 12" clearance under wood girders which are not pressure treated [UBC Section 2516(c)2] 3 Concrete Slabs. Slabs on grade must be at least 3M" thick [UBC Section 2623] 4 Treated Wood. All foundation plates or sills and sleepers on concrete or masonry which is in direct contact with earth must be pressure-treated wood or foundation redwood Wood, joists closer than 18", or wood girders or supports closer than 12" to the ground, must be pressure treated [UBC Section 2516 (c)] 5 Anchor Bolts and Footing Sills All sills must have full bearing on the footing wall or slab and must be bolted to the foundation with M" nominal diameter steel bolts embedded at least 7" into concrete or masonry Bolts must be spaced not to exceed 6' on center There must be 2 bolts per piece with bolts not over 12" from cut end of sills [UBC Section 2907(f)] 6 Underfloor Vents Underfloor areas must be ventilated by openings in foundation walls Wall openings must have a net area of not less than 1 sq ft for each 150 sq ft of underfloor area Openings must be arranged to provide cross ventilation and must be> covered with corrosion-resistant wire mesh with openings of tt-inch in dimension [UBC Section 2516(c)6] 7 Underfloor Access Underfloor areas must be provided with an unobstructed crawl hole not less than 18"x24" Openings must be effectively screened or covered [UBC Section 2516(c)2] IJ WOOD FRAMING 1 Lumber All joists, rafters, beams, and posts 2" to 4" thick must be No 2 Grade Douglas Fir-Larch or better All posts and beams 5" and thicker must be No 1 Grade Douglas Fir-Larch or better 2 Wall Bracing Every exterior wood stud wall and main cross partitions must be braced at each end and at least at every 25 feet of length with 1x4 diagonal let-in braces or equivalent [UBC Section 2517(g)3] 3 Lateral Support Floor joists and rafters more than 10" in depth and spanning more than 8 feet must be supported laterally by bridging or solid blocking at intervals not exceeding 8 feet [UBC Section 2506(h)] 4 Blocking. Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls [UBC Section 2(517(d)3] 5 Roof Blocking Provide 2" full depth sol id blocking at ridge line and at exterior walls on trussed roofs [UBC Section 2'517(h)7] 6 Double Joists Floor joists must be doubled under bearing partitions running parallel with the joists [UBC Section 2517(d)5] 7 Rafter Purlin Braces Purlin braces shall be not less than 45 degrees to the hoi izontal [UBC Section 2517(h)6] 8 Rafter Ties Rafter ties must be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel [UBC Section 2517(h)5] 9. Clearance Provide M" minimum clearance between top plate of interior non-bearing partitions and bottom chord of trusses [UBC Chapter 23] 10/18/93 Page 1 of 4 10 Top Plate Provide double cop plate with minimum 48" lap splice [UBC Section 2517(g)2] 11 Nailing Nailing will be in compliance with UBC Table 25-Q A copy of this table is reproduced on page 3 12 Fire Stops Horizontal fire stops must be provided for walls at ceilings, floor levels and concealed soaces at 10' o c [UBC Section 2516(f)] 13 Studs In one- or two- story buildings, studs for exterior walls and interior bearing walls must be not less than 2" x 4" at 16" o c Studs 2" to 4" thick and 2" to 4" wide and not more than 8 feet long must be "stud grade" Douglas Fir-Larch or better when supporting not more than one floor and a roof Studs for bearing walls must not exceed 8 ft in height [UBC Section 2517(g)] 14 Laminated Wood An AITC Certificate of Conformance for glued laminated wood members must be given to the Building Inspector prior to their installation [UBC Section 2505] III GENERAL MATERIAL SPECIFICATIONS 1 Mortar Mix Mortal, to be used for construction of masonry walls, foundation walls and retaining walls must be 1800 psi minimum and may consist of 1 part Portland cement 3M parts sand K part hydrated lime or Lime putty Plastic cement may be used with 1 part plastic cement to 2K to 3 parts sand [UBC Table 24A, UBC Standard 24-20] 2 Grout Mix. The mix for the grout may be 1 part Portland cement 3 parts sand 1/10 part hydrated lime or lime putty 1 to 2 parts pea gravel (3/8" maximum) Water added to pouring consistency without segregation of grout constituents The use of plastic cement is not allowed for grout [UBC Section 2402] 3 Masonry The masonry units must comply with ASTM Spec C90 86, Grade N for hollow unit concrete blocks [UBC Standard 24-4] 4 Reinforcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete structures must be deformed and comply with ASTM Spec A615, Grade 40 [UBC Section 2603] 5 Structural Steel Steel"used as structural shapes such as wide flange sections, channels, plates and angles must comply with ASTM Spec A-36 Pipe columns must comply with ASTM Spec A-"53 [UBC Standard 27-1] IV WEATHERPROOFING 1 Wood Siding. All wood siding must be placed over an approved, weather- resistive barrier [UBC Section 1708 (a)] 2 Roof Covering All roofing materials and installation shall comply with Chapter 32, UBC 3 F]ashing Around Openings Every opening in any exterior wall must be flashed with sheet metal or waterproof building paper [UBC Section 1708(b)] 4 Weep Screed. A weep screed must be provided for all weather-exposed exterior stud walls finished on the exterior with stucco at the foundation plate line [UBC Section 4706 (e)] 5 Basement Walls Basement foundation walls below grade must be damp- proofed on the outside [UBC Section 1708(d)J V. GENERAL 1 ALtic Access Attic areas over 30" high must be accessible by an opening not less -han 22" x 30" With a furnace in the attic, the opening must not be less than 30" * 30" or 22" x 36" [UBC Section 3205(a), UMC Section 708] 2. Shower Enclosures. Shower walls must be finished to a height of 70" above the drain inlet with a smooth, hard, non- absorbent surface [UBC Section 510(b)] 3 Smoke Detectors in New Construction. In new construction, smoke detectors must receive their primary power from the building wiring when such wiring is served from a commercial source Smoke detectors may be battery-operated when installed in existing buildings, buildings without commercial power, or buildings which undergo alterations, repairs or additions regulated by UBC Section 1210(a), paragraph 2 10/18/93 Page 2 of 4 TABLE NO 25-Q—NAILING SCHEDULE CONNECTION 1 Joist to sill or girder toenail 2 Bridging to joist toenail each end 3 1" x 6" subfloor or less to each joist face nail 4 Wider than 1" x 6" subfloor to each joist face nail 5 2" subfloor to joist or girder blind and face nail 6 Sole plate to joist or blocking face nail 7 Top plait to stud end nail 8 Stud to sole plate 9 Double studs face nail 10 Doubled top plates face nail 1 1 Top plates laps and intersections face nail 12 Continuous header, two pieces 13 Ceiling joists to plate toenail 14 Continuous header to stud toenail 15 Ceiling joists, laps over partitions face nail 1 6 Ceiling joists to parallel rafters face nail 1 7 Rafter to plate , toenail 18 1* brace to each stud and plate face nail 19 1* x 8* sheathing or less to each bearing face nail 20 Wider than 1* x 8" sheathing to each bearing, face nail 2 1 Built up corner studs 22 Built-up girder and beams CONNECTION 23 2" planks 24 Ptvwood and partideboard 5 Subfloor, roof and wall sheathing (to framing) 1/2" and less 1932" 3/4" 7/8" 1" NAILING' 38d 28d 2 8d 3 8d 2 I6d 16dat 16" o c 2 I6d 4 8 toenail or 2 16d end nail I6dat24"oc 16datl6"oc 2 16d 16dat I6"oc along each edge 38d 48d 3 16d 3 I6d 3 8d 28d 28d 38d 16dat24"oc 20d at 32" o c at top and bottom and staggered 2 20d at ends and at each splice NAIUNG1 2 16d at each bearing 6d2 8d3or6d< 8d2 11/J" 11/4" !0d3or8d« Combination Subfloor underlavment (to framing) 3/4" and less 6d« 7/8" 1* - 8d< H/8"-U/4" 25 Panel Siding (to framing) 1/2" or less 5/8" 26 Fiberboard Sheathing 7 1/2" 2S/32"* 10d3or8d« 6d6 8dS No llgaS 6d3 No 16ga9 No 1 1 ga 8 8d3 No 16 ga 9 'Common or box nails may be used except where otherwise stated. ^Common or deformed shank 'Common.4Deformed shank.3Naili spaced at 6 inches on center at edges 12 inches at m» mediate supports except 6 inches at all supports where spans are 48 inches or more For nailing of plywood and parncleboard diaphragms and shear walls refer to Section 2513 (c) Nails for wall sheathing may be common box or casing 'Corrosion-resistant siding or casing nails conforming to the requirements of Section 2516 (j)l 'Fasteners spaced 3 inches on center at ex tenor edges and 6 inches on center at intermediate supports •Corrosion resistant roofing nails with 7/i6 inch-diameter head and 1 '/:-inch length for V2-inch sheathing and !3/4-inch length for ^fo-inch sheathing conforming to the requirements of Section 1516 (j) 1 'Corrosion resistant staples with nominal 7/i6-mch crown and 1 Vg-inch length for '/2-inch sheathing and 1 '/j-mch length for ^/aj-inch sheathing conforming to the requirements of Section 251601 10/18/93 Page 3 of 4 TABLE NO 29-A—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS1 2 NUMBER OF FLOORS SUPPORTED BYTHI- FOUNDATION* I 2 3 THICKNESS OF FOUNDATION WALL (Inches) CONCRETE 6 g 10 UNIT MASONRY 6 g 10 WIDTH OF FOOTING (Inches) 12 15 18 THICKNESS OF FOOTING (Inch**) 6 7 8 DEPTH BELOW UNDISTURBED GROUND SURFACE (Inches) 12 18 24 'Wnere unusual conditions or frost conditions are found footings and foundations shall be as required in Section 2907 (a) ^The ground under the floor may be excavated to the elevation of the top of the footing 'Foundations may support a roof in addition to the stipulated number of floors Foundations supporting roofs only shall be as required for supporting one floor TABLE NO 25-S-1—ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS' • PANEL SPAN RATING) 1 12/0 2 16/0 3 20/0 4 24/0 5 24/0 6 32/16 7 40/20 8 48/24 PLYWOOD THICKNESS (Inch) 3/16 S/16 '/I J/I6, '/« '/« I3/3J '/2 I3/32, 1/2 '»/32. '/I »»/32. V«. 23/j2 3/4, lit =/» 3/4 7/8 ROOFJ Maximum Spin (In Inches) Edges Blocked IX 16 20 24 24 32 40 48 Edges Unblocked 16 24 28 32 36 Load (In Pounds par Squire Foot) Total Load 135 80 70 60 60 55 403 iff . Uvc Loed 130 65 55 45 45 355 35> 35' FLOOR MAXIMUM SPAN' (In Inches) 0 0 0 0 0 16« 20" 24 'These values apply for C-C C D Structural I and II grades only Spans shall be limited to values shown because of possible effect of concentrated loads 'Uniform load deflection limitations '/igo of the span under live load plus dead load, l/:«o under live load only Edges may be blocked with lumber or other approved type of edge support. 3Span rating appears on all panels in the construction grades listed in Footnote No I 'Plywood edge!, shall have approved tongue and groove joints or shall be supported with blocking unless '/4-inch minimum thickness underlayment or IV: inches of approved cellular or lightweight concrete is placed over the subfloor or finish floor is 3/4 inch wood stnp Allowable uniform load based on deflection of'/3M of span is 165 pounds per square foot(psf) 5Forroofliveloadof4Qpsfortotalloadof55psf decrease spans by 13 percent or use panel with next greater span rating 'May be 24 inches if^/4-mch wood stnp flooring is installed at right angles to joists 'May be 24 inches where a minimum of 1Vj inches of approved cellular or lightweight concrete is placed over the subfloor and the plywood sheathing is manufactured with exterior glue. 'Floor or roof sheathing conforming with this table shall be deemed to meet the design criteria of Section 2516 10/18/93 Page 4 of 4 NORTON S O'GRADY, ARCHITECT INC. A PROFESSIONAL CORPORATION ARCHITECTURE PLANNING 4407 MANCHESTER AVE, SUITE #206, ENCINITAS, CA 92024 (760) DATE Certificate of Compliance Residential (Paae 1 of 2)CF-1R Project Title Project Addre« Documentation Author Compliance Method icacxage Pont Srs em or Cor-cu'er; Telepfions Climate Zone Dala -4- Builcing Perr-it * Crecu Ca s GENERAL INFORMATION Total Conartioned Floor Area Building Type (cnecx one or more) Front Orientation ft' Single Family X Addition Mufti Famj]y Existing Plus-Addition North <1|ast) South / West / All Orientations (Input onentanon in aaqrsos and cirde one ) Number of Dwelling Units Floor Construction Type Raised Floor (circle one or both) BUILDING SHELL INSULATION Construction Component Insulation Assembly voe Insulation ^ Value U Value Location/Comments fame 'o aarace -vo.cal etc ) Wail Wall Roof Roof Floor Floor Slab Edge FENESTRAT1ON Front ( ) Front ( ) Left ( ) Lett ( ) Rear (yy) Rear ( ) Right (N) Right (J4) Skylight Skyhaht Shadinc Devices Fenestration Orientation Area (sf) Fenestration U Value Interior (roller Dlmd etc ) Exterior (shddescreen etc ) Overhang (yes/no) r-rammg i ype i metalAvooa/vmvi) 1!£}££L W&7AI— &4-& £feM90V£Z? -^(ZG^o 4^^') = \&3-?jr?£>Jb>IJU3H&£?. (\\^ ^G.£>fO<,e& } THERMAL MASS Type/Covering Area (slab/exposed tile etc ) (sf) Thickness (inches) Location/Description (kitchen bath etc ) r1 w R«vl«*d December 1992 Certificate of Compliance Residential (Pace 2 of 2}CF-1R — Project Title Date HVAC SYSTEMS Nc e rsut nycron c or oarnc;rea n/crcnc zz. a ,~csr v'/a^r n'ea "•" a/stens exes: Tss 5~ -easng ^cac Heating Equ'pment Type (furnace heal D-r~.D 9.C ) Min'rrjm Efficiency ^FUE nS?c' Distncuicn Type a~c Location cucrs an c e'c ) Coct or Piping Thermostat R Value Tvoe —ea* Pjfc Ccnnguraticn sotit or cackace' £#/5m>£ Cooling Equipment Type (air conditioner •neat DLKTID 9vao cconnc) -^^ Minimum Efficiency (SEER) Duct Location >' attic etc ! Duel Thermostat R Value Tvce Configuration solit or oackace1 WATER HEATING SYSTEMS Water Heater T.ae Distribution Tvoe Energy E-tter Rated1 Tank Factor or Tank Number Input (kW Capacity Recovery Stanaby Irsulaucn in Svs'em or Btu/hn 'gallons) Efficiency Loss ..aoi 1 For small gas storage (rated input S 75 000 Stu hrl electric resistance and heat pump water heaters list Energy Fac or For large gas storage water heaters (rated incut > 75 000 8tu/hr) list fiatoa Input. Recovery Efficiency and Stancby Loss For instantaneous gas water healers list Rated Input and Recovery Efficiency SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT 'his certificate of ccmoliance lists the building features and performance soecifications needed to comply with Title 24 Parts 1 and 6 of he Cali'omia Cede of Regulations ana the aaministratwe regulations to implement mem This certificate has been signed by the ncivtdual with overall des.gn responsibility Wen this certificate of comoliance is stmmitted for a single building plan to be built in miltjole orientations any snaamg feature that is varied is indicated in the Special Features/Remarxs section Designer Or Owner (per Business & Professions Code) * ame Acdress Telephone Lie (signature) / Enforcement Agency Name Title Agency Telephone (catej Documentation Author Name Addre,s Telephone (signature)(date) (signature/stamp) Revised Oae*mb«r 1992 (date) Mandatory Measures Checklist Residential MF-1R NOTE Lownse residential buncings SL.D|ect :c the S'anaaras must con'a.n 'hese measures regarc'ess cr re cor-ni.ancs aoproacn used Items marxed witn an astensK ( ) -~ay be v_oersscea ov more stringent cam 31 arcs rec'j:rerre-'s listed on the Certificate 01 Comciiance When !Kis cnecxlis; is i^coracraiea ITC rne oernrt acc^ne^iS -e 'ea^es noted snail be cons.dered by ail names as binding minimum cz "oorsn; Dtrc.rrance sce^ f;<~s ,crs 'cr uhe rranaarory measures wnether ney are snown e'sewnere in r.e c :cjment£ c on this c°ec«. s 3,-y DESCRIPTION DESIGNER ENFORCEMENT 10 Building Envelope Measures * §l50(a) Minimum,^^ ceiling insulation ji2. §1501 b) Loose fill insulation manufacturer s iabeied H Vaiue * §l50i'c) Minimum R 13 wail insulation in framed wails (coes not acciy to exterior mass walls) * §150(d) Minimum R 13 raised floor insulation in framed floors minimum R 8 in ccncre'e laisea floors §150(1) Slab edge insulation water absorption rate no greater than 0 3°'o water vapor transmission rate no greater than 2 0 perm/men §118 Insulation specified or installed meets California Energy Commiss.cn quality standards 'ndicate type and form 5116-17 Fenestrancn F'oducts Extenor Doers ana Inn.traDoaExfiltration Contois a Doors ana windows between ccnaitionea ana unccnaiiionea scaces cesigned to limi; air ieaxaae b Manutacturea fenestranon proaucts nave laoei with certmeo U vaiue ana innitranon cerjficanon c Exterior ooors and windows weatherstricoeo ail joints ana penetrations cauiked and seaed § 150(g) Vaoor earners rrandatory in Climate Zones 14 and 16 only §'50(0 Special .nfilfratjon earner instiled to corrc.'v witn §15! meets Commission auaiitv Sianoaros §150fe) installation of rireolaces Decorative Gas Accliances and Gas Logs 1 Masonry and fac'crv ouilt fireplaces nave a Closeaole metal or giass aoor b Outside air intake with darper and control c Flue dam per and control 2 No continuous burning gas pilots allowed Space Conditioning, Water Heating and Plumbing System Measures Si iQ 13 HVAC eauicment water heaters sr.cwerneads and faucets certified bv the Commission § 15C(j) Pipe ana TanK insulation 1 Indirect hot water tanxs (e g unfired storage tanks or backup solar hot water tanks) have insulation blanket (R 12 or greater) or comomed interior/exterior msulabon (R 16 or greater) 2 First 5 feet of pipes closest to water heater tank non rearculating systems insulated (R 4 or greater) 3 All buried or exposed piping insulated in rearculating sections of hot water system 4 Cooling system piping below 55°F insulated 5 Piping insulated between heaong source and indirect hot water tank "§l50(m) Ducts and Fans 1 Ducts constructed installed and sealed to comely with UMC Sections 1002 and 1004 ducts insulated to a minimum installed value of R 1 2 cr ducts enclosed entirely within conditioned space 2 Exhaust fan systems have backdraft or automatic dampers 3 Gravity venolabng systems serving conditioned space have either automatic or readily accessible manually operated dampers § 114 Pool and Spa Heating Systems and Equipment 1 System is certified with 78% thermal efficiency on off switch weatherproof operating instructions, no electric resistance heanng and no pilot light 2 System is installed with a. At least 36" pipe between filter and heater for future solar heating b Cover for outdoor pools or outdoor spa. 3 Pool system has directional inlets and a circulation pump time switch §115 Gas fired central furnace, pool heater spa heater or household cooking appliance have no continuously bunng pilot light. (Exception Non electrical cooking appliance with pilot < 150 Btu/hr) Lighting Measures §150(k) 40 lumens/watt or greater for general lighting in kitchens and rooms with water dosets, and recessed ceiling fixtures 1C (insulation cover) approved Revised January 1992 COMPONENT • INSULATION Ceiling Wall Floor ENERGY REQUIREMENTS FOR RESIDENTIAL ROOM ADDITIONS - CLIMATE ZONE 7 Floor Area of Room Addjtion 500-999 ft2 >1000 ft2<100 ft2 R-.L9 R-.L3 R-13 GLAZING (FENESTRATION) U-Value1 0 75 % of added floor area <.50 sq ft SHADING THERMAL MASS n/a n/a Note 45SPACE KEATING (no electric allowed) If Gas, efficiency^ If Heat Pump Split System, efficiency= Single Package System, eff = SPACE COOLING Note5 If Split System, eff = If Single Package, eff = WATER HEATING Note 100-499 ft2 R-30 R-13 R-19 0 75 20% + Removi Req 4 78%AFUE5 6 8HSPF5 6 6KSPF5 10 OSEER5 9 7SEER5 Note6 R-30 R-13 R-19 0 75 20% + Removed2 663 Req 4 78%AFUE5 6 8HSPF5 6 6HSPF5 10 OSEER5 9 7SEER5 Note6 R-30 R-13 R-19 0 75 20% 663 Req ' 78%AFUE5 6 8HSPF5 6 6HSPF5 10 OSEER5 9 7SEER5 Note6 1 Please note that some metal-frame windows may not satisfy the U-value requirement of 0 75 For additions and alterations only, dual glazed "greenhouse" windows and skylights may be assumed to meet this requirement 2 20% of added floor area plus the area of any glazing removed because of the addition 3 A coefficient of 0 66 will be assumed to be provided when dual glazing is used 4 If the addition will be on top of existing construction, and (a) If the addition has conditioned area below all portions, then no thermal mass is required (b) If the addition will be over non-conditioned area (partially or wholly) in a building mostly of raised-floor construction (after the addition), then thermal mass is required in t^e addition (equal to 5% of the area of the addition that is over non-conditioned space) This may be provided by showing a 2" concrete slab at hearths, countertops, etc (c)If the addition will be over non-conditioned area in a building mostly of slab-on- grade construction (after the addition), then no thermal mass is required If the addition will be at the ground floor, and (a)If the addition will be in a building mostly of raised-floor construction (after the addition) , then thermal mass is required in the addition (equal to 5% of the added conditioned footprint area) This may be provided by showing a 2" concrete slab at hearths, countertops, etc (b) If the addition will be in a building mostly of slab-on-grade construction (after the addition) , then thermal mass is required in the addition (equal to 20% of the added conditioned slab-on-grade floor area) This may be provided by covering a portion of the slab-on-grade with tile, wood, etc 5 If the existing system will be utilized (if no additional systems are needed to provide UBC heating requirements), there are no special requirents, other than mandatory insulation for any extended ducts, etc 6 If the total number of water heaters increases in the residence, then calculations must be submitted to show that the entire existing-plus-addition system meets the water heating energy budget 9-93 ER-RA7 3^3 X x 3X x o 4- (Sxi 4- ,.,, ,, , -z^}^L.c\ H>