The URL can be used to link to this page

Home My WebLink About1360 CORVIDAE ST; ; CB090077; Permit03-16-2009 Job Address Permit Type" Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB090077 Building Inspection Request Line (760) 602-2725 1360 CORVIDAE ST CBAD RESDNTL Sub Type RAD Status 2156912800 Lot# 0 Applied $44,962 00 Construction Type 5B Entered By Reference # Plan Approved 0 Structure Type Issued 0 Bathrooms 0 Inspect Area SHLACTER RES ADD 112 SF Ong PC# SITTING RM ,390 SF INTERIOR LOFT.385 SF DECK.2 Plan Check # FIREPLACES ISSUED 01/14/2009 KG 03/16/2009 03/16/2009 Applicant RAGAN STEVE 6969 SHORLINE DR CARLSBAD CA 92011 619-920-8314 Owner SCHLACHTER BRADLEY&LINN 1360 CORVIDAE ST CARLSBAD CA 92011 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee Green Bldg Stands (SB1473) Fee $385 71 $000 $250 71 $000 $000 $450 $000 $000 00 00 00 000 $000 $000 $000 $000 $000 $000 $000 $1 00 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2000 $3050 $000 $000 $000 $000 $000 $000 $692 42 Total Fees $692 42 Total Payments To Date $692 42 Balance Due $000 Inspector FINAL APPROyAL Date 7/*7/*?Clearance NOTICE Please take NfjTICE VM approval of your project includes the' Imposition1 of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions Sou have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(at and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review, set aside void, or annul their imposition /ou are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this proiect NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Building Permit Application Plan Check No Ct7) 0$ 6 0 7T Est. Value Plan Ck. Deposit 2-33.63 Date JOB ADDRESS 1360CorvideaSt. SUITE#/SPACE*/UNIT(* 215 691 00 CT/PROJECT # 34 PHASES # OF UNITS 1 # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR FYPE IV DESCRIPTION OF WORK Include Square Feet of Affected Area(s) Addition to existing single family dwelling. Covered porch / Deck area 385 s f. Exterior addition - Sitting room 1J2 s.f., Interior addition - Loft 390 s.f. JX §\ EXISTING USE PROPOSED USE GARAGE (SF) SFD SFD CONTACT NAME (If Different Font Applicant) ADDRESS . . CITY PHONE STATE ZIP FAX / EMAIL PROPERTY OWNER NAME Brad Schlacter ADDRESS 1360 Corvidea St. CITY Carlsbad PHONE STATE ZIP Ca 92011 FAX EMAIL ARCH/DESIGNER NAME & ADDRESS Applicant STATE LIC It PATIOS (SF) DECKS (SF) FIR YES APPLICANT NAME ADDRESS CITY Carlsbad PHONE (619) 920-831 EPLACE AIR CONDITIONING >m# Np| | YESr/lNo[~~] Steve Ragan 6969 Shoreline Dr STATE ZIP Ca FAX 4 FIRE SPRINKLERS 92011 EMAIL srdesigns@adelphia.net CONTRACTOR BUS NAME ADDRESS CITY PHONE EMAIL STATE LIC # STATE ZIP FAX CLASS CITY BUS LIC # (Sec 70315 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 theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 70315 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)) w © & IE ci 'frgj Workers' Compensation Declaration / hereby affirm under penalty of perjury one of the following declarations I 11 have and will maintain a certificate of consent to self-insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued |_l I have and will maintain workers' compensation as required bv Section 3700 of the Labor Code for the performance of the work for which this permit is issued My workers compensation insurance carrier and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less I/I Certificate 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 to become 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 to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees J&£ CONTRACTOR SIGNATURE DATE '•ffi / hereby affirm that I am exempt from Contractor's License Law for the following reason | | I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I/I 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 contractors) licensed pursuant to the Contractor s License Law) I I I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement I |Yes I |No 2 I (have / have not) signed an application for a building permit for the proposed work 3 I hgyfrearjraQrd wllri I"6 following person (firm) to provide the proposed construction (include name address / phone / contractors license number) 4 lWaa"^nl|jfflQ^ortinn3 of tbajiiqrjcbullhave hired the following person to coordinate supervise and provide the major work (include name / address / phone / contractors license number) je some of the work, but IhavKaaJracted (hired) the following persons to provide the work indicated (include name / address /.phone/type of work) ^PROPERTY OWNER SIGNATURE DATE f 7 Inspection List Permit# CB090077 Date Inspection Item 07/27/2009 89 Final Combo 07/27/2009 89 Final Combo 07/21/2009 89 Final Combo 07/21/2009 89 Final Combo Type RESDNTL RAD 07/08/2009 89 06/02/2009 18 05/28/2009 17 05/20/2009 11 05/20/2009 14 05/20/2009 34 05/20/2009 83 04/03/2009 11 04/02/2009 11 04/02/2009 69 Final Combo Exterior Lath/Drywall Interior Lath/Drywall Ftg/Foundation/Piers Frame/Steel/Boltmg/Weldin Rough Electric Roof Sheathing/Ext Shear Ftg/Foundation/Piers Ftg/Foundation/Piers Final Masonry Inspector PY PY PY PY PY PY PY PY PY PY PD PD Act Rl AP Rl CO NR AP AP AP AP AP AP CO CA CA SHLACTER RES ADD 112 SF SITTING RM ,390 SF INTERIOR LOFT.385 Comments COMLETE HANDRAILS SPARK ARRESTOR remove plumbing from footing or provide letter from engineer Tuesday, July 28, 2009 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 07/27/2009 Permit* CB090077 Title SHLACTER RES ADD 112 SF Inspector Assignment PY Description SITTING RM ,390 SF INTERIOR LOFT.385 SF DECK.2 FIREPLACES Type RESDNTL Sub Type RAD Job Address 1360 CORVIDAE ST Suite Lot 0 Location APPLICANT RAGAN STEVE Owner SCHLACHTER BRADLEY&LINN Remarks Phone 7604709056 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By BRAD Entered By BARBARA Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act 07/21/2009 89 Final Combo CO 07/08/2009 89 Final Combo NR 06/02/2009 18 Exterior Lath/Drywall AP 05/28/2009 17 Interior Lath/Drywall AP 05/20/2009 11 Ftg/Foundation/Piers AP 05/20/2009 14 Frame/Steel/Boltmg/Welding AP 05/20/2009 34 Rough Electric AP 05/20/2009 83 Roof Sheathing/Ext Shear AP 04/03/2009 11 Ftg/Foundation/Piers CO 04/02/2009 11 Ftg/Foundation/Piers CA 04/02/2009 69 Final Masonry CA Insp Comments PY COMLETE HANDRAILS SPARK ARRESTOR PY PY PY PY PY PY PY PY remove plumbing from footing or provide letter from engineer PD PD 13 Co caty tcto€ -77 Hainiaii GEOTECHNICAL PROJECT RECORD OF Telephone Conversation Client Office Confer onfer Date. <,-/'- CTO^ROMAVITH Associated With: SUBJECT: DISCUSSION /• J ( ' V |C/ ACTION REQUIRED 228 AVENIDA CABRILLO #A, SAN CLEMENTE, CA 92672-5530 (949)218-6398 FAX (949) 218-6389 Email dhannan3@cox net Expires 3-31-10 EsGil Corporation In Partnership with government for (BuiCding Safety DATE 03/12/09 JURISDICTION Carlsbad OTPTAN REVIEWER a FILE PLAN CHECK NO 09-O077 SET III PROJECT ADDRESS 1360 Corvidae Street PROJECT NAME Room Addition/Loft Infill/Deck/Covered Porch for Schlacter X3 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 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 recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted 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 Xl 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 By Ray Fuller Enclosures LOG EsGil Corporation D GA D MB D EJ D PC (P() 03/12/09 9320 Chesapeake Duve, Suite 208 + San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 EsGil Corporation In (Partnership with government for Quitting Safety DATE O3/O3/O9 a APPLICANT "JORi! JURISDICTION Carlsbad "O~PLAN REVIEWER a FILE PLAN CHECK NO 09-OO77 SET II PROJECT ADDRESS 1360 Corvidae Street PROJECT NAME Room Addition/Loft Infill/Deck/Covered Porch for Schlacter 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 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 recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Steve Ragan 6969 Shoreline Drive Carlsbad, Ca 92011 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted . Steve Ragan Telephone # (619)920-8314 Date contacted•j/W°^ (tydfy Fax Mail^XTelephone FaxvXln Person REMARKS By Ray Fuller Enclosures EsGil Corporation D GA D MB D EJ D PC 02/24/09 9320 Chesapeake Drive. Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad O9-OO77 O3/03/09 RECHECK CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 09-0077 PROJECT ADDRESS 1360 Corvidae Street SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 02/24/09 03/03/09 REVIEWED BY Ray Fuller FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations The approval of the plans does not permit the violation of any state, county or city law A To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans B The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items C Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this hsP QYes QNo Carlsbad 09-OO77 03/03/09 NOTE The items listed below are from the previous correction list. These remaining items have not been adequately addressed The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1 Please make all corrections on the original tracings, as requested in the correction list Submit two sets of plans for residential projects For expeditious processing, corrected sets can be submitted in one of two ways 1) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 12 Per City policy listed below a soils report is required for all 2 stories. Even if not required 1000 psf is max allowed and sheet 2 is stating to assume 1500? Provide report and review letter from soils engineer if required by report. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section A106 1 1 17 A new engineer of record has been provided The following corrections have resulted with new design. a) Where are the calculations for 2x10 deck joist spanning 13 ft ripped V*" per ft ( 6" at end) as shown on S3 b) Where are the hold downs as required for line B on S2 (LTT20B's) c) Detail and reference epoxy anchors for shear and hold downs and add to special inspection list on S1 d) Detail and reference taper cut if CB-1 is to be 117/8" PLM as noted on S4 e) Detail and reference MST 78's to beam/ wall below f) Overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads Verfiy any beams resisting uplift are adequate g) Specify on the plans all beam to beam connections (skewed hanger at entry for example on S3) h) Do not see how portions of line 3 at proposed walls are to tied into existing walls (in order to verify existing floor diaphragm is transferred to new shear walls adding) i) Could not locate where size of ridge was noted on S4 and legend does not address ceiling joist size and spacing as noted by the dashed lines on S4? Carlsbad 09-0077 03/03/09 CITY OF CARLSBAD REQUIREMENTS 34 All new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 500 sq ft in area and only one story, then a soils report is not required The maximum allowable soil bearing value used in any design must be 1000 psf for this exception Project is two stories and also using 1500 for soil bearing. • Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer of record also Notes in ink to be on final sets also (signing of plans by designer and CF-1R forms • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you EsGil Corporation In (Partnership with government for <Buiftfing Safety DATE 01/22/O9 OAPPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-0077 SET I PROJECT ADDRESS 1360 Corvidae Street PROJECT NAME Room Addition/Loft Infill/Deck/Covered Porch for Schlacter 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 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 recheck Xj The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Steve Ragan 6969 Shoreline Drive Carlsbad, Ca 92011 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Steve Ragan Telephone # (619) 920-8314 Date contacted f/25/o^ (by-^3 Fax # MailK Telephone Fax ^ In Person REMARKS By Ray Fuller Enclosures EsGil Corporationn GA n MB n EJ n PC 01/20/09 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 09-0077 O1/22/09 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 09-OO77 JURISDICTION Carlsbad PROJECT ADDRESS 1360 Corvidae Street FLOOR AREA Addition 112 Loft Infill 390 Deck 385 REMARKS DATE PLANS RECEIVED BY JURISDICTION 01/14/09 DATE INITIAL PLAN REVIEW COMPLETED 01/22/09 STORIES 2 HEIGHT 21 ftperlBC DATE PLANS RECEIVED BY ESGIL CORPORATION 01/20/09 PLAN REVIEWER Ray Fuller FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that construction comply with the 2007 edition of the California Building Code (Title 24), which adopts the following model codes 2006 IBC, 2006 UPC, 2006 UMC and 2005 NEC The above regulations apply, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 105 4 of the 2006 International 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, please note on this list (or a copy) where each correction item has been addressed, I e . plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans. 'Carlsbad 09-0077 01/22/09 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer of record also Final sets of structural sheets to remove note "Preliminary Design for Review" 3 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 4 Owner/designer to sign the CF1-R forms 5 Recheck plans for tempered window locations i e within 2 ft of interior/exterior doors See new 3060 at east rear wall 3 and existing 5060 at right side on A-3 as within 2 ft of doors Section 2406 3 6 Specify on the plans the following information for the fireplace(s), per Section 106 3 3 Sheet E-1 is reflecting 2 fireplaces (keynote 16) and no details, terminations shown'? a) Manufacturer's name b) Model name/number c) ICC approval number, or equal d) Show height of chimney above roof per I C B O approval or UBC Table 31-B 7 Referencing detail 2/A-7 to guardrail on A-7 and should be 1/A-7 instead'? 8 Show deck drains sizes i e detail 2/A-7 to be 3" minimum 9 Specify on the plans the following information for the roof materials, per Section 10611 Manufacturer's name & ICC approval number, or equal 'Carlsbad 09-OO77 01/22/O9 10 Could not determine how new lighting on E-1 and E-2 complies with T-24 as any new installed fixtures to be high efficacy or be controlled by a manual!y-on occupancy sensor or dimmer 11 Energy calculations need to be signed at appropriate locations and they are requiring R-30 for roof insulation (generally 2 xlO's minimum) The structural sheets are reflecting 2 x8 rafters ? Please clarify 12 See City requirements listed below for required soils report (not provided) The foundation plan The foundation plan is also noting to see Soils Report and report to verify the 2000 PSF noting in design parameters noted in various places on S1 0 13 The soils report shall include foundation design recommendations based on the engineer's findings and the soils investigation must address liquefaction, 14 Provide a letter from the soils engineer confirming that the foundation 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 (when required by the soil report) 15 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section A1061 1 16 If applies The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 17 Plans need to be reviewed by designer of record, stamp and signed showing that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation Some examples are listed below 18 Sheet S-1 1 did not include all the requirements for Special inspection i) Strong Walls per their IBC listing n) Epoxy anchors in) Soils compliance Carlsbad O9-O077 O1/22/O9 19 Are proposed footings are to be tied to existing footings9 If so specify size, length and spacing of dowels, length of embedment and if epoxied the type and if special inspection is required Section 106 3 3 20 Detail and reference retro fit anchor bolts required to be added for new shear walls at existing foundation If using redheads, then note size, type and length If epoxied then note size of all thread, depth of embedment and epoxy type and ICBO/NER number Any shear panel lengths less than 4 ft will require retro fit hold downs Specify type of hold down and all thread size, length and depth of embedment This will require special inspection to be noted at detail and cover sheet of plans 21 Foundation plan to reflect locations of all hold downs i e missing PHD2's in various locations 22 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan If using built up columns then note minimum anchor bolts per panel and show any lateral bracing i e if sheared Any post located on concrete slabs shall be supported so as to project a minimum of 1" above and any isolated piers shall project at least 8 inches above ground level unless the posts are of approved wood of natural resistance to decay or treated wood is used Appear to be using build up columns but no detail provided for how weep screed will maintain minimum 2" to paved (hardscape) areas 23 Cannot verify adequacy of deck joist until plans reflect depth of notch noting on S-2 0 and if slope framing or taper cuts The architectural sheets reflect middle of deck with low point Structural to address this 24 Detail 23/S-2 0 seems to reflect a strap hold down from floor to floor but could not determine how this applies as referenced to various areas on S-2 O9 If and where does apply specify strap size 25 Please recheck all details to verify that they are complete and/or correct See for example where referencing detail 18/SD3 to various places which in turns references detail 10/SD3 and no detail/sheet provided 26 Could not locate where either length and/or depth of embedment was noted for lag bolts for ledger 27 The plans are for example reflecting a blocked diaphragm above fireplace on S- 2 0 The fireplace flue would seem to render this as ineffective due to large opening required for a 0 clearance flue9 Please clarify 28 Show or note on plans that all rake walls are to be ballooned framed ( sheet S- 30) 29 Should note detail 25/SD1 as typical or reference to all applicable locations Carlsbad 09-0077 O1/22/09 30 Could not see where plans/calculations addressed line B on S3 0 New openings without headers shown nor how this will resist lateral forces from Yz addition, removed wall and/or new enlarged openings 31 Overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads 32 Referencing detail 18/SD-1 to S-2 0 Are there to be new/modified stairs and if so would need to reflect max rise and minimum run a) Maximum rise is 7-3/4" and minimum run is 10" b) A nosing not less than 75 inch but not more than 1 25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches 33 Reference all details to applicable locations and cross out or remove those that do not apply CITY OF CARLSBAD REQUIREMENTS 34 All new residential buildings, including additions, require a soils report An update letter is required if the report is more than 3 years old If a room addition is less than 500 sq ft in area and only one story, then a soils report is not required The maximum allowable soil bearing value used in any design must be 1000 psf for this exception Project is two stories and also using 2000 psf for soil bearing 35 All chimneys attached to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester The net free area of the spark arrester shall be not less than four times the net free area of the outlet of the chimney The spark arrester screen shall have heat and corrosion resistance equivalent to twelve gauge wire, nineteen gauge galvanized wire or twenty-four gauge stainless steel Openings shall not permit the passage of spheres having a diameter larger than one-half inch and shall not block the passage of spheres having a diameter of less than three-eight inch City ordinance 36 Nails for shear transfer connection (using A35's, etc ) may not be driven parallel to the flanges of TJI's (i e , along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained Details or notes on the plans should make this clear Nails may be driven perpendicular to TJI flanges • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 'Carlsbad 09-0077 01/22/09 • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes a No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation Thank you Carlsbad 09-OO77 01/22'/09 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 09-0077 PREPARED BY Ray Fuller DATE O1/22/09 BUILDING ADDRESS 136O Corvidae Street BUILDING OCCUPANCY R3 U TYPE OF CONSTRUCTION V-B BUILDING PORTION Addition Loft Infill Deck Fireplace Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code P.'.Hn Pprmif FPP hv OrHina AREA (Sq Ft) 112 390 385 2 cb Valuation Multiplier 121 94 5300 1441 2,42662 By Ordinance nrp "V : Reg Mod VALUE ($) 13,657 20,670 5,548 4,853 44,728 $355 95 Flan Check Fee by Ordinance Type of Review I Repetitive Fee"i Repeats Complete Review D Other r-1 Hourly EsGil Fee Structural Only Hr $231 37 $19933 Comments Sheet 1 of 1 macvalue doc + City of Carlsbad Public Works — Engineering DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB&0-77 BUILDING ADDRESS \?>6O PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER II 2 f EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please see the >arached report of deficiencies marked /with D MaVe 'necessary corrections to plans or specifications/for compliance with applicable codes and-standards Submit corrected plans and/or specifications to this office for review By By Date Date FOR OFFICIAL USE ONLY INHERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Grading Permit Application Grading Submittal Checklist Neighborhood Improvement Agreement Right-of-Way Permit Application D D D D D D D [] Right-of-Way Permit Submittal Checklist and Information Sheet V Storm Water Compliance Forms f ENGINEERING DEPT CONTACT PERSON Name Linda Ontiveros City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 Parcel Map No CFD INFORMATION r\R/V~PA Recordation \C>\I*\ \ Carlsbad Tract £f (-T 1 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 602-272O • FAX (760) 6O2-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F B Existing & Proposed Structures G C Existing Street Improvements H Property Lmes_ asements- Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service ft-0T ^ Existing or proposed irrigation service 2 Show on site plan ramage Patterns ^ 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 C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A/^rte address ^Assessor's Parcel Number ~ .egal Description ~ , O/J 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 BUILDING PLANCHECK CHECKLIST iST ,RD DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 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 $ 17.000 . 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 Yz" 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 D IMPROVEMENT REQUIREMENTS 6a 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 $ 82.000 . pursuant to Carlsbad Municipal Code Section 1840040 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 Rev 7/02/08 A ST 2ND 3RD BUILDING PLANCHECK CHECKLIST 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 CD CD d 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $430 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date Q 6d 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 15 16 010 of the Municipal Code Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) Cl Q 7b 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 D 7c Graded Pad Certification required (Note Pad certification may be required «ven if a grading permit is not required ) BUILDING PLANCHECK CHECKLIST RD D n 3n n n n n 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 8 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, tying into public storm dram, sewer and water utilities To see requirements, visit our website www carlsbadca gov/engineenng Right-of-Way permit required for INDUSTRIAL WASTE PERMIT 9 If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date NPDES PERMIT 10 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 STORM WATER COMPLIANCE 10a 1 Requires Project Storm Water Permit) # PSP t>^) ^l | i Tier f/¥rer1t-(Requires SWPPP) - Please complete attached forms 0 Exempt - Please complete attached exemption form 11 0 Required fees are attached H No fees required BUILDING PLANCHECK CHECKLIST ,ST •>ND D D D D D WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units receive "standard" 1" service with 5/8" service • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like O; STA1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection BUILDING PLANCHECK CHECKLIST .. ST 2ND 3RD • In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future EH d d 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: 0) Sro <oa a =tt *fc O (JCD O 6 6 c c Ol £L an a a n PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB090077 Address 1360 CORVIDAE ST Planner GINA'RUiZ Phone (760) 602- 4675 APN 2156912800 Type of Project & Use ADDITION Net Proiect Density DU/AC Zoning P-C General Plan RLM Facilities Management Zone 19 CFD (in/out) #_Date of participation Remaining net dev acres. Circle One (For non-residential development Type of land used created by this permit Legend £3 Item Complete D Item Incomplete - Needs your action Environmental Review Required YES D NO IEI TYPE DATE OF COMPLETION Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required YES D NO IEI TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located m Coastal Zone? YES M NO Q CA Coastal Commission Authority? YES Q NO Kl If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) EXEMPT Habitat Management Plan Data Entry Completed? YES D NO |El If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES d NO £<] (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES D NO ID (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Site Plan E D D 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 (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines D D 1 Applicability YES D NO IEI D D 2 Project complies YES El NCQ DD D D Zoning: 1 Setbacks Front Interior Side Street Side Rear Top of slope Required 20^ Shown 24' Required 6_5: Shown 106 Required N/A Shown N/A Required 13^ Shown 32' Required 16 1' Shown 24' 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required Required Shown Shown Shown Shown Shown Required <40% Shown 32% 4 Height Required 30' MAX Shown 28: d D 5 Parking Spaces Required 2 Shown 3 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required _ Shown _ EH CH Additional Comments _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 rT Y I I > A A ] r~i iy< A N h iv i—*r- Structural Design ^Engineering PO Box 1363, Solana Beach, CA 92075 760 635 0736 (Msg & Fax) 760 415 3611 (Direct) ihranekf&resstrucl com FEBRUARY 24, 2009 1 OF 1 1 STRUCTURAL CALCULATIONS FOR THE SCHLACTER ADDITION DESCRIPTION: SINGLE FAMILY RESIDENCE ADDITION 1360 CORVIDAE STREET CARLSBAD, CA CITY OF CARLSBAD DESIGNER; SR DESIGNS 6969 SHORELINE DRIVE CARLSBAD, CA 9201 1 (619)920-8314 YJ HRANEK 8 FAR 6-30-09 RES STRUCT PO BOX 1363 SOLANA BEACH, CA 92075 7606350736 Title Bonfanti-ClarkeDsgnr A Hranek Project Desc SFR Addition Project Notes F"ted 'Wood Beam Design Lie. # : KW-06005757 Description FB2 Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Truss Joist Wood Grade Parallam 2 OE Beam Bracing Beam is Fully Braced against lateral-torsion D(0 305) * * *| * Re F\ENERCALOschlader-co(VK)ae.ee6 j ENERCALC, INC 1983-2008, V»r 60.21, N.84004 | License Owner : ANTHONY HRANEK PE Fb - Tension Fb - Compr Fc-Prtl Fc-Perp Fv Ft buckling D(G 0 ^ t Calculations 2,9000 psi £ 2,9000 psi 1,6000 psi 6500 psi 2900 psi 1 ,000 0 psi DCS) 1 * PIT iBC 2006, CBC 20')' 20GSNOS- Modulus of Elasticity Ebend-xx 2,000 Oksi Emmbend - xx ksi Density 34 150pcf • .: I 950X70, Span =12 Oft Applied loads Load for Span Number 1 Uniform Load D = 010 k/ft, Tributary Width = 1 0 ft PomtLoad D = 30k@90ft Uniform Load D = 0 3050 k/ft, Extent = 0 0 -» 9 0 ft, Tributary Width = 1 0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb Actual FB Allowable - Load Combination Location of maximum on span Service loads entered Load Factors will be applied for calculations 06191 9 50 X 7 0 1,79459psi 2,900 OOpsi +0 7560ft Span # 1Span* where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection = 0 000 in Max Upward L+Lr+S Deflection = 0 000 m Live Load Deflection Ratio = 0 <360 Max Downward Total Deflection = 0 552 in Max Upward Total Deflection = 0 000 in Total Deflection Ratio = 260 Overall Maximum Deflections - Unfactored Loads Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs Design OK 0302 1 9 50 X 7 0 87 50 psi 290 00 psi •*D 12000ft Span#1 Load Combination DOnly ~ " " 1 Maximum Vertical Reactions - Unfactored Span Max "-" Defl Location in Span Load Combination 05518 6300 Max "+" Defl Location in Span 00000 0000 Support & Load Combination Support 1, (DOnly) Maximum Vertical Reactions Load Combination Overall MAXimum DOnly -Unfactored Support 1 Support 2 3066 3879 3066 3879 Support Reaction 3066 k i'fi~>" '> it: ' ? •> * ' ?' *^"zoDLLd0)N CO a Ci -I n CO __ v (M_c X Q .D § £ > * Ere0) DO UJ Oz LU Q^^ LJJ Z E CLino>XCNmCLCOooT- Xin CO CO in CO £ en CN O OOm "- o CD00 "* CN T— 5o CM5 CD CO CO CO 5 in CD CO o CO CM CD O rr O O LLnz IL OOtt LOWERoCD©tooCDm—>oo CO T— T- CO LJJ CO <1- CL CO — i LJJ LJJ_li O LJJ LJ_LJJa: CN ? Q_mo>XmCNmQ.COooi- Xm CO CN CN CO OO h- m CO o0o O) oo0 co" CN mLL CLmCDX CO CO >- — \ o_l TO ENERCon LJJ1 1 LJJon CM CM CO o5 s in CM oo CM 0 ooh- CM oo 00 ^ CD I _,CLCDinCNm o COoo CO CD mo T— O * o CD CO o CD CMX _,CLmCMm in in COm CN CM 00 enCO CO o O) CO h- CM in CO in CM CO X CNX COo o 00 CM CD in CO ^ om "*" o X QLJJCLD_cnooCD©too X CN O) m •^ CO CN CD T~ C35 CD ? Q e> (/) LJJ D O a: HI LLo CO • " • IV. FOOTING DESIGN *Soils report recommendations always supercede footing size and reinforcement noted on this page SOILS REPORT BY HANNAN. 3-10-09 ASBP (psf) 2000 1 STORY W(m)= 12 D (in )= 24 PMAX= 10,667 Ibs 2 STORY W(m)= 15 D (in )= 24 PMAX= 13,333 Ibs Where PMAX= (2*(D+6)+4)*W*(ASBP/144) •'• •< I.U II SPREAD FOOTINGS. LOAD (Ibs )* 25,000 21,500 15,500 12,500 10,500 8,000 PAD No. P-1 P-2 P-3 P-4 P-5 P-6 SIZE (in SQ) 42 39 33 30 27 24 DEPTH (in ) 24 24 24 24 24 24 #4 REBAR (E W ) 5 4 4 4 3 3 * FOR DESIGN PURPOSES, ONLY SIZE=SQRT((LOAD/ASBP)*144) TYPICAL CONTINUOUS FOOTINGS & GRADE BEAM, U.N.O. BY SOILS REPORT W (in.) D fin.) Rebar @ T&B F-0 12 24 1-#4 F-1 15 24 2-#4 GB-1 18 24 2 - #6 w/STIRRUPS PER DETAIL SCHLACTER-CORVIDAE 3/12/2009 •. U 14 (5 F&1 il TONY HRANEK P.E. Structural Design ^Engineering P.O. Box 1363, Solana Beach, CA 92075 760 635 0736 (Msg & Fax) 760 415 3611 (Direct) thranek@resstruct com FEBRUARY 24, 2009 1 OF 11 STRUCTURAL CALCULATIONS FOR THE SCHLACTER ADDITION DESCRIPTION; SINGLE FAMILY RESIDENCE ADDITION 1360 CORVIDAE STREET CARLSBAD, CA CITY OF CARLSBAD DESIGNER; SR DESIGNS 6969 SHORELINE DRIVE CARLSBAD, CA 92011 (619)920-8314 ANT HO c 6441 HRANEK XP 6-30-09 DATE I DESIGN CRITERIA 1) REFERENCES 2007 CALIFORNIA BUILDING CODE & 2006 IBC, ASCE 7-05, NDS 2005 2 OF SCHLACTER-1360 CORVIDAE 2) LOADING DEAD LOADS -ROOF L L =20 PSF, D L =SEE 'DEAD LOAD1 SHINGL-E -FLOOR LL=40PSF, DL=10PSF 3) SEISMIC/WIND -WIND SEE PART III -SEISMIC (ZONE 4) SEE PART III 4) TIMBER* -REPETITIVE D F #2 (OR AS NOTED) -BEAMS/SINGLES D F #1 (OR AS NOTED) -GLULAMS COMB22F-V4 (OR AS NOTED) -MICROLAM/PARALAM BY TRUS JOIST MacMILLAN (M L /P L ) * Equivalent product per page 3 'Material Design Properties' may be substituted if desired 5) CONCRETE 2500 PSI @ 28 DAYS, U O N PSF SHINGL-E CONCRETE MUDDED Ck-AY SHEATHING JOISTS CEILING MISC TOTAL 5 14 -19 2 3 25 25 24 6) SOILS SOILS REPORT BY ASBP= 1500 ASSUMED PSF, UNO 7) MASONRY WALLS, U O N -F'm = 1500 PSI -Fs = 24000 PSI -N = 25 8 -HALF STRESS DESIGN -SOLID GROUT -NO SPECIAL INSPECTION 8) STEEL STRUCTURAL STEEL PER ASTM A992 (W) & A572 (TS) FABRICATED & ERECTED PER ATSC SPECS 9) BOLTS UNLESS OTHERWISE NOTED, ASTM A307 10) WELDING PER AWS D1 1-77, E70XX ELECTRODES SCHLACTER-CDRVIDAE 2/24/2009 3 OF VERTICAL ANALYSIS ROOF DIAPHRAGM (Mm Req ) 1/2" CDX Plywood (32/16), ST E N & B N 8d @ 6" o c FN 8d@12"oc FLOOR DIAPHRAGM 5/8" T&G Plywood (32/16), ST II (Mm Req ) E N & B N 8d @ 6" o c FN 8d@10"oc 'SUMMARY OF VERTICAL DESIGN' CONFORMS TO THE FOLLOWING FORMULAS V, M, & Deflection Determined by the standards set by the American Institute of Steel Construction Publication, pgs 2-198 through 2-211 Formulas used in accordance with these standards are as follows 1 5V reqd Deflection max El 240 12M req'd req'd ' (1728)(240) (1700*)(12) req'd ' Dx(20 33*) L(ft) * Douglas Fir requirements Conversion of required properties for alternate material See below for factors applied to D F spreadsheet APPLIED TO 'SUMMARY OF VERTICAL DESIGN1 MATERIAL DESIGN PROPERTIES DF A. S. 1 CONVERSION FACTORS A I DF #1 PARALAM MICROLAM GLULAM STEEL 95 290 285 270 14500 1300 2600 2600 2800 24000 1700 2000 1900 2100 29000 1 1/3 1/3 1/28 1/152 1 1/2 1/2 1/2 1/18 1 1/1 17 1/1 11 1/1 23 1/17 NOTE ALL VALUES ARE PSI iCHLACTER-CDRVIDAE 2/24/2009 Of P:C LL- 2® 140 u- e -1 - o I — • ft - Coc-i/( OA fc, b <rp j L= - gTO D (I- \l • P,* 1"°*' •£ ' 1690* 4-3070 -7930 RES STRUCT PO BOX 1363 SDLANA BEACH, CA 92075 760 635.D736 Wood Beam Design Lie. # : KW-06005757 Descnption FB2 Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Truss Joist Parallam 2 OE Title Bonfanti-Clarke Dsgnr A Hranek Project Desc SFR Addition Project Notes Beam Bracing Beam is Fully Braced against lateral-torsion buckling i-'rted - b?0'i I IMP1! Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft 2,900 0 psi 2, 9000 psi 1 ,600 0 psi 650 0 psi 290 0 psi 1 ,000 0 psi File f \enercalc\scWactef-cofvidaeec6 INERqAiC, INC. 1983-2008, Ver 6.0 21, N 84004 License Owner : ANTHONY HRANEK PE Calculations per IBC 2006 C&C 2007, 2005 '• E Modulus of Elasticity Ebend-xx 2,0000ksi Eminbend - xx Density ksi 34150pcf D(0 305) — ;• v > .. *v; ;".' •)i'—• .j^v '- s—' ^^?' "'•" •' .'-'.^'i^ayiaj.'r;—'—"^:'v'S^'^"^"'yii.""^S"^'!"".—'—"'^^S^'% ~ "^ V*"*"""-'" £' •"*"*&} 'iV* fl ".. Sy'Sl'111 '""" 70x95 , Span = 120ft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 0 10 k/ft, Tnbutary Width = 1 0 ft Point Load D = 30k@>90ft Uniform Load D = 0 3050 k/ft, Extent = 00 --» 9 0 ft, Tnbutary Width = 1 0 ft D^SISIiMXUIIMfiY *,.,_ ....... _ ^^^••TJJKHiiJii^^^M Maximum Bending Stress Ratio = Section used for this span fb Actual = FB Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Overall Maximum Deflections - Unfactc Load Combination Span D Only 1 Maxirpam V«gi||l Reactions • Uifaetai Support & Load Combination Support 1, (DOnly) Maximum Vertical Reactions - Unfacto Load Combination Support 1 Overall MAXimum 3066 DOnly 3066 0456 1 70x95 1,322 33 psi 2,900 OOpsi +D 7560ft Span#1 0 000 in 0 000 m Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 0302 1 70x95 87 50 psi 290 00 psi +D 12000ft Span#1 0 <360 0 300 in 0 000 in 480 artto**,.. Max '-'Defl Location in Span Load Combination 02996 m-"1-. • . M#. . . ... Support 2 3879 3879 6300 sjopo" nofitcr Fa' o"i s f 1 Support Reaction 3066 k •> Ipp'V lOtit -, ! f -\ '•' ' S81 Max '+" Defl Location in Span 0 0000 0 000 11*" 7"ZoDLLW0)N V) m Ci | COJC ^^CM C ^ XQ ^^ 5 s .Q > * _J E 0m LU O ZLU Q COLU Z _iQ-tnCDXinCMmCL0000A Xin 00 CO in CO £ CD CM OOOm ^ oCDOO "* CM x — CD O CM^ CD ^J ^JCO 00 CO ? in CD 00 0 CO CM CD O X tr 0o LLn ^u.o 0a:LOWEROCD©OCDin—5oo00 T— v LU m<H Z D- — ILUa oH- (£.LU LU mCM p _JQ_inCDXinCMinQ.CO00v Xin CO CD CM CM 00 00 s inoo ooo CD ooo CO CM 5LL D_inXh- CO CO ^~1 ^O <;O ENERC' h- c£ u. LUo: CM CMCQ LL OX CO inCM COCM 0 oo1^- CM oo CO "*" CD X _JQ_CDinCMin o CO COCO CD •( If)o v o ^ o CD CO o CD CM X _JQ.Xir>CMm h-m COmCM CMoo CD CO CO oCD CO CM inCD in CM coX CMX COCD o 00 CM CD CO ^ oin T~ o X COLU Q O a:in O o: CO Ill LATERAL ANALYSIS CBC 2007 SEISMIC ADDRESS 1360 CORVIDAE ST CARLSBAD SITE CLASSIFICATION D ar| / LATITUDE 33 1 LONGITUDE -1173 uses NUMBER OF FLOORS 1 Ss= 1 252 ST = 0 472 Fa = 1 000 Fv = 1 528 SMS= 1252 SMI = 0 721 SDS= 0835 SD1= 0481 Table 025 IGO Table DID Z40 11 4-1, 05D I4D 1 1 4-2, 020 200 Site Class 075 I2D Site Class 030 ISO D OD HO D 140 GO [Ss/ [S,/ Fa] 125 IDD Fv] 05D 150 v =F*SDS R -W,Where F= 1 R= 55 V- 0152W Eh=/)*QE E =0 2*Snc*W 2 STORY: Roof+Walls Floor+Walls W 34 22 56 H 19 9 EWH= WH 646 198 844 WH wbum(W H) vv T 429 560 Vs (psf) 6.5 AREA 1000 8.5 \ 5500 TOTAL SEISMIC FORCE (#) 6,505 46,741 1 STORY.= 0152 34 Vs (psf) =3500 18,059 WIND Vw = 11.42 psf WIND GOVERNS UP TO DEPTHS OF... 2 FLOORS-2nd Story Htnb= 8 Vw*Htnb= 91 1st Story Htnb=18 Vw*Htnb= 206 1 Story Htrib = 8 VW*H,,'W ntnb =91 D = (Vw*Htnb) / Eh D = 14.05 ft D= 2419 ft D= 1771 ft ANALYZE EACH SHEAR LINE PER PLAN FOR WORST CASE CONDITION (le Wind or Seismic) DESIGN ACCORDINGLY SCHL/VCTER-CORVIDAE 2/24/2009 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33 1 Longitude = -1173 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1 0 ,Fv = 1 0 Data are based on a 0 01 deg grid spacing Period Sa (sec) (g) 02 1 252 (Ss, Site Class B) 10 0472 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33 1 Longitude = -1173 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 - Fv x S1 Site Class D - Fa = 1 0 ,Fv = 1 528 Period Sa (sec) (g) 02 1 252 (SMs, Site Class D) 10 0721 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude - 33 1 Longitude = -1173 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1 0 ,Fv = 1 528 Period Sa (sec) (g) 020 834 (SDs, Site Class D) 10 0 480 (SD1, Site Class D) <tt LU >- QL < IDe/> (/)coQTSoCDQ.1-a_CO 1- O tn «—i- 0)SIco EID ^ tf; c:' 0! cx CO u? .c LU 5 LU O X CL 0) i < •9 "S 5| - o:o 0 u. QZ Oo LU CO LU O LU Q COLU < QLZt— r — CD O5CD OO 00 OO in omCM m CO 05 om CD O5 CN " (D r~COCO,- O ^ — *- m in CO CM m 00 in 0inCM vn CO 05 oin CD 05 CM•t — O a:zv-r CD 05 CD CD CO CO '* o CM vn CO O5 om CD CM CM OO1^-OCO:>CO CDom in CM CO 05 m CO in m CDOin in 0m CM ^j- Sm om CD o CM "* CO _J <C o: Q. Qi 0 1 D LL III OHO\ — K O O LU 1-co LU LU CJ LU U LU K. < _ m13QXCO m CD O5 CMinm 00 T CO ^f Oin OOOO CM O5 o CD CMCO o ^ < OO<NQ_XmoCMI—_JCM CD 0 CO" CO OO 00 CDCN CM" om •< — 0 CD CM" OS oin OO a;*iCO.'.'.^ O5r-- tt:W LJJ )NGWALL (^J co LU LJJ CO ^7O CO CL CO CO CO T_" O oo 0o O5 O O CD 00 -<t T— T™ -o ffi ^CM rn 05CO'*•- moo m OU_CL Omo b 0 i-co •^ O CO Q. CO O5 CO OO Cm j£3 O5 om oo ^- CM 0 -p,CO^X'^''r' * ' O5 CD OL L1J )NGWALL (u h- UJ UJh- z O CO Q-•s. CO a> 00 CM" o ^> CDO CM" 00 o CD ^r ^~ •c- mQXCO COo m" O5mm CMO5 0 m CM CO CD CO •sl- ooo CD 0in CO OOo> m O5 om 00 ^ CO CO eno(M(N U< Q >a.au i Ld Y-u< Iuin IV. .FOOTING DESIGN i ; f f i OF I! *Soils report recommendations always supercede footing size and reinforcement noted on this page p^.x SOILS REPORT BY ASSUMED ASBP(psf)= 1500 i ^ 1 STORY -^ ..1 WIDTH (in)- 12 DEPTH (in )= 18 PMAX = 6,500 Ibs 2 STORY WIDTH (m)= 15 DEPTH (in )= 13 PMAX" 8.125 Ibs Where PMAX= (2*(D+6)+4)*W*(ASBP/144) SPREAD FOOTINGS D UJ LOAD (Ibs )* 24.500 16.000 1 1 500 9 500 / oOO 6 000 PAD No P-1 P-2 P-3 P-4 P-5 P-6 SIZE (in SQ ) 48 39 33 30 27 24 DEPTH (in ) #4 REBAR (E W ) 18 18 12 12 12 12 5 4 4 4 - 3 3 5IZE=SQRT((LOAD/ASBP)*144)* FOR DESIGN F-JRPCSES, ONLY TYPICAL CONTINUOUS FOOTINGS & GRADE BEAM, U.N.O BY SOILS REPORT Width (in.) [lejgthjQn.) Rebar @ T&B F-0 12 18 1 #4 F-1 15 18 2--#4 GB-1 18 24 2 - #6 w; STIRRUPS PER DETAIL SCHLACTER-CDRViDAE 2/24/2009 FROM RES STRUCT PE, iyia, iu iw iv;iia FflX NO 760 635 0736 Mar 10 2009 01 26PM Pl/1 Hmtnaii GEOTECHNICAL H PftQJErm .U fe ft f AftV»'* ^ ^~ "v ir v V 1NV- RECORD OF: 1 eleplione C. onveraaoon. Client Office Confer 12V AVEMDA CARHILLO *A, SA> CLEMriVTE, CA #2*72-555(1 FAX (949) 218-6389 Email dham>an3(k;con »et VJI 10 - - I/ *RES STRUCT P.E Structural Design (^Engineer PO Box 1363, Solana Beach, CA 92075 760 635 0736 (Msg & Fax) 760 41 5 361 1 (Direct) APRIL 5,2009 SCHLACTER RESIDENCE ADDRESS. 1360 CORVIDAE STREET To BUILDING INSPECTION DEPARTMENT, CITY OF CARLSBAD •> THIS FIRM IS ADDRESSING THE FOLLOWING 1 S2 CONCRETE SLAB @ NEW PATIO WILL COVER MULTIPLE WATER PIPFS WITH DIAMETERS RANGING FROM 3/4" TO 2" THE PIPES HAVE BEEN UNDERLAIN WITH 2" SAND, WRAPPED WITH FOAM INSULATION AND WILL BE TOPPED WITH A 4" CONCRETE SLAB As ENGINEER OF WORK FOR THE ABOVE RESIDENCE, WE RECOMMEND ACCEPTANCE OF THE ABOVE WITHOUT RESERVATION PLEASE FEEL FREE TO CONTACT THIS OFFICE SHOULD THERE BE ANY CLARIFICATIONS OR QUESTIONS SINCERELY ANTHON\(J >HRANEK, R C E 64428 FROM .RES STRUCT PE FflX NO. .760 635 0736 Apr 05 2009 06 56PM Pl/1 •<* *Rbs STRUCT P. Structural Design ^Engineering P O Box 1363, Solana Beach, CA. 92075 760 635 0736 (Msg.& Fax) 760 415 3611 (Direct) SCHLACTER RESIDENCE ADDRESS 1 360 CORYIDAE STREET To: BUILDING INSPECTION DEPARTMENT, CITY OF CARLSBAD "7 60 G>Q~Z, APRIL 5,2009 THIS FIRM IS ADDRESSING THE FOLLOWING 1 S2 CONCRETE SLAB @ NEW PATIO WILL COVER MUL i IPLE WATER PIPES WITH DlAMfc 1 bRS, RANGING FROM %" TO 2". THE PIPES HAVE BEEN UNDbRI AIN WITH 2" SAND, WRAPPED WITH FOAM INSULATION AND WILL BE TOPPED WITH A 4" CONCRBf fc SLAB As ENGINEER OF WORK FOR THE ABOVE RESIDENCE, WE RECOMMFND ACCEPTANCE OF i HE ABOVE WITHOUT Rf-SFRVATiON PLEASE FEEL FREE TO CONTACT THIS OFFICE SHOULD THPRb BE ANY CLARIFICATIONS OR QlJbSTlONS. SlNCEREL/, ANTHONY J/HRAIIEK., R C.E 64428 Technical Energy Calculations February 26, 2009 V Steve Ragan Project Schlacter Residence TEC # 09-02 Summary Roof R-19 at new Wall R-13 at new Floor R-19 at new Thermal Mass N/A HVAC use existing 1 00,000 BTU gas FAU , 78 AFUE (or eq) typ of 1 AC N/A Duct Insulation R-4 2 at new Water Heater use existing 50 gal gas water heater, 57 EF (or eq), typ of 1 Glazing Use dual glazed non-metal windows & French doors('U'value 0 580, SHCC 0 65), or eq Special Features use R-l 2 insulation blanket at all hot water heaters w/ an EF <, 58 Any questions, call me at 858-472-2680 Thanks, Brian Hansen 14525 RutledgeSq San Diego, Ca 92128 Phone (858) 472-2680 fax (858) 487-9688 TITLE 24 REPORT Title 24 Report for: Schlacter Residence 1360 Corvidea St Carlsbad, Ca 92011 Project Designer: SR Designs 6969 Shoreline Drive Carlsbad,, CA 92011 6199208314 Report Prepared By: Brian Hansen Technical Energy 14525 Rutlege Sq San Diego, CA92128 (858) 472-2680 Job Number: 09-02 Date: 2/26/2009 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards This program developed by EnergySoft, LLC - www energysoft com EnergyPro 4 4 by EnergySofl Job Number 09-02 User Number 1082 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1R Certificate of Compliance 3 Form MF-1R Mandatory Measures Summary 7 HVAC System Heating and Cooling Loads Summary 9 EnergyPro44 by EnergySoft Job Number 09-02 User Number 1082 Certificate Of Compliance : Residential (Parti of3) CF-1R Schlantpr 2/PR/POQ9Project Title 13fiD Hnrvirlea St Harlsl Project Address Technical Fnergy Documentation Author FnorgyPro Compliance Method TDV(kBtu/sf-yr) Space Heating Space Cooling Fans Domestic Hot Water Pumps Totals Percent better than Standard lart Standard Design 622 593 1 36 708 000 2058 Date Building Permit # (858) 472-2680 _. _. L/h ,Telephone Plan Check/Date CA Climate Zone 07 p.eid check/DateClimate Zone Proposed Compliance Design Margin 503 1 18 6 97 -1 04 1 48 -0 13 7 08 0 00 0 00 0 00 20 57 0 02 01% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Type [y] Single Family CH Multi Family Building Front Orientation Fuel Type Fenestration Area 908ft2 Avg U Ratio 231% Avg SHGC BUILDING ZONE INFORMATION Zone Name : i Addition 5 Existing + Add/Alt (W) 260 deg Natural Gas 058 065 Total Conditioned Floor Area Existing Floor Area Raised Floor Area Slab on Grade Area Average Ceiling Height Number of Dwelling Units Number of Stories Floor Area Volume #of Units ; MVAC:3997 Zone Type Conditioned Thermostat Type Sethark 3,927 ft2 3,445 ft2 598 ft2 1,795 ft2 90 ft 100 2 Vent Hgt Area OPAQUE SURFACES Type Frame Area .Wall .Wood Door None Roof Wood Wall Wood. .Door None .Wall Wood Wall Wood Wall Wood Wall Wood Floor Wood Roof Wood Wall Wood Wall Wood Wall Wood Wall Wood Floor Wood Roof Wood Wall Wood Wall Wood Wall Wood 28 631 318 348 90S 990 63 486 1,792 348 526 186 548 112 119 196 63 ... Ifll U-Fac Insulation Cav Cont R-13 R-O.O 1.450 None R-OJL 0.049 _Q..1.02. ..J..4.5Q. _Q.102 0 109 0109 0.109 0064 0049 0 109 0.109 0109 0.109 0048 0051 0109 0..1.Q2. . .R-1.9_ R-0,0_. R-13 R-OO _None__EUO..O__ _J3J3 R-.QJL R-13 R-O.O R-13 R-O.O R-13 R-O.O R-13 R-O.O R-19 R-OO R-13 R-O.O R-13 R-O.O R-13 R-O.O R-13 R-OO R-19 R-O.O R-19 R-O.O R-13 R-OO R-13 R-OO Act Azm .305 305 960 260 260 350 80 170 _80_ 0 9fiO 960 350 80 170 0 960 80 170 Gams Condition Tilt Y / N Status 90 90 99 90 90 90 90 90 90 180 92 90 90 90 90 180 99 90 90 9.0 ? | IX ! 3 E 2 = Existing Existing Existing Existing Existing Existing Existing Existing Removed Existing Fxistinn Fxistinn Existing Existing Existing New New New Fxistinn New JA IV Reference 09-A3 28-A1 01-A4 09-A3 28-A1_ 09-A3 09- A3 09- A3 09-A3 91 -A3 01-A4 09-A3 09-A3 09-A3 09-A3 21-A4 02-A5 09- A3 09-A3 09-A3 Location / Comments 1st Floor Zone 1 st Floor Zone 1st Floor Zone 1 st Floor Zone 1st Floor Zone 1 st Floor Zone 1st Floor Zone 1 st Floor Zone 2nd Floor Zone 2nd Floor Zone 2nd Floor Zone 9nd Flonr Zone 9nd Floor Zone 9nd Floor Zone 2nd Floor Zone 2nd Floor Zone 9nrl Floor Zone 9nd Flonr Zone 9nri Floor Zone 2nd Floor Zone Run Initiation Time 02/26/09 09 23 40 Run Code 1235669020 EnergyPro 4 4 by EnergySoft User Number 1082 Job Number 09-02 Page 3 of 9 Certificate Of Compliance : Residential (Part Schlacter Residence Project Title FENESTRATION SURFACES # Type Area U-Factor1 2 3_ 4 JeT 7 8 .10 1? -ta 15 JZ JL8 19 Window Window Window Window Existing Window ..Window. Window Window .Window. Window Window Window Window Window Window Window Window Window Front Left Rear Rear Rear ._Baar__ Rear (W) (N) (E) (E) (E) ~(E)~ Right IS\ Rear Front Left Rear Rear Rear Riaht Right Right Rear . (E) (W) (N) (F) (E) (S) (S) (S) IF) 40.0 480 1425 480 1.8.Q. 144.0 600 0.580 0580 0990 0580 0990 .. Q 580 0.580 0580 142,0. 0,58.0 48.0 0.990 708 1125 25.0 960 360 125 125 780 48.0 0580 0580 0.580 0580 0580 0580 0580 0580 0580 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 116-A 065 074 065 074 _Q_65 065 065 065 074 065 065 065 065 065 065 065 065 065 Date True Cond SHGC Azm Tilt Stat Glazing Type 116-B 116-B 116-B 116-B 116-B 116-B J16-B 116-B 116-B 116-B J16.-B 116-B 116-B 116-B 116-B 11R-B 116-B 116-B ?60 350 80 80 80 80 80 ...1.70. . .260... 350 80 80 80 170 170 170 80 90 Existing Double Non Mstal Clear 90 Existing Double Non Metal Clear 90 RemovedSmqle Non Metal Clear 90 Altered Double Non Metal Clear Single Non Metal Clear 90 New Double Non Metal Clear 90 New Double Non Metal Clear 90 RemovedDouble Non Metal Clear 90 Exis.ting_Qp_ub!.e Non MetaLCIear 90 Be_rn_ove_dSingle Non_MetaLCIe_aji 90 Existing Double Non Metal Clear 90 Existing Double Non Metal Clear 90 Existing Double Non Metal Clear 90 New Double Non Metal Clear 90 RemovecDouble Non Metal Clear 90 New Double Non Metal Clear 90 RemovedDouble Non Metal Clear 90 Existing Double Non Metal Clear 90 New Double Non Metal Clear 2 of 3) CF-1R 2/26/2009 Location/ Comments 1 st Floor 7onfi 1 st Floor Zone 1 st Floor Zone 1 st Floor Zone pre-altered for above 1st Floor Zone 1 st Floor Zone 1st Floor Zone 1st Floor Zone 2nd_EI.Q.ar_ZQnfi_ 2nd Floor Zone 2nd Floor Zone 2nd Floor 7one 2nd Floor Zone 2nd Floor Zone 2nd Floor Zone 2nd Floor Zone 2nd Floor Zone 2nd Floor Zone 1 Indicate source either from NFRC or Table 116A 2 Indicate source either from NFRC or Table 116B INTERIOR AND EXTERIOR £ # Exterior Shade Tvoe1 2 3 4_ 6 7 8 9 10 11 12 13 "14 15 16 17 18 19 Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen jHADING window Overhang Left Fin SHGC Hgt Wd Len Hgt LExt RExt Dist Len Hgt 076 076 076 076 076 60 30 100 01 10.0 10,0 076 80 180 100 01 100 100 076 076 076 076 076 076 076 076 076 076 076 076 Right Fin Dist Len Hgt THERMAL MASS FOR HIGH MASS DESIGN Area Thick Heat Inside JType (sf) (in ) Cap Cond R-Val JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES .Type Slab Perimeter Insulation LocationLength R-Val 186 None No insulation JA IV Reference Condition Status 26-A1 Existing Location/ Comments 1 st Floor Zone EnergyPro 4 4 by EnergySoft Run Initiation Time 02/26/09 09 23 40 User Number 1082 Run Code 1235669020 Job Number 09-02 Page 4 of 9 Certificate Of Compliance : Residential (Part 2 of 3) CF-1R Schlacter Residence 2/26/2009 Project Title Date FENESTRATION SURFACES # Type Area True Cond U-Factor 20. Window Right (S)_ SHGC Azm Tilt Stat Glazing Type 25JI 0-SaO 116-A 0.6R 11R-R 170 90 New Double Non Metal Clear Location/ Comments Pnd Flnnr 7nne 1 Indicate source either from NFRC or Table 116A 2 Indicate source either from NFRC or Table 116B INTERIOR AND EXTERIOR SHADING Wmdow Overhang # Exterior Shade Type SHGC Hgt Wd Len Hgt LExt RExt Left Fin Dist Len Hgt RighLFm Dist Len Hgt 20 J3ug Screen 076 THERMAL MASS FOR HIGH MASS DESIGN Area Thick Heat Inside Type (sf) (in ) Cap Cond R-Val JA IV Reference Condition Location/ Status Comments PERIMETER LOSSES Type Length R-Val Insulation Location JA IV Reference Condition Status Location/ Comments EnergyPro 4 4 by EnergySoft Run Initiation Time 02/26/09 09 23 40 User Number 1082 Run Code 1235669020 Job Number 0902 Page 5 of 9 Certificate Of Compliance : Residential (Part 3 of 3) CF-1R Schlacter Residence Project Title HVAC SYSTEMS Location Res HVAC Heating Type Central Furnace Minimum Eff 78% AFUE Cooling Type No Cooling 2/26/2009 Date Minimum Condition Thermostat Eff Status Type 130 SEER Existing Setback HVAC DISTRIBUTION Location Res HVAC Heating Ducted Cooling Ducted Duct Location Attic Duct Condition Ducts R-Value Status Tested? 4 2 Existing No Hydronic Piping System Name Length Diameter Thick WATER HEATING SYSTEMS System Name Water Heater Type Distribution Rated Tank Energy Tank Insul # in Input Cap Condition Factor Standby R-Value Syst (Btu/hr) (gal) Status or RE Loss (%) Ext Standard Gas 50 gal or Less Small Gas No Pipe Insulation 1 40,000 50 Existing 057 n/a n/a Multi-Family Central Water Heating Details Hot Water Pump Control # ""HP" "type Hot Water Piping Length_(ft)_ Add 1/2" In Plenum Outside Buried Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them This certificate has been signed by the individual with overall design responsibility The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater Designer or Owner (per Business & Professions Code) Name Title/Firm Address Telephon- SR Designs 9 Shoreline Drive rlsbad/c 9201 1 Documentation Author Name Brian Hansen Title/Firm Address Technical Energy 14525 Rutlege Sq San Diego, CA92128 Lie # (signature, Enforcement Agency Name Title/Firm Address Telephone Telephone (858) 472-2680 (date)02-26-Cff (signature)(date) Run Initiation Time. 02/26/09 09.23.40 EnergyPro 4 4 by EnergySoft User Number 1082 Run Code 1235669020 Job Number 09-02 I Page 6 of 9 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R NOTE Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below When this checklist is incorporated into the permit documents the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only i-ipconlDTIOM Check or initial applicable boxes or check NA if not applicable and included with theLltoOHIr' 1 lUN permit application documentation N/A DESIGNER ENFORCE- MENT Building Envelope Measures * § 150(a) Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling § 150(b) Loose fill insulation manufacturer's labeled R-Value * § 150(c) Minimum R-13 wall insulation in wood framed walls or equivalent U factor in metal frame walls (does not apply to extenor mass walls) * § 150(d) Minimum R-13 raised floor insulation in framed floors or equivalent U factor § 150(e) Installation of Fireplaces Decorative Gas Appliances and Gas Logs 1 Masonry and factory-built fireplaces have a closable metal or glass door covenng the entire opening of the firebox b outside air intake with damper and control flue damper and control <> No continuous burning gas pilot lights allowed § 150(f) Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual § I50(g) Vapor barriers mandatory in Climate Zones 14 and 16 only § 1 50(l) Slab edge insulation water absorption rate for the insulation alone without facings no greater than 0 3% water vapor permeance rate no greater than 2 0 perm/inch § 1 18 Insulation specified or installed meets insulation installation quality standards Indicate type and include HF-fiR Fnrm § 11617 F-enestration Products Exterior Doors and Infiltration/Exfiltration Controls I Doors and windows between conditioned and unconditioned spaces designed to limit air leakage ,' Fenestration products (except field fabncated) have label with certified U-Factor certified Solar Heat Gam Coefficient (SHGC) and infiltration certification 3 Extenor doors and windows weatherstnpped all joints and penetrations caulked and sealed Space Conditioning, Water Heating and Plumbing System Measures § 110-13 HV AC equipment water heaters showerheads and faucets certified by the Energy Commission § 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE SMACNAorACCA § 150(i) Setback thermostat on all applicable healing and/or cooling systems § 1500) Water system pipe and tank insulation and cooling systems line insulation I Storage gas water heaters rated with an Energy Factor less than 0 58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater 1 Back up tanks for solar systems unfired storage tanks or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R value 3 The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness 1 First 5 feet of hot and cold water pipes closest to water heater tank non recirculatmg systems and entire length of recirculatmg sections of hot water pipes shall be insulated to Table 1 50B 2 Cooling system piping (suction chilled water or brine lines) piping insulated between heating source and indirect hot water tank shall be insulated to Table 150 B and Equation 150 A 4 Steam hydronic heating systems or hot water systems > 15 psi meet requirements of Table 123-A 5 Insulation must be protected from damage including that due to sunlight moisture equipment maintenance and wind 6 Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7 Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation EnergyPro44 by EnergySoft User Number 1082 Job Number 09-02 n G G a aGn . ; G G G u n n Gn G n ~^ G G G — j G G m G LH nna n n n n a a m G '3 D n n n n a a n a Page G n a n nna n a n a a G G G a G n ! ..! a a a ;n a : a 7 of 9 Mandatory Measures Summary: Residential (Page 2 of 2) MF-1R NOTE Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below When this checklist is incorporated into the permit documents the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only lnstructi°ns Check or initial applicable boxes when completed or check N/A if not ENFORCE- app|,cab|e __ ___ __ N/A DESIGNER MENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m) Ducts and Fans 1 All ducts and plenums installed sealed and insulated to meet the requirements of the CMC Sections 601,602 603 604 ! j I | [~] 605 and Standard 6-5 supply-air and return-air ducts and plenums are insulated to a mmumum installed level of R-4 2 or enclosed entirely in conditioned space Openings shall be sealed with mastic tape or other duct-closure system that meets the applicable requirements of UL 181 UL 181A orUL 181B or aerosol sealant that meets the requirements of UL 723 If mastic or tape is used to seal openings greater than 1/4 inch the combination of mastic and either mesh or tape shall be used 2 Building cavities support platforms for air handlers, and plenums defined or constructed with matenals other than sealed d! ! L] sheet metal duct board or flexible duct shall not be used for conveying conditioned air Building cavities and support platforms may contain ducts Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross sectional area of the ducts —i i 1i I I duct tapes unless such tape is used in combination with mastic and draw bands 4 Exhaust fan systems have back draft or automatic dampers '— —; '—' 5 Gravity ventilating systems serving conditioned space have either automatic or readily accessible manually operating I | | 1 | | dampers 6 Protection of Insulation Insulation shall be protected from damage, including that due to sunlight moisture equipment I I : ! Ll maintenance and wind Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material 7 Flexible ducts cannot have porous inner cores '— —' '—' j § 114 Pool and Spa Heating Systems and Equipment i A thermal efficiency that complies with the Appliance Efficiency Regulations on off switch mounted outside of the : j I [_J heater weatherproof operating instructions no electric resistance heating and no pilot light ? System is installed with a At least 36 of pipe between filter and heater for future solar heating '—' '—' '—' b Cover for outdoor pools or outdoor spas [_j ! i i 1 i Pool system has directional inlets and a circulation pump time switch I ' i I I ' §115 Gas fired fan type central furnaces pool heaters, spa heaters or household cooking appliances have no continuously I I j j_] burning pilot light (Exception Non-electrical cooking appliances with pilot < 150 Btu/hr) ^ D i—i r—iLI I i Lighting Measures § 150(k)1 HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID contain only high efficacy lamps as outlined in Table dl [xl Q 150 C, and do not contain a medium screw base socket (E24/E26) Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz § 150(k)1 HIGH EFFICACY LUMINAIRES OUTDOOR HID contain only high efficacy lamps as outlined in Table 150-C H ^J [j luminaire has factory installed HID ballast § 150(k)2 Permanently installed luminaires in kitchens shall be high efficacy luminaires Up to 50% of the Wattage as determined iTl O i I in Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires § 150(k)3 Permanently installed luminaires in bathrooms garages laundry rooms utility rooms shall be high efficacy luminaires D I I I I OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d) § 150(k)4 Permanently installed luminaires located other than in kitchens bathrooms garages laundry rooms and utility rooms i , —. ,—ishall be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled '< I .XI | | by an occupant sensor that complies with Section 119(d) that dbes not turn on automatically or have an always on option § 150(k)5 Lummaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (1C) and are I I ;'xl |"| (ertified to ASTM E283 and labeled as air tight (AT) to less than 2 0 CFM at 75 Pascals § 150fk)6 luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the I I same lot shall be high efficacy luminaires (not including lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 1 19(d) § 150(k)7 Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132 and 147 I ILighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130 131 and 146 § 150(k)8 Permanently installed lighting in the enclosed, non dwelling spaces of low rise residential buildings with four or more I I dwelling units shall be high efficacy luminaires OR are controlled by occupant sensor(s) certified to comply with Section 1 19(d) EnergyPro44 by EnergySoft User Number 1082 Job Number 09-02 3 D n a H C Page 8 of 9 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Schlacter Residence SYSTEM NAME Res HVAC DATE2/26/2009 FLOOR AREA 3,927 ENGINEERING CHECKS 1 Number of Systems 1 Heating System Output per System 1 00,000 Total Output (Btuh) 1 00, 000 Output (Btuh/sqft) | 25 5 Cooling System ! Output per System 0 Total Output (Btuh) j 0 Total Output (Tons) 0 0 Total Output (Btuh/sqft) 0 0 Total Output (sqft/Ton) 0 0! Air System I CFM per System 1 ,200 Airflow (cfm) 1 ,200 Airflow (cfm/sqft) 0 31; Airflow (cfm/Ton) 0 0 Outside Air (%) 0 0 Outside Air (cfm/sqft) 0 00 Note values above given at ARI conditions SYSTEM LOAD j COIL COOLING PE/ CFM Sensible Lat< Total Room Loads 2,630| 56,710 Return Vented Lighting o Return Air Ducts 5,173 Return Fan o Ventilation o o Supply Fan o Supply Air Ducts 5,173 TOTAL SYSTEM LOAD 67,056 I VK COILHTG PEAK ;nt CFM Sensible 2.637J 1,497 56,485 6,172 0 0| 0 0 16,172| 2,637 68,828 HVAC EQUIPMENT SELECTION Existing FAU 0 Total Adjusted System Output i . (Adjusted for Peak Design Conditions) I TIME OF SYSTEM PEAK ' Aug [HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heatmq Peak) 340°F 652°F 652°F 105 0°F Supp Outside Air Ocfm Supply Fan Heating Coil 1200 cfm 652°F Return Air Ducts 0 • 100,000 0 100,000 I I2 pm (_ Jan 12am| ly Air Ducts 100 2°F ROOMS I 700°F COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Coolmq Peak) 807/667°F 790/631°F 790/629°F 550/535°F Supp Outside Air Supply Fan Cooling Coil 1200 cfm 4/2C 790/631°F Return Air Ducts EnergyPro 4 4 by EnergySoft User Number 1082 Job Number 09 02 ly Air Ducts 590/551°F /oRH ROOMS 750/61 8°F Page 9 of 9 LEGACY REPORT Reissued July 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office" 5360 Worionan Mil Road, Whflter CaHbmB 90601 • (562) 69&O543 Regional Office • 900 Montdair Road Suite A, Birmingham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Ftossmoor Road, Country Club Hills, mines 60478 • (708) 799-2305 Legacy report on the 1997 Uniform Building Code™, the 1997ICBO Uniform Mechanical Code, the 2000 International Mechanical Code9, the 2000 International Residential Code®, and the 2000 International Fuel Gas Code9 DIVISION 10—SPECIALITIES Section-10305—Manufactured Fireplaces EARTHCORE INDUSTRIES, INC 6899 PHILLIPS INDUSTRIAL BOULEVARD JACKSONVILLE, FLORIDA 32256 10 SUBJECT ISOKERN Models 36-Inch, 42-Inch and 48-Inch Fireplace and Chimney Systems, ISOKERN Fireplace with Fire-Lite Application, Models M3600, M4200 and M4800 Unvented Gas Apphance Enclosures, and Models M3600, M4200 and ) M480~0~\?ented Gas Appliance Enclosures / 20 DESCRIPTION 21 Models 36-Inch, 42-Inch and 48-Inch Solid-fuel- buming Fireplaces 211 General Isokern fireplace and chimney systems are modular refractory masonry units designed forfield assembly The units consist of interlocking precast parts that are fitted together in the field using a premixed mortar called Isokern mortar, supplied with the units, to form a wood-burning fireplace and chimney system The parts are manufactured using a proprietary mixture of volcanic pumice aggregate and alummate cement The firebox, smoke dome and chimney outer casing are manufactured with medium-density material, and the flue liner with high-density material High-temperature refractory bncks, a minimum of 1 inch (25 4 mm) thick, are provided to line the interior of the firebox The firebox is available in sizes noted in Table 1 See Figure 1 for further details 212 Installation Except as described in Section 2 2 2 for the Fire-Lite System, a noncombustible foundation, adequate to support all required loads, is necessary and must be approved by the building official Units are assembled on the foundation by installing the base hearth plate, firebox wall sections, damper assembly and smoke dome Isokern mortar is mixed with water until smooth and without dry spots, and is then poured into the supplied Isokern application bag and applied to one adjoining component face of each joint A V4- inch-wide (6 4 mm) line of mortar is applied V2 inch (127 mm) from all edges of the face with two longitudinal lines between Mortar must be exposed at the joints when components are joined and excess must be troweled off Coverage rate is 4 pounds per 10 square feet (1 95 kg/m2) of area, and setting time is 20 minutes Pot life of the mortar is 4 hours The firebox hearth, side walls and back wall are then lined with approved refractory bncks using a refractory mortar and grout recommended by Earthcore Industries, Inc The chimney system is supported from the top of the smoke dome on a steel-reinforced top plate It is assembled starting with a 6-mch-high (152 mm) liner that offsets the joints in the octagonal inner liner from those in the square outer chimney casing Tongue-and-groove construction of the chimney components simplifies installation The mortar mix is applied in all joints as previously described The outer chimney blocks have provisions for installation of reinforcing bars In Seismic Zones 0 and 1, chimneys may include offsets with a maximum of six offset blocks The offset blocks are supplied by Earthcore Industries and are illustrated in Figure 1 The fourth and sixth offset blocks shall be supported by a concrete block support wall Where required by the building official, details of support wall construction must be provided The portion of the chimney exposed to the exterior must be covered with material such as exterior plaster or bnck veneer Brick veneer is anchored to the chimney in accordance with Section 1403 6 of the UBC, Section 1405 5 of the IBC or Section R703 7 of the IRC Exterior plaster and its application shall comply with the applicable code Terminations must comply with Section 708 and Table 31 -B of the UBC, Sections 716 and 2113 9 of the IBC and Sections R602 8, R1001 6 andR1001 16 of the IRC Where required, an approved spark arrester complying with Section 3102 3 8 of the UBC is used For installations with vertical chimneys, the fireplace and chimney are installed with zero clearance to combustibles When offset blocks are used, the system is installed with 1V2- inch (38 mm) clearance to combustibles on the sides and back of the firebox and smoke chamber, and with zero clearance to combustibles on the top and bottom, the chimney is installed at zero clearance to combustibles Minimum clearances from the fireplace opening to side walls and ceilings are 24 inches (610 mm) and 61 inches (1549 mm), respectively Sheathing and trim must be kept at •Revised August 2006 ICC-IS legacy reports are not to be construed ax representing aesthetics or any other attributes not specifically addressed, nor are (hey to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service, Inc, express or implied, as to any finding or other matter in this report or as to any product covered by the report 'ANSI Copyright ©2006 Page 1 ofS 007? Page 2 of 5 ER-5017 least 8 inches (203 mm) from the fireplace opening on the sides Framing and sheathing must be at least 8 inches (203 mm) above the opening Mantles must be at least 12 inches (305 mm) above the opening A noncombustible hearth extension is necessary and must extend a minimum of 20 inches (508 mm) in front and 12 inches (305 mm) beyond each side of the fireplace opening The fireplace is installed without doors 2 2 Fire-Lite System The Fire-Lite system consists of a Model 36-Inch, 42-Inch or 48-Inch firebox, described in Section 2 1, and a factory-built chimney All conditions of installation noted in Section 2 1 apply, except as noted in Sections 221 and 222 221 Chimney A listed and labeled factory-built chimney is used with the Models 36-Inch, 42-Inch and 48-Inch fireplaces under the following conditions 1 The chimney is listed by an approved agency as tested to UL 103 or ULC S629 for continuous use at 1000"F (537°C) and intermittent use at 1700T (927'C) 2 The chimney is solid-pack insulation, a combination of insulation and air space, or non-insulated, completely thermal siphoning, double-wall air-cooled 3 Listed chimney liners conforming with the 1700°F (927°C) requirements of UL 1777, or ULC S635, or ULC S640 may be used 4 Chimneys and chimney liners must be installed in accordance with the manufacturer's installation instructions and under the terms of their listing for use with open-faced, masonry fireplaces 5 A minimum 2-inch (51 mm) clearance to combustible construction and 3-inch (76 mm) clearance to insulation is maintained 222 Fireplace Support The fireplaces may be installed on a combustible floor under the following conditions 1 Floor framing is designed in accordance with the applicable code for the dead loads applied by the fireplace A K^. factor equal to 1 5, in accordance with Section 3 5 2 of the NDS*, is applied when calculating deflections 2 The firebox is set on a raised noncombustible platform The sidewalls and rear wall of the firebox are supported on 8-inch (203 mm) hollow blocks complying with ASTM C 90, arranged with the 8-by-8-by-8 or 8-by-8-by-16 blocks turned sideways so the side holes are facing from side to side The front edges of the firebox are supported by 8-by-8-by-8 or 8-by-8-by-16 or 8-by-8 U-blocks placed vertically See Figure 1 for block arrangement Alternatively, the firebox is supported on a fabricated metal platform made of No 14 gage by 8-inch (203 mm) metal joists at 12 inches (305 mm) on center and secured to the plywood subfloor The metal joists must have a 3- inch-diameter (72 mm) hole centered in each cavity and a minimum 1 -inch (25 4 mm) clearance between the metal platform and combustible materials at the sides and rear of the platform See Figure 1 3 Ventilation is provided to the area in the raised platform under the firebox to prevent the buildup of heat within the cavity 4 The exposed combustible floor directly beneath the firebox is covered with 1-inch-thick (254 mm) ceramic fiber insulation board having a minimum thermal resistance (R-value) of 2 0 hr-flVF/Btu (0 35 °Km2/W) 5 Minimum clearance to sidewalls is 24 inches (610 mm) 6 Framing and sheathing is a minimum of 12 inches (305 mm) above the firebox opening 2 3 Models M3600, M4200 and M4800 Unvented Gas Appliance Enclosures The system described in this section is recognized for use under the 2000 International Fuel Gas Code® (IFGC) and the IRC The system described in this section is not permitted in junsdictions enforcing the 1997 ICBO Uniform Mechanical Code (ICBO UMC) The enclosure consists of materials similar to those used for the ISOKERN wood-burning fireplaces The enclosure is recognized for use with unvented decorative gas logs listed and labeled as complying with both ANSI Z21 112 and ANSI Z21 11 60, and having a maximum heat input of 40,000 Btu/h (11 700 W) The gas logs must be factory-equipped with a listed oxygen-depletion safety shutoff system (ODS) and must comply with IFGC Section 620 6 The enclosure must be installed only within a room that has a primary source of heat, and use of the units is prohibited in locations defined in IRC Section G2406 2 and IFGC Section 303 3 Combustion air must be provided in accordance with IRC Section M1702 and IFGC Section 620 5 The room in which the units are installed must have a free-air volume equal to or greater than 50 cubic feet per 1000 Btu/h (4 8 m3/kW) of the aggregate input rating of all appliances within the room Glass doors may not be used with these units The base, sides, rear and top of the firebox consist of preformed refractory components which interlock together to form the enclosure Assembly of the firebox is as descnbed in Section 212 of this report, except that a V2-mch-wide (127 mm) mortar line is used, and 11/4-inch-thick (31 7 mm) (minimum) refractory bricks are used to line the hearth, side walls and back wall The unit must be anchored in accordance with IRC Section M13072 and IFGC Section 301 12 The firebox is illustrated and dimensions are noted in Figure 2 The firebox may be installed on combustible construction, when installed as described in Section 222, and at zero clearance to combustible construction on sides, back and top Minimum clearances are 15 V2 inches (394 mm) to side walls, 42 inches (1067 mm) to ceilings and 12 inches (305 mm) to combustible mantles 24 Model M3600, M4200 and M4800 Vented Gas Appliance Enclosures 241 General The system is as described in Section 2 3, except the system is permitted under the ICBO UMC, the gas logs must comply with ANSI Z 21 60 and the chimney system is as descnbed in Section 242 (chimney system consists of a Type B vent complying with Chapter 8 of the ICBO UMC or the IMC or Chapter 5 of the IFGC A 6-inch-diameter (152 mm) hole is cut into the top plate of the enclosure, centered from each edge The ISOKERN Anchor Plate/Draft Hood component is placed over the hole in a bed of ISOKERN mortar The Anchor Plate/Draft *NDS refers to the revised edition of, and the supplement to, the National Design Specification for Wood Construction The NDS-97 is adopted by reference in Section 2306 of the IBC and Section R502 2 of the IRC, and the NDS-91 is adopted by reference in Division III, Part I, Chapter Page 3 of 5 ER-6017 23, of the UBC Hood component is then secured to the top plate using masonry screws The Type B vent must be connected to the Anchor Plate/Draft Hood component and installed in accordance with the vent manufacturer's instructions 2 £> Identification All fireplace units bear a permanent label, attached in a conspicuous location, with the Earthcore Industnes, Inc, name and address, the model number, the serial number, the clearance to combustibles, the details on hearth extension and chimney, the evaluation report number (ER- 5017), the name and/or logo of the inspection agency (Intertek Testing Services NA Inc), and a statement that installation must be in accordance with the manufacturer's instructions and this evaluation report and that the local building official must be contacted prior to installation 30 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Cntena for Solid-fuel-burnmg Heating Appliances (AC06), dated April 1989, reports of tests in accordance with UL Standards 103, 127 and 1777, data in accordance with the ICC-ES Acceptance Criteria for Unvented Decorative Gas Logs and Fireplaces (AC 103), dated May 1995, installation instructions and a quality control manual 40 FINDINGS That the Models 36-Inch, 42-Inch and 48-Inch Solid-fuel- bummg Fireplace and Chimney Systems described in this report comply with the 1997 Uniform Building Code™ (UBC), the 1997 ICBO Uniform Mechanical Code™ (ICBO UMC), the 2000 International Mechanical Code9 (IMC), and the 2000 International Residential Code* (IRC), and that the Models M3600, M4200 and M4800 unvented and vented gas appliance enclosures described in this report comply with the IRC and the 2000 International Fuel Gas Code8' (IFGC), subject to the following conditions 41 The units are fabricated, Identified and installed in accordance with this report and the manufacturer's instructions 42 43 Installation must be by installers approved by Earthcore Industries, Inc Combustion air is provided as specified in Chapter 7 of the ICBO UMC or the IMC for sohd- fuel-burning units, and as specified in Section M1702 of the IRC and Section 620 5 of the IFGC for unvented and vented gas appliance enclosures 44 In seismic zones requiring reinforcement and seismic anchorage, details and calculations must be provided to the building official 4 5 Floor framing must be designed in accordance with Section 2 2.2 of this report for installations of the Fire-Lite system and the M3600, M4200 and M4800 enclosures, if a noncombustible foundation is not provided. Calculations shall be provided to the building official 4 6 Chimney termination of the Model 36-Inch, 42-Inch and 48-Inch units shall comply with the manufacturer's instructions and Sections 3102 3, 31024, 31025 and 31027 of the UBC, and Sections 2111, 2113 and 2801 of the IBC, and Section R1001 6 of the IRC The factory-built chimney must terminate in compliance with the manufacturer's instructions and Section 3102 5 and 3102 6 of the UBC; Chapter 28 of the IBC, or Section R10021 of the IRC. ~4T] Chimney termination of Model M3600, M4200 and M4800 vented enclosures must comply with the listing of the Type B vent 48 Unvented gas appliance enclosures and sohd- fuel-burning fireplaces with unvented gas logs may be permanently installed only within a room that has a primary source of heat. Use in bathrooms and sleeping rooms is prohibited Use of unvented gas appliances is prohibited under the UMC 4 9 Fireplace and chimney products are manufactured at the ISOKERN A/S facility located at KD-7470, Karup, Denmark, under a quality control program with inspections by Intertek Testing Services (AA- 647) This report is subject to re-examination in one year TABLE 1—ISOKERN FIREPLACE DIMENSIONS MODEL 48-Inch 42-Inch 36-Inch M3600 M4200 ,.ja\«48pQ,. I OVERALL SIZE (inches) Width 53 49 43 43 48 53 Depth 251/4 25V4 251/, 25V. 25V4 L 25'/4 Height 71 79 71 38 38 38 FIREBOX OPENING SIZE (inches) Width x Height 47x32 42x32 37x32 37x32 42x32 47x32 HEARTH EXTENSION SIZE (inches) Width x Depth 73x20 69x20 63x20 N/A N/A N/A CHIMNEY SIZE— 1 D (inches) 12 12 12 61 61 61 INSTALLED HEIGHT— FIREPLACE AND CHIMNEY (feet) Minimum 11 11 11 See note 2 See note 2 See note 2 Maximum 82 82 82 See note 2 See note 2 See note 2 For SI finch = 25 4 mm, 1 foot = 304 8 mm 'Chimney size applicable when system is installed with Type B vents in accordance with Section 2 4 A chimney is not required when installation is in accordance with Section 2 3 'Vent height shall be within the limits in Tables C8-A and C8-B of the ICBO UMC, or Table 504 2(1), (2) or (3) of the IFGC, or Table G2427 2 (1), (2) or (3) of the IRC Page 4 of 5 ER-5017 FHOHTVIIW tlM SIDE view H-/7-H 4" * WPPLKff jf. IIV|*»I Fubtol Oprah; Hrif it XT) FIREBOX DIMENSIONS ntHal FlnMii Bert* IT I FIREPLACE SIZE 36 a 46 A 43 48 53 B 35 35 3S C 36 42 36 D 21 /, 11% 21 '/. E 25 A 25* 2$ /• F 19 19 19 C 21 'A 21 'A 32V H 12 12 12 ' 24 30 34 ' 34 39 44 MINIMUM FRAMING 44W X 73H X 26'AO SOW X 80H X 26>M> 54W X T3H X 2t'AD WEIGHT FIREBOX 1300 IBS 1700 IBS 1700 IBS CHIMNET OL1ERCASING 85LBS LINER 43LBS FffiE-UTE APPLICATION , OFFSET BLOCK , \tr 25" -)\ For SI 1 inch 25 4 mm, I pound = 0 454 kg Chimney Assembly FIGURE 1—SOLJD-FUEL-BURNING FIREPLACE AND CHIMNEY SYSTEMS Page 5 of 5 ER-5017 D1UNVENTED GAS LOG ENCLOSURE ( "B" VENT-APPtlGATION-ORTIOr \ I1-* W J5'{ T ' 2M W r hi S •A'•C" 9*"34' 4T -**• 4V 43'SO* 94' FIGURE 2—MODELS M3600, IM4200 AND M4800 GAS LOG ENCLOSURES