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Home My WebLink About1417 CHESTNUT AVE; ; CB110152; Permit05-05-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB110152 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1417 CHESTNUT AV CBAD RESDNTL Sub Type: 2052204000 Lot #: $42,289.00 Construction Type: Reference #: 1 Structure Type: 1 Bathrooms: SLATES RES- BUILD NEW 360 SF DETACHED SDU 2DU 0 5B Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check # ISSUED 01/20/2011 LSM 05/05/2011 05/05/2011 Applicant: PETER AUDELO 4612 ALLENDE AV OCEANSIDE 92057 760 672 5222 Owner: BUNCE FELICIA L 1415 CHESTNUT AVE CARLSBADCA 92008 Building Permit $372.57 Meter Size Add'l Building Pemiit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $242.17 Meter Fee $0.00 Add'l Pian Check Fee $130.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $4.23 PFF (3105540) $769.66 Park in Lieu Fee $0.00 PFF (4305540) $710.46 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $1,621.80 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $98.00 Renewal Fee $0.00 ELECTRJCAL TOTAL $35.00 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $43.50 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing tnLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Sewer Fee $1,096.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green BIdg Stands (SB1473) Fee $1.00 Fire Sprinkler Fees $260.00 TOTAL PERMIT FEES $5,384.39 Total Fees: $5,384.39 Total Payments To Date: $5,384.39 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: ' g Clearance: NOTICE: Please take NOTICE thai bpproval of your project includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as lees/exactions." YoiMiave 90 days from the date this pemfiit 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(a), 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. You 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, flor planning, zoning, grading or other similar application processing or sewice fees In connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to tt|is. or as to which the statute ot limitations has oreviouslv othenvise expired. 05-05-2011 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW110015 1417 CHESTNUT AV CBAD SWPPP 2052204000 CBl00152 Lot#: SLATES RES- BUILD NEW 360 SF DETACHED SDU Status: Applied: Entered By: Issued: Inspect Area: Tier: Applicant: PETER AUDELO 4612 ALLENDE AV OCEANSIDE 92057 760 672 5222 Emergency Contact: SHAUN VEJAR Owner: BUNCE FELICIA L 1415 CHESTNUT AVE CARLSBADCA 92008 ISSUED 01/20/2011 LSM 05/05/2011 1 Priority: M 949 702 4549 SWPPP Plan Check SWPPP Inspections Additional Fees $49.00 $208.00 $0.00 TOTAL PERMIT FEES $257.00 Total Fees: $257.00 Total Payments To Date: $257.00 Balance Due: $0.00 FINAL APPROVAL SIGNATURE^ «ll> CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlstMdca.eov Plan Check No. M O \ Est. Value HS.,'^d*^ Plan Ck. Deposit JlLfQ • / 7 Date|-;Z^^// |swPP//Q^/5— J0BADPRE5S SUITE#/SPACE#/UNIT# CT/PROJfCT#__ #OFUNnS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TVPE OCC. GROUP DESCRIPTION OF WORK: /neftKto Square of Affsctod >lraaM EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESD # Noa AIR CONDITIONING YEsicT NO a RRE SPRINKLERS YES>^ NOD CONTi ADDRESS ACT NAME (HDHImiitFomAppttemnt) APPUCANT NAME ^ . ADDRESS CITY STATE _ ZIP I FAX CIW ^ STATE ZIP PHONE TFAX PHONE EMAIL EMAIL PROPI Eltn OWNER NAME ^ miu I CONTRACTOR BUS. NAME ADDRESS ADDRESS STATE WNE » IFM CITY STATE ZIP PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS CLASS CITY BUS. UC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter. Improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contractor's License Law fCnapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). WORKERS COMPENSATION Worker*' Compensation Declaration: / /leraby affirm under penelty <^perjury one of the fbhomng dedaralkm: n I have and win maintain a certificate of consent to self-kisure fbr workers' compensation as provided by Sectkm 3700 of the Labor Code, for the performance of the wok for whk;h this perm It is issued. O I have and wiU maintain urarkers' compensation, as required by Section 3700 of the Labor Code, for the perfonnance of Ihe work for which this permit is issued. My workers' compensation Insurance canier and policy number are: Insurance Co. Policy No. Explratton Date This section need not be completed if the pemiit Is for one hundred ddlats ($100) or less. O Certificate of Exemptton: I certily that in the perfonnance of Ihe work for which this permit is issued, I shall not emptoy any person in any manner so as to become subject to the Woricers' Compensatton Laws of CaUfornia. WARNING: Faihire to secure workers' compensation coverage is unlawful, and shall subject an empk)ysr to criminal penalties and dvil fkies up to one hundred thousand doHare (&100,000), In addKton to the cost of compensation, damages as provkled for In Sectton 3706 of the Labor code, Interest and attomey's fees. Jt^ CONTRACTOR SIGNATURE OAGENT DATE O W N E R - B U I L D E R DECLARATION I hereby affinn thai I am exempt from Contractor's Ucense Law for the follomng reason: a I, as owner of the property or my employees with wages as their sole compensatkin, will do the work and the stmcture is not intended or offered for sale (Sec. 7044, Business and Professtons Code: The Contractor's Lk^nse Law does not apply to an owner of property who bulkls or Improves thereon, and who does such work himself or through his own emptoyees, provided that such improvements are not intended or offered fbr \y sale. If, however, the buikling or improvement Is sold within one year of completton, the owner-bulkier will have the bunlen of proving that he dkl not buikI or improve fbr 0ie purpose of sale). -^SL II 0S owner of the property, am exclusively contracting with Itoenssd conlractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Ltoense Law does not apply to an owner of property who builds or improves thereon, and contracts fbr such projects with contracto((s) licensed pursuant to the Contractor's License Law). • i am exempt under Section .Business and Professtons Code tor this reason: OYes l3No 1.1 personally plan to pmvkle the major labor and materials for constructton of the proposed propeity improvemenL 2.1 (have / have not) signed an appltoatkjn fbr a buikling pennit fbr the propcsed work. 3.1 have contracted wfth the following person (finn) to provide the proposed construction (Include name address / phone /contractors' Itoense number): 4.1 plan to provkle porttons of tie woik,>iMiiave hired the foitowimji^on to coonlinate, supervise and provkle the major woric (include name / address / phone / contractors' Hcense number): 5.1 WiH priwkle sootn ofjw woric, l))Kl havec^tract^^^wed^^ •AGENT DATE COMPLETE THIS SECTION FOR N O N • R E S I D E N T I A L BUILDING PERMITS ONLY Is the appitoant or future building occupant required to submit a bustoess plan, acutely hazardous materials registratkn fbmi or risk management and preventton program under Sedtons 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? • Yes • No Is the appitoant or future buHdlng occupant required to obtain a pemiit from the air pollution control district or air quality management district? • Yes • No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site? QYes OUo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby afflrni that there is a construction lending agency Ibr the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I cectl^ that I have lead the applkxHton and state that the above Infcimatkxi Is conect and tM I heieby authorize lepiesenlatlve of Ihe Qty of Carisbad to e(«r upon Ihe above mentit)^ AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPEI^SES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMTf. OSHA An OSHA pennit Is lecHJiied for EXPIRATION: Every pemiit issued by 180 days from Ihe dale of such pennil or vCTAPPLICANrS SIGNATURE 5 over S'O'deep and demolition or constmction of stnxAjies over 3 Stories in height. 3 Official under the provistons of Ihis Code shall expire by limilalkxi and become nul and void If Ih^ |( authorized by such pemiil is suspended or abandoned at any tinw after the woric is conmenced for a period of 180 ^ DATE 1 / -gg?/t < Inspection List Permit#: CBl 10152 Type: RESDNTL 2DU Date Inspection Jtem Inspector Act 01/03/2012 152 Final BIdg Inspection-Fire CWON AP 01/03/2012 89 Final Combo - Rl 01/03/2012 89 Final Combo PY AP 11/18/2011 17 Interior Lath/Drywall JM AP 11/18/2011 18 Exterior Lath/Drywall JM AP 11/16/2011 16 Insulation PY AP 11/04/2011 14 Frame/Steel/Bolting/Weldin JM AP 11/04/2011 23 Gas/Test/Repairs JM AP 11/04/2011 24 Rough/Topout JM AP 11/04/2011 34 Rough Electric JM AP 11/02/2011 33 Service Change/Upgrade PY AP 10/25/2011 14 Frame/Steei/Bolting/Weldin FY.. WC 10/25/2011 83 Roof Sheathing/Ext Shear PY AP 10/21/2011 13 Shear Panels/HD's JM CO 10/05/2011 23 Gas/Test/Repairs PY PA 09/30/2011 11 Ftg/Foundation/Piers PY AP 09/27/2011 21 Underground/Under Floor PY AP 09/07/2011 22 Sewer/Water Service PY AP SLATES RES- BUILD NEW 420 SF DETACHED SDU Comments NEED FIRE DEPT APPROVAL UPGRADE COMPLETE EXTERIOR SHEAR GAS LINE FROM METER TO ADDITION Wednesday, January 04,2012 Page 1 of 1 City of Carlsbad BIdg Inspection Request For: 01/03/2012 Permit* CBl 10152 Title: SLATES RES- BUILD NEW 420 SF Description: DETACHED SDU Inspector Assignment: PY Type: RESDNTL Job Address: Suite: Location: APPLICANT PETER AUDELO Owner: Remarks: Sub Type: 2DU 1417 CHESTNUT AV Lot: 0 Phone: 7604190997 (|4is|)£ Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DAVID Entered By: JANEAN Act Comments KICA ./^X A-J,^ Yf^'^ Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# Insoection History Date Description Act Insp 11/18/2011 17 Interior Lath/Drywall AP JM 11/18/2011 18 Exterior Lath/Drywall AP JM 11/15/2011 16 Insulation AP PY 11/04/2011 14 Frame/Steel/Bolting/Welding AP JM 11/04/2011 23 Gas/Test/Repairs AP JM 11/04/2011 24 Rough/Topout AP JM 11/04/2011 34 Rough Electric AP JM 11/02/2011 33 Service Change/Upgrade AP PY 10/25/2011 14 Frame/Steel/Boltlng/Welding WC PY 10/25/2011 83 Roof Sheathing/Ext Shear AP PY 10/21/2011 13 Shear Panels/HD's CO JM 10/05/2011 23 Gas/Test/Repairs PA PY 09/30/2011 11 Ftg/Foundation/Piers AP PY Comments UPGRADE COMPLETE EXTERIOR SHEAR GAS LINE FROM METER TO ADDITION dViiealiM HMiiiiiitaiiKpoedra Dept: Buiiding Engineering Planning CIVIWD St Lite Plan Check #: Permit #: CBl 10152 Project Name: SLATES RES- BUILD NEW 420 SF DETACHED SDU Address: 1417 CHESTNUT AV Lot: Contact Person: Phone: Sewer Dist: CA Water Dist: CA Date: Permit Type: Sub Type: 01/03/2012 RESDNTL 2DU Inspected . Bv: ^ Inspected By: Inspected By: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: Carlsbad 11-0152 01/27/11 <A> SPECIAL INSPECTION P»^''^m.n|^m»f ^ CITV OF AGREEMENT 1635 Faraday Avome B>45 7«)-«02-2719 www. carlsbadca. gov CARLSBAD In accordance wkh Ciiapter 17 of the CaMomia BuMng Code tfie folowhg must be completed when work being perfonned requires spedal Inuet^to^^ructuratobseivalion and constiuction material testing. Project/Permit^l///U W^/^ Prqect Artrtp^^ i«4r( 7 ^ig^Oc^T AVIfc- A. IHIS SECTION MUST BE COMPLETED BY THE PROPERTY OVWER/AUTHORIZED AGENT. Please check if you are Owner- Builder a. (If you checked as owner-builder you rrust also complete Section B of this agreement) Name (Please prtntx. , fliJJ <U»t Mailing Address^ Fmal! AUidg^C^ g' ATT, kier Phong C^<^) C»73- ' ^^^^ I am ttie: QProperty Owner "jlPrDperty Owner's Agent of Record aArchitect of Record QEnglneer of Record State of Califomia Reglstratton Num bee Expiration Date: AGitEEMENT: I. the undersigned, declare under penalty of perjuty under the laws of the StsiB of Califomia, that I have read, understand, acknowledge and promise to comply with the City of Carlstiad requirements for special Inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed In the statement of special inspections noted on Ihe approved plans and, as required by the Califomia Building Code. Signatures Date: R CONTRACTOR'S STATEkENT OF RESPONSIBLrTY (07 CBC. Ch 17. Section 1706;. TWs section must be completed by the contractor / builder / owner-builder. Contractor's CompanvName:.44^^fe^QlfeUfc'T<a4.-t-J(f!HgiL^ dd^^ . Please ctiedc if you are Owner-Builder • Name (Please print). <mii 4»4 Mailing Address: ^1 IfcTt'feac^ ^ipT C^Uox^^i'imb. ^cji. > ' State of California Contactor's Ucense Number. ^*6'fS^'^- Expiration Date: ' '/< 2> • I acknowledge and. am aware, of special requirements contained In ttie statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain confomnance with the coretruction documents appnsved by the building official: • I will have in-place procedures for exercising control within our (the contractor's) organization, forthe method and frequency of reporting and the distribution ofthe reports; and • I certify thatj will have a qualffled person within our (the contractor's) organfctation to exercise such control. Signature. J<t//?^ ^^jfMi^ Date: A/3/l i EsGil Corporation In Partnerstiip witli government for (Building Safety DATE: 05/04/2011 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-0152 SET: IV PROJECT ADDRESS: 1417 Chestnut Ave. PROJECT NAME: Detached 2''<i Dwelling for Slates Residence XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonvard to the applicant contact person. I I The applicant's copy of the check list has been sent to: Peter Audello 4612 Allende Ave. Oceanside Ca. 92057 Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Peter Audello Telephone #: (760) 672-5222 Date contacted: (by: ) Fax #: (760)439-4499 Mail Telephone Fax In Person Email pcaudelo(gatt.net • REMARKS: By: Aaron Goodman Enclosures: EsGil Corporation • GA • EJ • PC 04/28/2011 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 11-0152 05/04/2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 11-0152 PREPARED BY: Aaron Goodman DATE: 05/04/2011 BUILDING ADDRESS: 1417 Chestnut Ave. Set IV BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers X TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review; I I Repetitive Fee Repeats • Complete Review B Other j—I Hourly EsGil Fmm • Structural Only Hr. @ * $130.00 Connments: EsGil Fee for Fire Sprinkler Review: $130.00 Sheet 1 of 1 EsGil Corporation • .AmjCANT OQURIS^ • PLAN REVIEWER • FILE In PartnersAip witti government for <Sui[£ing Safety DATE: 04/11/2011 JURISDICTION: Carlsbad PLAN CHECIOJO.: 11-0152 SET: III PROJECT ADDRESS: 1417 Chestnut Ave. PROJECT NAME: Detached 2"<i Dwelling for Slates Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 3 The applicant's copy of the check list has been sent to: Peter Audello 4612 Allende Ave. Oceanside Ca. 92057 I I 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: Peter Audello Telephone #: (760) 672-5222 Date contacted: HIHIH (by: l^ ) Fax #: (760) 439-4499 C Mail Telephone Fax^In Person Emailpcaudelo@att.net • REMARKS: By: Aaron Goodman EsGil Corporation • GA • EJ • PC Enclosures: 04/07/2011 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 11-0152 04/11/2011 Sprinkler Reviewer: Aaron Goodman The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit four new complete sets of plans for commercial/industrial projects (three 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 ofCarlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections and submit three new complete sets of prints 1. Provide the following note on the plans, "Installation or modification of private fire service mains shall not begin until plans are approved and appropriate permits secured from the AHJ. NFPA 24: 4.2.2. Your response in part, "This project makes no modification of an existing private fire service main, ...". Please put the note on the plans. 3. Provide a site plan which includes the following: CFC 105. c) Water meter size. Provide the meter listing information and friction loss information. The typical % inch meter has a rated continuous flow of up to 30 gpm. This system requires 31.8 gpm per the submitted hydraulic calcs. Please provide the meter listing that shows that the rated continuous flow for the proposed meter is adequate. d) Flow test, pressure data used for hydraulic calculations, including location of test, elevation relative to finished floor at the service point of entry and source of information. Your response in part, "Carlsbad Fire has for several years accepted a static pressure ..." Provide the actual static pressure at the site on the site plan. Carlsbad 11-0152 04/11/2011 5. Provide from the water purvey of the actual, or if not available, the modeled fire flow at the proposed site, dated and on the water purveyors letter head. Static and residual flow GPM and pressure must be provided. NFPA 13D - 6.2. Verification from the water purveyor is required. • 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. END OF REVIEW 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 Aaron Goodman at Esgil Corporation. Thank you EsGil Corporation In Partnerstiip witfi government for (BuiUtng Safety DATE: 03/03/11 • AEEUCANT JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 11-0152 SET: II PROJECT ADDRESS: 1417 Chestnut Ave. PROJECT NAME: Detached 2"<i Dwelling for Slates Residence n The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I 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: Peter Audello 4612 Allende Ave. Oceanside Ca. 92057 •I I 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: Peter Audello Telephone #: (760) 672-5222 Date contacted: i> fq I / / (by: ) Fax #: (760) 439-4499 ^ Mail.-^ Telephone Fax^ In Person Email pcaudelo@att.net n REMARKS: By: Ray Fuller Enclosures: EsGil Corporation • GA • EJ • PC 02/25/11 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 11-0152 03/03/11 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit four new complete sets of plans for commercial/industrial projects (three 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 92008, (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. 6. An automatic residential fire sprinkler system shall be installed . Section R313.2. See correction list at end form Aaron Goodman Fire Plans examiner. 19. Please provide manufacturer's cut sheet to show that the 3046 DH window will meet egress i.e. minimum 24" clear vertical height and note this under remarks on window schedule (as generally only provides 22" vertical height). Response was changed to a 3050 . The window that was changed was the one in living room and not the required one in bedroom. 20. (2008 Energy) Residential ventilation requirements for new or relocated fans: Kitchens . Could not locate where the Sone level was noted for kitchen. Note: CFM and noise rating ("Sone") must be specified on the plans. Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. Could not locate where whole house ventilation , cfm , duct size and noise rating was noted on the floor plan. All exhaust fans must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use ) or 3 "Sone" (for the intermittent use ). 29. Details 1 and 3/S3 to reflect minimum distance to grade and minimum distance below grade (into natural). The exterior of footing should clearly reflect distance to grade and distance below grade. Carlsbad 11-0152 03/03/11 CITY of CARLSBAD REQUIREMENTS 51. 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. Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans. Carlsbad has ruled that a stand-alone accessory dwelling unit, if under 500 square feet, may also qualify for this. Must use 1000 psf in any design of foundation. Response was see the calculations. The calculations (page 28) are using 1500 psf? 52. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement as City does not exempt R3's . Not provided. • Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer of record also and that the final architectural sheets of plans are designed by designer • Verfiy owner/designer as well as documentation author signs the CF1-R forms assigned. • City to place soils stamp on the plans at issuance. • 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 ( ) No ( ) 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 11-0152 03/03/11 s^r^w-..-..^, Development Services SPECIAL INSPECTION BUIWI,^ Division CITY OF AGREEMENT 1635 Faraniay Avaiue B_45 760-602-2719 vmw, carl sb ad ca. g w CARLSBAD In accordance with Chapter 17 of the California Building Code the following must becompleted when worl( being performed requires special inspection, structural observation and construction material testing. Project/Permit: Project Address: A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner- Builder D. (If you checked as owner-builder you must also complete Sectton B of thisagreement) Name; (Piease printi fm 91-1) (L»» Mailing Address: Em all: : PiiDne: I am tiie: QProperty Owner QProperty Owner's Agent of Record QArchitect of Record QEngineer of Record State of California Registration Num bee: Expiration Date: AGRGEIVIENT: |, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and dff-sIte fabrication of building cornponents, as prescribed in the statement of special Inspections noted on tfie approvedplans and, as required by the California Building Code. Signature; Date: B. CONTRACTOR'S STATE ME NTOF RESPONSIBILITY (07 CBC, Ch 17, Section 1706;. This section must be completed by the contractor / builder / owner-builder. C 0 ntra CtO rs C om p a ny N a m e: P1 ease ch eck if you ate Owner.B ui Id er • Name: (please pnht) ' (FiBti (".!} (lat« Mailing Address: , Email: Phone: state of California Contractor's License Number: Expiration Date:. • i acknowledge and, am aware, of special requirements contained In the statement bf special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • twill have In-placeproceduresforexercising control withinour (the contractor's) organizatlon.forthe method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. Signature; Date: Carlsbad 11-0152 03/03/11 Sprinkler Reviewer: Aaron Goodman Please make all corrections, as requested in the correction list above i.e. 3 sets of plans. 1. Provide the following note on the plans, "Installation or modification of private fire service mains shall not begin until plans are approved and appropriate permits secured from the AHJ. NFPA 24: 4.2.2. 2. Indicate on the Title Sheet of the plans the: CFC 105. i) The standard used to design this system, e.g. 2010 NFPA 13 and 13D, or 2010 ORG R313, 2010 NFPA 24 and 2008 NFPA 25. Please remove all references to other codes and old codes under General Notes. ii) The system type: e.g. "Wet pipe system" iii) General Notes: Please remove the reference to 2007 13D, and pamphlet 13R. 3. Provide a site plan which includes the following: CFC 105. a) North arrow - point of compass. b) Location and arrangement of all devices such as meter and backflow prevention devices. Provide specifications to verify friction loss. c) Water meter size. Provide the meter listing information and friction loss information. d) Flow test, pressure data used for hydraulic calculations, including location of test, elevation relative to finished floor at the service point of entry and source of information. • WATERSUPPLY 4. General Notes: Please correct the information under note 14. The underground is not shown as 1 % inch; the water calculations are incomplete and there is no information from the water purveyor to verify any water calculation information you may cite; and the design data is incorrect. 5. Provide from the water purvey of the actual, or if not available, the modeled fire flow at the proposed site, dated and on the water purveyors letter head. Static and residual flow GPM and pressure must be provided. NFPA 13D - 6.2 6. Provide the following note on the plans, "CPVC (ASTM F 442) and PB (ASTM D 3309) pipe shall comply with the portions of the ASTM standards specified in NFPA 13D Table 5.2.2.2 that apply to the fire protection service. Not all pipe or tube made to ASTM F 442 or D 3309 are listed for fire sprinkler service. A copy ofthe listing shall be provided at the job site." 7. Provide the following note on the plans: "A list of CPVC compatible products, such as fire caulking, shall be provided at the job site for the inspectors review." All products that touch CPVC piping shall be approved by the manufacturer. Please review product compatibility guides. Carlsbad 11-0152 03/03/11 8. Show the location of the inspectors test on the plans. Where water flow alarms are provided, inspector's test connections shall be installed at locations that allow flow testing of water supplies, connections, and alarm mechanisms. NFPA 13D-7.2. 9. The proposed sprinkler types shall conform to ordinary or intermediate temperature rating classification depending on the installed location in relation to the heat source per NFPA 13D - 7.5.5 and table 7.5.5.3. Identify the location of all heat sources and distance to sprinklers on the plans. NFPA 13D 7.5.55 and R313.3.2. 10. Provide the following note on the plans: "When nonmetallic piping is installed in attics, adequate insulation shall be provided in the attic side of the piping to avoid exposure of the piping to temperatures in excess of the pipes rated temperature." NFPA 13D - 7.7. 11. Provide the following note on the plans: "THE ATTIC SHALL NOT BE USED FOR STORAGE UNLESS SPRINKLER COVERAGE IS PROVIDED." • SYSTEM DESIGN 12. The hydraulic calcs and the plans call for a 14' X 14' spacing; the piping plan shows the bedroom head is 8 feet from the south bedroom wall. Please correct. 13. Please show compliance. Sprinklers that are not listed with specific discharge criteria shall provide a discharge of not less than 13 gpm per sprinkler simultaneously to all of the design sprinklers; 18 gpm to any sprinkler in the system. NFPA 13D - 8.1.1 14. Pendent and Upright Sprinklers: Call out or show the position of the sprinkler in relation to the ceiling. NFPA 13D - 8.2.1.1. 1) That have not been listed with specific positioning criteria shall be positioned so that the reflectors are within 1 to 4 inches from the ceiling unless othenvise permitted by NFPA 13D - 8.2.1.1. • CFC 15. Add the following statement to the plans, "Before requesting a final inspection of the installation, the installing contractor shall complete all tests in accordance with the manufacturer's specifications and the appropriate installation standards. Any deviations from the design standards shall be noted and copies of the "Approvals" for such deviations shall be attached to the written statement." CFC 901.2.1. EsGil Corporation In (Partnerstiip -witti government for (BuiCding Safety DATE: 01/27/11 •AEEUCANT JURISDICTION: Carlsbad •>i:ANREVIEWER • FILE PLAN CHECK NO.: 11-0152 SET: I PROJECT ADDRESS: 1417 Chestnut Ave. PROJECT NAME: Detached 2«d Dwelling for Slates Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. r~l 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. I I 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. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ^ The applicant's cOpy of the check list has been sent to: Peter Audello 4612 Allende Ave. Oceanside Ca. 92057 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. IXI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Peter Audello (v. M •) Telephone #: (760) 672-5222 Date contacted: / f / / (by: ) Fax #: (760) 439-4499 6Mail ^Telephone"-^ Fax In Person Email pcaudelo@att.net • REMARKS: By: Ray Fuller Enclosures: EsGil Corporation • GA • EJ • PC 01/24/11 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 11-0152 01/27/11 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 11-0152 JURISDICTION: Carlsbad PROJECT ADDRESS: 1417 Chestnut Ave. FLOOR AREA: Dwelling 360 STORIES: 1 HEIGHT: 12 ft per CBC REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 01/19/11? DATE PLANS RECEIVED BY ESGIL CORPORATION: 01/24/11 DATE INITIAL PLAN REVIEW COMPLETED: 01/27/11 PLAN REVIEWER: Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Residential Code, 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 2010 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2009 IRC, 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless ofthe 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 2009 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 vou submit the revised plans. Carlsbad 11-0152 01/27/11 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit four new complete sets of plans for commercial/industrial projects (three 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 92008, (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. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2010 California Residential Code, which adopts the 2009 IRC, 2009 UMC, 2009 UPC and the 2008 NEC. Section R106.2. 3. Verfiy that the final sets of plans and any new calculations will be stamped and signed by engineer and /or architect of record also. 4. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 5. Owner/designer as well as documentation author to sign the CF1-R forms. 6. An automatic residential fire sprinkler system shall be installed in one- and two-family dwellings (not required for additions if the existing dwelling doesn't already have a sprinkler system). Please clearly note this on the plans and plans cannot be sent back to the City until the City has notified us that the Fire sprinkler plans have been approved by the Fire Marshall. Section R313.2. 7. Show on the plans the location, type and size (BTU's) of all heating and cooling appliances or systems. 8. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 68 degrees F at a location 3 feet above the floor and 2 feet from exterior walls in all habitable rooms. Show basis for compliance. CRC 303.8. Carlsbad 11-0152 01/27/11 9. Show the minimum 30" deep unobstructed working space in front of the attic installed furnace. Section CMC Section 904.11.4. 10. Detail the installation requirements necessary when installing a central heating furnace opening into a bedroom or bathroom (per CMC Section 904.1): a) Non-direct vent appliance: Listed gasketed self closing and latching door assembly with a threshold and with all combustion air supplied from the outdoors. The furnace closet shall be dedicated to the furnace only and will have no other uses. Or b) Specify that the appliances are of the direct vent style. 11. The access opening to attics must be large enough to remove the largest piece of mechanical equipment and be sized not less that 30" x 22". CMC Section 904.11.1. 12. Note that passageway to the mechanical equipment in the attic shall be unobstructed, have continuous solid flooring not less than 24 inches wide, and be not more than 20 feet in length from the access opening to the appliance. CMC Section 904.11. 13. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic. CMC Section 904.11.5. 14. Could not determine if dryer is gas or electric (generally no fuel burning appliances allowed in bedrooms/bathrooms). 15. Show dryer vent to the exterior with termination to be a minimum of 3 ft from any opening. CMC Section 504.3. 16. In dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), show the locations of permanently wired carbon monoxide alarms with battery backup, per Section R315: a) Outside each separate sleeping area in the immediate vicinity of the bedroom. 17. Every dwelling unit shall have at least one habitable room that shall have not less than 120 square feet of gross floor area. Section R304.1. 18. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section R401.3. 19. Please provide manufacturer's cut sheet to show that the 3046 DH window will meet egress i.e. minimum 24" clear vertical height and note this under remarks on window schedule (as generally only provides 22" vertical height). Carlsbad 11-0152 01/27/11 20. New (2008 Energy) Residential ventilation requirements for new or relocated fans: • Kitchens require exhaust fans (either intermittent/100 cfm or continuous/20 cfm), ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. • Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. Note: CFM and noise rating ("Sone") must be specified on the plans. • Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. • All exhaust fans must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use )or3 "Sone" (for the intermittent use ). 21. Residential bathroom exhaust fans shall be energy star rated and shall be control by a humidistat capable of an adjustment between 50 and 80% humidity. CalGreen 4.506.1. 22. .Plans to reflect how new lighting will be in compliance with the residential energy lighting requirements: a) In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately. Note: Approximately % of the fixtures will be required to be of the high efficacy variety. b) In bathrooms all fixtures must be high efficacy style or be controlled by a vacancy sensor. c) All other rooms require any installed fixtures to be high efficacy or be controlled by a vacancy sensor or dimmer. (Closets under 70 square feet are exempt). d) Outdoor lighting fixtures that are attached to a building are required to be high efficacy or controlled by a combination photo-control/motion sensor (noting motion only). Note: Generally a high efficacy style of fixture is fluorescent, complete with electronic ballasts. Regular incandescent, quartz halogen and halogen MR lamps do not comply. 23. Show that at least one receptacle GFCI outlet will be installed outdoors at the front and back of the dwelling. CEC Article 210.52(E). 24. Per the NEC a minimum 100 amp panel must be provided to all dwellings. Sub panel ok as long as tenant has direct access and not placed in bathroom, clothes closet etc. Carlsbad 11-0152 01/27/11 25. If the plans reflect the electrical sen/ice or sub-panel to be in a shear wall location then note on plans if this is flush or surface mounted. If flush mounted then detail opening in shear wall and verify this will not adversely affect strength of panel/ top and bottom sills where penetrations for electrical conduit and wiring will occur. 26. Include, on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) Tamper resistant receptacles for all locations described in 210.52 (i.e., all receptacles in a dwelling). b) Weather resistant tvpe for receptacles installed in damp or wet locations (outside). c) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(B): Family, living, bedrooms, dining, halls, etc. 27. GFCI outlets required within 2 ft of end of peninsula. 28. On S-1 please include only those items for special inspection that apply to this project. 29. Details 1 and 3/S3 to reflect minimum distance to grade and minimum distance below grade (into natural). 30. Please recheck all details to verify that they are complete and/or correct. See for example where noting 10 mil for slab on grade note on S-3 and detail 2/S-3 is reflecting 15 mil? Recheck all locations. 31. Foundation plan is not reflecting a bearing interior footing where ceiling joist rest on and required per detail 12/S-3 as detail is clearly reflecting wall to be bearing. 32. How are the lateral loads transferred from upper diaphragm of dormer to lower diaphragm /foundation below as no shear called out? 33. Will the shear at Rb be effective where extends for 1 !4 ft up to the 12 ft dormer height? No details provided for blocking and strapping along this line at the 8 ft plate height where transitions to ballooned framed 12 ft height wall at dormer? 34. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% (but not more than 80%) of the required vent is at least 3 feet above eave vents or cornice vents). Show on the plans the area required and area provided. Section R806.2. a) if the California Energy regulations require Radiant Barriers in the attic, then the ventilation must be equal to the 1/150 provision, not the 1/300 relaxation. CEC RA4-2008. Carlsbad 11-0152 01/27/11 35. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/8" minimum to VA maximum openings. Section R806.1. 36. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. 37. Specify on the plans the following information for the roof materials, per Section R106.1.1: Manufacturer's name and ICC approval number, or equal. 38. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area (if over 30 sq. ft.), shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section R807.1. • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. The Green Building Standards apply only to newly constructed buildings throughout California. These standards do not apply to additions, remodels, repairs or tenant improvements unless the improvement is the first within a new building. CGC 101.3 39. Note on the site plan that the site shall be planned and developed to keep surface water away from buildings. Plans shall be provided and approved by the City Engineer that show site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 4.106.3. 40. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 4.408.1. 41. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC 4.410.1. 42. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. 43. Show on the plans that the gas fireplace(s) shall be direct vent. Woodstove or pellet stoves must be US EPA Phase II rated appliances. CGC 4.503.1. Carlsbad 11-0152 01/27/11 44. Note on the plans that VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. 45. Note on the plans that interior moisture control at slab on grade floors shall be provided by the soil engineer responsible for the project soil report per CGC Section 5.505.2.1, item 3. If a soil engineer has not prepared a soil report for this project, the following is required: A 4" thick base of Vz or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete, with a concrete mix design which will address bleeding, shrinkage and curling shall be used. 46. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one ofthe methods listed in CGC Section 4.505.3. 47. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 48. Note on the plans that if provided, whole house exhaust fans shall have insulated covers or louvers which close when the fan is off. The covers or louvers shall have minimum R4.2 insulation. CGC 5.507.1. 49. Note on the plans that heating and AC shall be sized and selected by ACCA Manual J or ASHRAE handbook or equivalent. The duct sizing shall be sized in accordance with one ofthe ACCA methods listed in CGC Section 4.507.2. 50. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. • CITY of CARLSBAD REQUIREMENTS 51. All new residential buildings, including additions, require a soils report. An update letter is required ifthe 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. Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans. Carlsbad has ruled that a stand-alone accessory dwelling unit, if under 500 square feet, may also qualify for this. Must use 1000 psf in any design of foundation. 52. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement as City does not exempt R3's . Carlsbad 11-0152 01/27/11 53. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). 54. Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). 55. All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). • City to place soils stamp on the plans at issuance. • 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 ( ) No ( ) 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 11-0152 01/27/11 y.^^ »iAnr->%f..^... DeveloDment Services SPECIAL INSPECTION SuiWiiiDivision ^ CITY OF AGREEMENT 1635 Faraday Avenue r^ADI QDAri B-45 760602 2719 V-.MIVLJlDrVL' mw.carlsbadcagw In accordance witli Chapter 17 of the C alifornia Building Code the following nuist be completed when work being performed requires special inspection, structural observation and construction material testing. Project/Permit: Project Address: A. THIS SECTION MUSTBE COIMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner- Builder •. (If you checked as owner-builder you must also complete Section B of this agreement.) Name; (Please print) ("J? Mailing Address: Em all: Phone: I am the: QProperty Owner QPropertyOwner's Agent of Record QArchitect of Record QEnglneer of Record State of California Registration Numbec: Expiration Date:_ AGREEMENT: 1, the undersigned, declare under penalty of perjury under Die laws of the State of California, that 1 have read, understand, acl<nowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials tesfing and off-site fabrication of building components, as prescribed In the statement of special Inspections noted on the approved plans and, as required by the California Building Code: Signature; Date B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706;. This section must be completed by the contractor / builder / owner-builder. Contractor's Company Name:, Please check if you are Oyvner.Builcier a Name: (Please print) lIFIttti .(U.I) <7^<t) Mailing Address: Email: , Phone: State of California Contractor's License Number: Expiration Date:. • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, forthe method and frequency of reporting and the distnbution ofthe reports; and • I certify tfiat I will have a qualified person within our (the contractor's) organization to exercise such control. Signature: Date; TOO"d TiLOL Carlsbad 11-0152 01/27/11 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK MO.: 11-0162 PREPARED BY: Ray Puller DATE: 01/27/11 BUILDING ADDRESS: 1417 Cheatnut Av«. BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ($q.Ft.) Valuation Multiplier Reg. Mod. VALUE m Dwelling 360 110.17 39.661 • Air Conditioning 360 4.19 1,508 Fire Sprinklers 360 3.11 1,120 TOTAL VALUE 42,289 Jurisdiction Cod* Ob By Ordinance eidd. Permit Fee by Ordinance 13 Plan Chedc Fee by Ordinance | ^ \ TypeofR«vi«w: B Complete Rw?aw D RqpctlOve Ffee Repeats • Other Q Hourly EsOII fmm • Structural Only [Hr. @ * $372.67 $242.17 $208.64 Comments: In addition to the EsGil Fee shown above, an additional amount is due (for reviewing CalGreen), equal to 1 hour @ $86 a hour. Sheet 1 of 1 maovakje.doo^ TOO/TOO "d 92.ST 099 898 iiosa 60:9T TTOZ-*0-A¥W Carlsbad 11-0152 03/03/11 DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 11-0152 PREPARED BY: Aaron Goodman DATE: 03/03/11 BUILDING ADDRESS: 1417 Chestnut Ave. First set of sprinkler plans BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Alarm Devices Hood Systems Underground Fire Sprinklers 1 TOTAL VALUE Jurisdiction Code cb BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee Repeats • Complete Review IZI Other J—j Hourly EsGil Fee • Structural Only Hr. @ * $130.00 Comments: EsGil Fee for <1,000 s:f. = $130.00 Sheet 1 of 1 macvalue.doc + Entries for ltem:2 Total Rows: 4 - Engineerlng-OKtolssue 15:05 01/05/2012 Action Comments By Date IN LO 02/01/2011 CO LO 02/01/2011 IN LO 02/23/2011 AP LO 02/23/2011 Page 1 m N3 CO T3 Q) (D i30- O JO mm Ills 5 > m 09 H r- z m m > CO -J 2d>o S5S~ |5 m S < till. ^ (g a s' •£-13 » if" 3 ED Z' Q w » o m • 5is rn j 00 z O m I z CO z z > H D m o ^ z z m Ho2 = tn > I m TJ m CO i-} H SO c z 52 OD _ m cs CO m H 1^ p O r- Z CO CO TJ TJ OD Z OD m -I p 5 Q -« CO 33 D 2 > 5 ><" m ' — Tl SCO P ODD <n m m =0 1-1 P rn > 5 Tl o K m X ^ D 5 m -n 5co:^ m ^ ^ 3 P ° o zOm So O m X cri ^ Z O CO S m 3 C Ci |i i Z m O CO T) • s z > TJ m > > H Z CO D I O 2 g m z5dQ m-<o5 ^Joszz 2 m > m Z 7}5 O m rn o 5 "< O O 3 Sz o 55 TJ c 5 O TJ ^ m r- m CO T) m < a Q ^ Ul n H -< ifl" (D .fi O. 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Best Management Practice (BMP) Description other (list): Site Access Across Dirt Dewatering i-iazardous Substance Use/Storage Equipment Maintenance and Fueling Staging/Lay Down Area | rWaste Disposal fStucco/i^tortar Woric | rponduit/Pipe installatton 1 TJ 3 O r Concrete flatworic /Concrete/Asphalt Saw cutting Drilling/Borinq pstcxskpiiing [ Trenching/Excavation 1 JSrading/Soil Disturijance CASQA Designation Construction Activity ^ Best Management Practice (BMP) Description EC-7 Geotexliles & Mats \ EC-8 Wood Mulching EC-9 Earth Dikes and Drainage Swales EC-11 Slope Drains SE-1 Silt Fence SE-3 Sediment Trap SE-4 Check Dam SE-5 Fiber Rolls SE-6 Gravel Bag Benn SE-7 Street Sweeping and Vacuuming SE-8 Sandbag Bamer SE-10 Storm Drain Inlet Protection TR-1 Stabilized Construction Ingress/Egress TR-2 Stabilized Construction Roadway NS-1 Water Conservation Practices ^» NS-3 Paving and Grinding Ooerations NS-7 Potable Water/Irrigation NS-8 Vehicle and Equipment Cleanino WM-1 Material Delivery and WM-2 Material Use -WM-3 Stockpile Management WM-4 Spill Prevention and Contmi \ WM-5 Solid Waste Mananemnnt WM-6 Hazardous Waste Manannmnnt WM-8 Concrete Waste Manannmnnt m 3 w C9 o' S 3 M O 3 CO o a 3 (D o o 3 CD z So •0 1. « d 3 —to ?z if « 3 3 3 TJ ^ 10 O S at 3 0) IO « o o I ^ CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 1 NEW DEVELOPMENT PRIORmr PROJECT TYPE Does you project meet one or more of the following criteria: YES NO 1. Housina subdivisions of 10 or more dwellina units. Examdes: sinole familv homes, multi-familv homes, condominium and apartments 2. Commercial - areater than 1-acre. Anv develooment other than heaw industrv or residential. Examples: hosoitals: laboratories and other medical facilities; educational institutions; recreaticxial facilities; municipal facilities; commercial nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildings; public warehouses; automotive dealerships; airfields; and other light industrial facilities. 1/ 3. Heaw Industrial / Industrv- areater than 1 acre. Examoles: manu^turino olants. food orocessino olants. metal working facilities, printing plants, and fleet storage areas (bus, taick, etc.). 4. Automotive reoalr shoo. A facilitv categorized in anv one of Standard Industrial Classification (SIC^ codes 5013. 5014, 5541. 7532-7534, and 7536-7539 5. Restaurants. Anv facilitv that sells oreoared focxls and drinks fbr consumotion. inciudina stationarv lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5612), where the land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. 6. Hillside develooment. Anv develooment that creates 5.000 sauare feet of imoervious surface and is kicated in an area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or greater. y 7. Envlronmentallv Sensitive Area (ESA)\ Ali develooment located within or directiv adiacent^ to or discharoino directly' to an ESA (where discharges ft'om the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. ly 8. Parkina lot. Area of 5.000 sauare feet or more, or with 15 or more oarkino soaces. and ootentialiv exoosed to urban runoff 9. Sfreets. roads, hiahwavs. and freewavs. Anv oaved surface that is 5.000 sauare feet or areater used for the transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Servino more than 100 vehicles oer dav and oreater than 5.000 souare feet 11. Coastal Develooment Zone. Anv oroiect located within 200 feet of the Pacific Ocean and (1^ creates more than 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Proiect results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating Development Project^. 1 Environmentally Sensitive Areas Include but are not limited to all Clean Water Act Section 303(d) Impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water tradies designated with the RARE tieneficlal use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas vrt)ich have been ktentified by the Copemiittees. 2 "Directly adjacent' means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows fram the sutiject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these Include all projects that contribute to an exceedance to an Impaired water body or which create new Impervious surfaces greater tlian 5000 square faet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for Infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects If they are built with pervknjs surfaces or if they stieet ftow to sunounding pervtous surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Stomri Water Management Plan, prepared in accordance with City Stonm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of 3 REV 4/30/10 CITY CARLSBAD O F STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES NO 1. Project results in the disturbance of more than 1 -acre or more of land and is considered a Pollutant-generating Development Project (see definition In Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) If you answered YES, please proceed to question 3. if you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the foilowing: 7^ a. Trenching and resurfacing associated with utility woric? b. Resurfacing and recx)nfiguring existing surface parking lots? c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Piease check the 'does not meet PDP requirements" box in Section 3 beiow. 4. Wiil your redevelopment project create, rejslace, or add at least 5,000 square feet of impervkHis surfaces on an existing development or, t>e located within 200 feet of the Pacific Ocean and (1 )create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%? if you answered YES, you ARE a significant redevelopment, and you ARE subjecrt to PRIORFTY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. SECTION 3 Questionnaire Results • My project meets PRIORfTY DEVELOPMENT PROJECT (PDP) requirements and must comply vyith additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for sutmiittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Infonmation and Signature Box TTiis Box tor City Use Only Address: /l}/^ Assessor's Parcel Number(s): -iC^ - ?'2^<tf» - Ao - Applicant Name: Applicant Title: Appji^nt Signature: Date: t , E-34 Page 3 of 3 REV 4/30/10 ' ^ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: ^ Building Permit • Right-of-Way Pemiit • My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of tlie following pennit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical MotMleHome Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria • My project qualifies as NO THREAT mi is exempt from tlie requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threaf assessment criteria on the Cit/s Project Threat Assessment Woricsheet fbr Determination of Constnjction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria Tier2 - a My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt pennit type (See list above) and the project meets one or more of the fbilowing criteria: • Results in some soil disturbance; and/or • Includes outdoor constniction activities (such as saw cutting, equipment washing, material stockpiling, vehide fiieling, waste stockpiling). Moderate Threat/Cessment Criteria My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the fbilowing criteria: • Project requires a grading plan pursuant to the Cartsbad Grading Ordinance (Chapter 15.16 ofthe Cartsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated constiuction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional fbilowing criteria: • Located within 200 feet of an environmentally sensitive area or the Padfk; Ocean, and/or • Disturbed area is located on a sk>pe with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located akjng or within 30 feet of a stonn drain inlet, an open drainage channel or watercourse, and/or • Constnictkin will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 - Significant Threat/Cessment Criteria • My project Includes clearing, grading or other disturbances to the ground restating in soil disturi^ance totaling one or more acres inckiding any associated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project is part of a phased dev^opment plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and nraintenance areas: or. My project is located inskle or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential fbr contributing pollutants to neartjy receiving waters by way of stonn water mnoff or non-stonn water discharge(s). a / certify to the best of my Itnowiedge that the above checked statements are true and correct / understand and aclmowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at ail times during constmction activities for ttie permit type(s) check above comply with the storm water best management practices pursuant to Titte 15 oftiK Cartsbad Municipal Code and to CAy Standards. The City Engineer may authorize minor variances from the Stonn Water Threat /Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is wananled. Project Address: Assessor Parcel No. Owner/Owner's Autiiorized Agent Name: j TWe: Date: Project ID: B-24 Page 1 of 1 Rev.03/09 QJ. S B B QQQ iS CO ra • • • • • • • • • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB11-0152 Address 1417 Chestnut Av Planner Chris Sexton Phone (760) 602-4624 APN: 205-220-40 Type of Project & Use: sdu Net Project Densitv: N/A DU/AC Zoning: RJ. General Plan: RLM Facilities Management Zone: 1 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: ^ Item Complete • Item Incomplete - Needs your action Environmental Review Required: YES • NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES • NO • TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES O NO O 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): Habitat Management Plan Data Entry Completed? YES • NO • 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 • NO • (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: MOB 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 1. Applicability: YES • NO • • • • 2. Project complies: YES • NOD • • • • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required. Required Required Required Required. 2. Accessory structure setbacks: Shown. Shown Shown. Shown. Shown Front: Interior Side: Street Side: Rear: Structure separation: Required 201 Shown 20' Required 61 Shown 61 Required Shown. Required 121 Shown IZ Required Shown. • • 3. Lot Coverage: Required <40% Shown 26.91% • • 4. Height: Required <141 Shown 1£ • 13 • 5. Parking: Spaces Required 2 Shown 2 (breakdown by uses for commercial and industrial projects required) Second Dwelling Unit Space Required 1 Shown 1 Additional Comments 1) Per the Carlsbad Municipal Code, second dwellina units must be architecturally compatible with the sinale-familv residence. Please state on the plans if the sdu is compatible architecturallv. 2) Please sign and return the attached Affidavit of Compliance for a Second Dwellina Unit. 3) Please fill out and return P-20 Housing Development Tracking form. 4) Per the Carlsbad Municipal Code, the second dwellina unit must provide one (1) parking space. The parkina space can be located in front of the garage if the garage is setback 20 feet from the propertv line. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER1<^^^DATE2I2:3- // H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 CITY OF CARLSBAD - AFFIDAVIT OF COMPLIANCE FOR A SECOND DWELLING UNIT Instructions to Propertv Owner (Affiant): Please type or print complete and accurate answers in all blank spaces in Section L Please read carefully, particularly Section II. Please read, sign and date Section III indicating that you understand and agree with the conditions of compliance. SECTION I - INFORMATION Property owner(s): 4TION - Name(s) Property Address: Stceet Address City Assessor Parcel No. Subdivision: Project Number: State Zip Code I or Name Lot/Block Parcel No. SECTION II - CONDITIONS FOR COMPLIANCE PLEASE READ CAREFULLY 1. A second dwelling unit is an attached or detached dwelling unit which is located on the same lot as an existing owner-occupied single-family detached dwelling unit and is: a. Suitable for use as a conplete living facility with provisions within the facility for cooking, eating, sanitation and sleeping; b. Occupied by one or more persons; and c. Subordinate to the main dwelling unit. 2. The Property Owner(s) Usted above hereby certifies that he/she owns the above referenced property, as of the date of this affidavit, and to his/her belief and knowledge, tiiere are no conditions, covenants or restrictions on the property prohibiting a second dwelling unit apartment. 3. The Property Owner(s) agrees to the following terms and conditions: FRM0006 6/03 PAGE 1 OF 2 a. The property and residence referenced above must not contain a second residential dwelling unit unless it is in compliance with the second dwelling unit provisions of the Zoning Ordinance of the City of Carlsbad. b. The Property Owner(s) shall reside in either the main dweUing unit or second dwelling unit described above, now, and for the Ufe of this agreement, unless a lessee leases both the main dwelling unit and the second dwelling unit. c. The Second Dwelling Unit may only be rented and shall not be sold separately fi'om the main dwelling unit, unless the lot on which such units are located is subdivided. d. The Property Owner(s) agree to rent the Second Dwelling Unit at a monthly rental rate which shall not exceed an amount equal to 30% of the gross monthly income of a low- income household, adjusted for household size, at 80% of the San Diego County median income. e. A copy of this agreement and Affidavit must be given by the Property Owner(s) to prospective purchasers of the property prior to entering into a sales contract for said property. SECTION in - AFFIRMATION AND AGREEMENT I HEREBY DECLARE AND AFFIRM, under penalty ofpeijury, that all matters and facts set forth in this agreement are true and correct to the best of my knowledge, information and behef, and that I (we) understand, accept and will abide by the regulations, requirements, and standards governing the Second Dwelling Unit. BY: BY: Date Property Owner Date Owner's Telephone Nimiber(s): Home Office FRM0006 6/03 PAGE 2 OF 2 SUILOING DEFi: Carlsbad Fire Department COPY Plan Review Requirements Category: RESDNTL , 2DU Date of Report: 03-05-2011 Reviewed by: Name: PETER AUDELO Address: 4612 ALLENDE AV OCEANSIDE CA 92057 Permit #: CBl 10152 Job Name: SLATES RES- BUILD NEW 360 SF Job Address: 1417 CHESTNUT AV CBAD \f^JSOiMif¥Si99F''^¥>m^i/lmiu^mJ^^ Conditions: Cond: CON0004445 [MET] THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 03/05/2011 By: GR Action: AP Structural Design JBlus- 15053 Ventura Blvd, # 205, Sherman Oaks, CA 91403 TEL: 818.905.9871 Fax: 818.905.9873 Plan-Check Calculations For: Project: Slate Property Job Address: 1415 Chestnut Avenue Carlsbad, CA 91604 Designer: Peter Audelo Engmeer: Dean Almalla, PE Proj. Engr: EM Job#: Date: 11-AUD-Ol 02-08-2011 STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERMAN OAKS, CALIFORNIA 91403 JOB. SHEET NO.. 0F_ CALCULATED BY_ CHECKED BY SCALE DATE B. DATE 2 .1 d .= E 7 2 3 4 ; 6 ? e ^ : ,::M:Z I D PRODUCT 207 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 1^ Printed 7 FEB 2C11 11:5SAM Description: - rGB-1 Material Properties Licensee : Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7^5 Analysis Method_i:Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : ILevel Truss Joist Wood Grade : Paraliam PSL 2;0E Beam Bracing : Completely Unbraced Fb - Tension Fb-Compr Fc-Prll Fc-Perp Fv Ft D(1.4)Di(p.3ZJ) D(0.(|27b) 2,900.0 psi 2,900.0 psi 2,900.0 psi 750.0 psi 290.0 psi 2,025.0 psi E: Modulus of Elastic^ Ebend-xx 2,000.0ksi Eminbend - xx 1,016.54ksi Density 32.210pcf Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0,02750, Tributary Widtti = 1.0 ft. (CEILING) Point Load: D = 1.40, Lr = 1.750 k @ 8.50 ft. (RB) Point Load: b = 0.320 k @ 9.0 ft, (CB-2j Maximum Bending Stress Ratio Section used for ttiis span fb: Actual _ FB:A|lowiable Load Combination . Location of maximum on span Span # where maximum occurs Maximum Deflection V : Max Downvvard l+LT+iS Deflectjo Max Upward L+Lr+S Deflection Max Downward Jotal Deflection Max Upward total [Deflection 0.911:1 3.5x11.25 2,545.52psi 2,794.88psi +D+Lr+H 8.500ft Span#1 Maximum Shear Stress Ratio Section used for ttiis span fv: Actual Fv: Allowable Load Combination Location of maximum on span Spari # where maximum occurs Design OK 0.256 :1 3.5x11.25 74.38 psi 290.00 psi •KD+Lr+H 16.065 ft Span # 1 0.375^ in Ratio = 0.000 in Ratio = 0.807 in Ratio = Q.OOOin Ratio = 543 O<360 252 0 <240 Mgximujn Forces & Stresses for Load Combinations Load Combination Segment Length 3pan# Max Stress Ratios C f/v " C V Ct Summary of Moment Values Summaiy of Shear Values Load Combination Segment Length 3pan# M V C f/v " C V Ct Mactual fb-design Fb-altow Vactual fv-design Fv-altow •K) Length = 17.0 ft .0.47& „p,142 =SHdl>O00y: •1:000 1.000 1.000 8.22 1,336.63 2,794.88 1.08 41.05 290.00 -tO-H.r+H 1.000 1.000 1.000 1.000 Length = 17.0 tt 1 0.911 0.256 1.000 1.000 1.000 1.000 1.000 15.66 2,545.52 2,794.88 1.95 74.38 290.00 +D-K).750Lr'*0.750L+H 1.000 1.000 1.000 1.000 Length = 17.0 ft 0.803 0.228 1.000 1.000 1.000 1.000 1.000 13.80 2,243.30 2.794.88 1.73 66.05 290.00 •»O-f0.750Lr-*0.750L^:750Vy+ff" 1.000 1.000 1.000 1.000 Length =17.01 1 0.803 0.228 1.000 1.000 1.000 1.000 1.000 13.80 2,243.30 2,794.88 1.73 66.05 290.00 •^•K).750Lr^0.750Lt0.5250E+H • 1.000 l.tMX) 1.000 1.000 Lengths 17.0 ft. 1 0.803 0.228 i:ooo 1.000 1.000 1.000 1.000 13.80 2,243.30 2,794.88 1.73 66.05 290.00 Overall IMaximum Deflections - Unfactored Loads Load Combinatton Span Max. •-' Defl Locatnn in Span Load Combinatton Max. •+" Defl Location in Span D+Lr 1 0.8068 8.585 0.0000 0.000 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 V Shemian Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: si Job* 11-AUD-01 J Printed'. 7 FEB 2011,11:55AM Llc.#: KW-06002712 Description: CB-1 Veitical Reactions • Unfactored Support notatton: Far left is #1 Values in KIPS Load Combinatnn Support 1 Support 2 Overall MAXimum DOnly Lr Only D-H.r 1.959-: 1.084 0.875 1.959 "t§7r 1.103 0.875 1.978 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 lLic; # VKVW)600^2 Title: Dsgnr: Project IDesc: Slate Property Project Notes: Description: CB-2 Material Properties Job# 11-AUD-01 i, oC I Printed: 7FEB2011.11:54AM Licensee : CalculaUons per NDS 2005. IBC 2006, CBC 2007, ASCE 7-05 Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Lareh - Wood Grade : No.1 Beam Bracing : Completely Unbraced Fb - Tension Fb - Compr Fc-Pril Fc-Perp Fv Ft 1000 psi 1000 psi 1500 psi 625psi 180 psi 675 psi £; Modulus olBasticMy Ebend-xx 1700ksi Eminbend-XX 620ksi Density 32.21 pcf D(0J344) A 4x10 Span = 14.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load; D = 0.0440, Tributary Width = 1.0 ft, (CEILING) 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 - Max Downward Total Deflection Max Upward Total Deflection 0.23S 1 4x10 278.02psi 1,184.37psi ' +D . 7.250ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum onspan Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.112 in Ratio = 0.000 in Ratio = 0<360 0 <360 1547 0 <240 Design OK 0.074 :1 4x10 13.30 psi 180.00 psi +D 13.775 ft Span # 1 Maximum Forces & Stresses for Load Combinations Max Stress Ratios Summar/ of Moment Values Summa7 of Shear Values Segment Length Span* M V Cd C f/v C r Cm C j Mactual ftvdesign Fb-alkw Vactual fv-design Fv-alkw Length = 14.50 ft 1 0.235 0.074 1 000 Overall Maximum Deflections - Unfactored Loads 1.200 1.000 1.000 1.000 1.16 278.02 1.184.37 0.29 13.30 180.00 Load Combination Span Max:'-"Defl Location in Span Load Combinatton Max.'+" Defl Locatton in Span DOnly 1 0.1124 7.323 0.0000 0.000 Vertical Reactions - Unfactored Support notatton: Far left is #1 Values In KIPS Load Combinatton Support 1 Support 2 Overall MAXimum DOnly 0.319 0.319 0.319 0.319 Carlsbad 11-0152 o t 01/27/11 : I'Vz. 25. If the plans reflect the eleotrical service or sub-panel to be in a shear wall location then-note on plans if this is flush or surface mounted. If flush mounted then detail-operiing in shear wall and verify this will not adversely affe^^ of panel/ top and bottom sills where penetrations for electrical conduit and wiring will occur. 26. Include, on the plans the following specifications for electrical devices installed in dwellings: CEC Articte2 to & 4^^^ a) l^ami^ locations described in 210.52 (i.e., all receptacles in a dwelling). b) Weather resistant tvpe for receptacles installed in darnp or wet locations c) Ai-G-lault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(B): Family, living, bedrooms, dining, halls, etc. 27. GFCI outlets required'within 2 ft of end of peninsula. y 28. On $-1 please include only those items for special inspection that apply to this project. " pl^£. r^t^:^ u^dUtU SJ\. 29. Details 1 and 3/S3 to reflect minimum distance to grade and minimum distance below grade (into natural) ^jz£^ d£^t^-^^ /• ~^30. Please rgeffefc^^ that they are complete and/or correct. See for eXaiTiple vvherei noting 10 mil for slab on grade note on S-3 and detail 2/S-3 is ••• reflecting 15 mil? Recheck all locations. $^ teAj\s-€<L A^eJhttjQj ^ 31. Foundation plan is hot I'eflecting a bearing interior footing where ceiling joist rest on and required per detail i2/S-3 as detail is clearly reflecting wall to be bearing. 32. How are the lateral loads transferred from upper diaphragm of dormer to lower diaphragm/foundation below as no shear called out? d'OU-ei- g^e, vHoT^h^ 33. Will the shear at Rb be effective where extends for 1 14 ft up to the 12 ft dormer heTght?:iSlcfdetails ^^p^^^^ and strapping along.this line atlhe_8 ft - plate height where transitions to ballooned framed 12 ft height wail at dormer? 34. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 17150 of attic area (or 1/300 of attic area if at least 50% (but not more than 80%) of the required vent is at least 3 feet above eave vents or cornica vents). Show on-the plans the area required and area provided. Section R806.2. a) if the Callfornja .Energy regulations require Radiant Barriers in the attic, then the ventilation must be equal to the 1/150 provision, not the 1/300 relaxation. CEC RA4-2008. |^rct> Carlsbad 11-0152 i 1/ 01/27/11 35. Note on the plans: "Attic ventilation openings shall be covered with corrosion^resistantoietal rnesh with 1/8" minimum to %" maximum openings. SeetictoMQ6.4;:J 36. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing, jfo ic^!^^^ the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. . ,.-..SectiQn-^M--jSvt4^ ••-•---•^ • 37. Specify-on #te"ptens4he^ollowing infonnation for the roof materials, per Section R106.1.1: Manufacturer's name and ICC approval number, or equal. ifVrc U 38. Show location of attic access vyith a minimum size of 22"x30", unless the - maximum vertical headroom height in the attic is less than 30". Accessmust be provided to each separated attic area (if over 30 sq. ft.), shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section R807.1. • GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building ^^ "-"^^^^^^^^ Standards Code which became effective January 1, 2011 and must be enforced by the local building official The follcwing mandatory requirements for residential construction must be Included on^our plans. The Green Building Standards apply only to newly constructejl buildings throughout California. These stehdardsdo not apply to — — additions7remodels, repairs or tenant improvements unless the improvemenf is thtrfirst^^^^^^^^^^- within a new building. CGC 101.3 Note oh the site plan that the site shall be planned and developed to keep ' ^ - surface water away fro^^^^ Plans shall be provided and approved by the City Engineer that show site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the touilding ^ ^^^^^'^^ • • departrnenti-^CGCT^vl^^^ — v^;- Hi- Note on the plans-that a minimum of 50% of construction waste is to be recycled. (iGC^408;r SA Note onjtheg^^ to provide an operation nrranuai ^containing w ^r: -: inforroafiotLfej^oia^ etc.) for the owner at the time of fmal - •• inspection: CGC 4.410.1'. '^-j _ Cof^VrcxcXor "^x^les . ^ NotevonShe^plan^^^ sealed, and mechanical equipment is to be covered. CGC 4.504.1. Atnss. S .-\ 43. Show on the plans thMj.h.Cg.as fireplace(s) shall be direct vent. Woodstove or pellet stoves must be US EPA Phase il rated appliances. CGC 4.503.1. ^^c^ STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERMAN OAKS, CALIFORNIA 91403 JOB. SHEETNO.. '^[f^U] OF Zg. CALCULATED BY_ CHECKED BY SCALE DATE S/||_ DATE r i ry PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 92072 Lie. NO, C-16 788204 HYDRAULIC CALCULATIONS FOR THE SLATES RESIDENCE 1417 CHESTNUT AVE CARLSBAD, CALIFORNIA DATE: MAR 31, 2011 REVISED REMOTE AREA "A" -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW & PRESSURE (at BASE of Riser (Node BOR) SPRINKLER K FACTOR: Residential Facility 13D Per Specific Sprinkler Req. used 16'x 16' Spacing to cover the 2 most remote heads in Living Room and Kitchen 2 Most remote Heads 16'x 16' Worst Case 2 sprinklers 26.8 gpm 31.8 gpm 26.8 gpm @ 18.5 psi K = 4.9 Recessed Res. Head K = 4.2 Concealed in Kitchen NAME OF CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. DESIGN/LAYOUT BY: TOM T. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE MARSHALL 73 PSI STATIC IS AVAILABLE AT THE PROPERTY - DROPPED THAT PRESSURE BY 10% FOR THESE CALCULATIONS CALCULATIONS BY THE HASS CQMBUT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/31/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCEXSLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) 65.7 RESID. PRESS. (PSI) 63.7 FLOW (GPM) 50.0 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 64.8 31.8 REQ'D PRESS. (PSI) 56.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) NODE TYPE PRESSURE (PSI) DISCHARGE (GPM) 1 11 8 K= 4.90 7 .9 13 8 2 9 0 K= 4.20 9 6 13 0 3 9 6 -- - -9 8 - -- 4 9 6 -- - -11 2 - -- TOR 9 6 -- - -12 2 - -- BOR 1 0 -_ _ _ 18 5 - -- PVC-COP 0 0 -_ _ _ 19 7 - -- METERl 0. 0 -_ _ _ 43 8 - -- METER2 0. 0 -- - -48 8 - -- DOMESTIC 0. 0 HOSE STREAM 43 1 5 0 CITY -3. 0 SOURCE 56 1 31. 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/31/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 2.00 PF 0. 5 2 9.0 4.2 9.6 13. 0 4.4 150 FTG ET PE -0. 3 3 9.6 0.0 9.8 0. 0 0.031 TL 15.39 PV Pipe: 2 -13.8 1.101 PL 12.12 PF 0. 9 1 11.8 4.9 7.9 13. 8 4.6 150 FTG 4E PE 1. 0 3 9.6 0.0 9.8 0. 0 0.034 TL 27.42 PV Pipe: 3 -26.8 1.101 PL 2.67 PF 1. 4 3 9.6 0.0 9.8 0. 0 9.0 150 FTG T PE 0. 0 4 9.6 0.0 11.2 0. 0 0.117 TL 12.23 PV Pipe: 4 -26.8 1.101 PL 4.58 PF 1. 0 4 9.6 0.0 11.2 0. 0 9.0 150 FTG E PE 0. 0 TOR 9.6 0.0 12.2 0. 0 0.117 TL 8.41 PV Pipe: RISER -26.8 1.101 PL 8.58 PF 2. 6 TOR 9.6 0.0 12.2 0. 0 9.0 150 FTG EC PE 3. 7 BOR 1.0 0.0 18.5 0. 0 0.117 TL 21.97 PV Pipe: 1"-C0P -26.8 1.049 PL 2.50 PF 0. 8 BOR 1.0 0.0 18.5 0. 0 9.9 150 FTG E PE 0. 4 PVC-COP 0.0 0.0 19.7 0. 0 0.148 TL 5.52 PV Pipe: 1"-PVC -26.8 1.049 PL 141.58 PF 23. 4 PVC-COP 0.0 0.0 19.7 0. 0 9.9 150 FTG 3ET PE 0. 0 DOMESTIC 0.0 H.S. 43.1 5. 0 0.148 TL 158.20 PV Pipe: TO-METER -31.8 1.049 PL 2.33 PF 0. 7 DOMESTIC 0.0 H.S. 43.1 5. 0 11.8 120 FTG PE 0. 0 METERl 0.0 0.0 43.8 0. 0 0.306 TL 2.33 PV Pipe: METER2 METERl 1"METER 0.0 0.0 0.0 0.0 48.8 43.8 0.0 0.0 FIXED PRESSURE LOSS DEVICE 5.0 psi, 31.8 gpm Pipe: 3/4-CITY METER2 CITY 0.0 -3.0 0.0 SRCE 48.8 56.1 0.0 (N/A) -31.8 17.0 0.874 PL 150 FTG 0.493 TL 8.29 TG 12.02 PF PE PV 5.9 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/31/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.024 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft/sec at pipe 3/4-CITY. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * Diameter (in) 0.874 1.101 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet ETLCBGADN Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) ETLCBGADN Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10-00 10.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/31/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC S On O IS o fa SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/31/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC WATER SUPPLY CURVE 72+ I I 66* 0 * I 60+ X 54+ P 48 + R E S S 42+ U R E 36+ ( P S I 30+ ) 24 18 12+ 6+ <-63.7 psi @ 50 gpm Flow Test Point LEGEND X = Required Water Supply 56.05 psi @ 31.8 gpm 0 = Available Water Supply 64.84 psi @ 31.8 gpm 0++-+ + + + +— 200 300 400 500 600 + +— 700 800 FLOW (GPM) —+— 900 -—+ 1000 B 0) QC (/) = CM Tip T3 C (0 SSOl aV3H yv9 ISd OO -I—'- CD I 1— CM I ' I ' I O 00 CD I oa •r- O o o o> eo <o lO Oi Oi Oi (Ti lN33U3d-A9VUn33V AJ JVO f -J < UJ UJ > lib /) 0) III </) O > JT n. D () < III- >-X < Mi UU O o <* 1 1 1 1 1 ' 1 1 1 cu tn " o (O. O. in. CO cn- o in- co-00- in - CM- co- o. CM co-in. in- -CM- co. o. Cvl- in- m T—- CD tn d o u. u. O !< QC zzz < < CD C5 CO ^ 3 S CC o cc CO < III < CO Structural Design Plus 15053 Ventura Blvd, # 205, Sherman Oaks, CA 91403 TEL: 818.905.9871 Fax: 818.905.9873 Structural Calculations For: Project: The Slate Property Job Address: 1415 Chestnut Avenue Carlsbad, California Designer: Peter A udelo it 6 Engineer: Dean Almalla, PE Proj. Engr: EM Job#: Date: II-AUD-01 01-19-2011 Job#: V\-A^.^ Page 1 of Roof Loads Roofing (shingles) 3.0 psf Sheathing (1/2" P.W.) 1.5 psf 2x Roof Rafters 2.5 psf Insulation 1.0 psf 2x Ceiling Joists 2.5 psf Gyp. Board 3.0 psf Miscellaneous 2.5 psf S Roof Dead Load = 16.0 psf Roof Live Load = 20.0 psf Floor Loads Finish (Carpet) 3.0 psf Sheathing (5/8" P.W.) 2.0 psf 2x Floor Joists 3.0 psf Insulation 1.0 psf Gyp. Board 2.0 psf Miscellaneous 1.0 psf £ Floor Dead Load = 12.0 psf Floor Live Load = 40.0 psf (Residential) Floor Live Load = 60.0 psf (Balcony < 100 ft^) Floor Live Load = 100.0 psf (Balcony > 100 ft^) Job #: U^Aob.^O| Page 2 IJNIFORM LOAD CAPACITY OF HEADERS DOUGLAS FIR #2: Fb = 825 psi fb Fv = 95 psi —> 8 x825x8 12 xL^ . = W : -: A = 1 /360 (LtVE LOAD) fv -> 95 X A = W :-....--.-.Sr.--..: : ... „ . :i.5x,(L/2-t) = W -.—r-~r.r-.:„ A—-—> 384x1.ex10SL W 5x 12'' X 360 x L^ W 5x 12'' X 360 x L^ SIZE 4x4 4x6 4x8 4x10 4x12 4x14 SPAN RF FtR RF FLR RF FLR RF FLR RF FLR RF FLR fb ' 568 454 1434 1147 2088 1670 4' fv 3Q7 245 757 605 •1317 1054 2144 1716 • 463_ 1797 4113 8556 748 5«8 1063 850 1488 1190 1983 1586 5-fv 237 189 485 388 843 674 1373 1098 2030 1625 920 ••' 2108 . 4371 ,78.81 fb 358 286 601 481 838 670 1155 924 1506 1205 1963 1570 e-fv: : • •136;:;:,:; :J<5|i:" :::3:3-6- 269-' - 586 469 953 763 1411 1128 .1955 1564 A!, . I.,.,v,,:^,532^^.. -- 1219 2531 4558 7445 fb: --502 402 696 557 944 755, 1219 971 1549 1239 7' fv: : : 247- 198-430 334 700 ...560 1035 828 1436 1150 A .g6-„..,.. 335 : 768 1595 2867 4689 fb 43^1 345 592 474 793 634 1017 814 1279 1023 8' fv 189 152 329 263 536 429 793 635 ::il:00 878 225 515 1069 1923 3140 fb ^ 378 302 517 414 688 -550 875 700.: .1D89 872 9' fv:' 150..,; 320; /-260 208 423 339 627 501 869 702 A _ ,158:/.: 361 750 1350 2206 fb -.:=.336i-:::-:269;/ 458 366 607 486 768 -614 949 759 lo-:424Q-—9?^_. ^^2tl 169-343 274 507 406 704 563 A . ,:., _.._J..15_ 263 547 984 1608 fb 413 330 544 435 607 54.9 840 672 ll' fv . •• ..-174 139 284 227 284 227 582 465 A ::L ..197 411 739 1208 WOOD POST r^F^M 3JC6 3x8 ALLOW: LOAb IN M-ips LENGTH OF COLUMN IN FEET ;5. 10 \ 12 \ 14.. \ : u. 18 i: 20 I 22 2x4 25^' J 6 11 2x6 3 9 j„.;5 \j7 2x8 .::5:/:-|-:3^3'-j-;2^.j- 2x10 2 -2^9 5.e \ 2.3 f ^. ^5 ; 3 5 I.S 2.9 5 9 .3xm.. ..: j 5"]T "JT4 3.6 9 8 5 9' 48 d ' s 6 3 • 3 3 2 2 5 10 4 5 5 •J C 14 5, 3 2 T C t 5 5 , ...22:.5 ,; •., ! 1 7 '7 • -r 3:.3 1 ..a -it 0 ' ^'•^ 6 j C 7. i '.19 \ 5 7-'^ .5 • 20. -6 I -? 5 I ..'4 '^G - ^ !6.2 4x10 34 •3 3^ 1:3^3-i '\ 36 ^ i 30.:-' -'6 3 •4x12 42.3 ' 40 -< .! 3i. 5 \ 5.5 \^ 4 3 6 :J 1 5.S- :3 9 6x6 6x8 6x10 ' •t^yj - 'e 43,5 40 I 8x8 8x10 lOxlO 3.56JX 55 \ 53.3 61. 60.6 : - • ; 76 7 50.8 59.8 •5.8 98 37 4 47 4 58.7 74.4 97 J 33 . 42.7 57.3 7? ^ 96.4 ^ J. 2. 28.-9 36.6 553 7Q1 95.2 82 WIN GRADE C F s- -fc-WOO ps; E=i.3y.'!0 PS! '5.6 119 26.9 493 6.3.1 917 - :6,2. 94 76 • 12 3 10.4 20:6 4 IS 52 S. .86:4 16. 3 i 13.2 32.6 413 26.4 33.4 78.7 \ 67.9 LO>4G-G#tF:^ .;K'^< IKl.'r =<S- l-NXER COL :-:•;;- -< K./d=<K-- SHORTCOl • :D-<-,KI/C^<-V 3 i<!^d.K!'4 ^1' SHEAR WALL SCHEDULE Mark Sheofhing Material •Panel Nailing Perimeter Reld BIkg. to Sill/ Double Plate Connection Anchor Bolt Ennb. Dpth. Shr. PIf. Framing O Panel Edges Req'd. Struc. Observ. by Eng'r. of Record Plywood Nailing Deputy Inspection t/2' Plywood Structural I IOd o 6' o/c IOd O 12" o/c AJ5 • »«• o/c O TOP te 16d 04'o/c 0 BMT. 5/6' Dkl. 0 32' o/c 2ao 2x Stu<fo 2x sm e NO NO 3, 4 1/2' PImiod structural I IOd fi" o/c IOd O.. .. 12' o/o a. » A35 O 12' o/c O TOP * 3/8' Dfa. X 6' lag bolt 0 16' o/c 0 BTU. 5/8' Dfa. 32' o/c 340 3x Studs Jx s»/ e yES YES * 4 1/2' Plywood Structural I IOd 0 4' o/c IOd 0 12' o/c s. » A35 0 6' o/c • TOP A 3/8' Dia. X 6' lag bolt 0 12' o/c O Bm. 6/8' Dh. 0 24' o/c 510 3x Stud* 3)t sm It YES YES S. 9 3.4 1/2' Pfywddd Structured / IOd 3' o/c IOd : 0 12" o/c A55 0 6' o/c • TOP A 3/8' Oa. X r lag bolt 0 8' o/c o em. 5/8" Dfa. o 16" o/c 665 3x Studs Jx s»/ e YES YES w X'*""3...,:r. 1/2' Pfywddd Structure/ / IOd 2'o/e fOd 12" o/c A55 O 6' o/c • TOP * 3/6' Dia. X 8? lag-bolt 0 8' o/c e STM. 5/8" Dfa. 0 12" o/c 870 3x Studs Jx SV/ e YES YES JOB STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERIVIAN OAKS,CALIFORMA^1403 SHFPT ND OF STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERIVIAN OAKS,CALIFORMA^1403 CALCULATED BY OATF nHFnKFD RY nATF e7ai234557 3 4 5 6-7 6 1 Z 34567612,3 45678123 2345678123 Dortni mr om STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERMAN OAKS, CALIFORNIA 91403 JOB. SHEETNO.. 0F_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. 2 3 4 5 6 731234567312 3 4567012 f> 7 ei234567S123456781234567S123 1^ 1-= "^fS (^\/AAII{) i I U ll STRUCJURAL DESIGN PLUS t5053 yenJtira.Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 1 Printed: 17 JAN 2011,12:42PM Description: RR [11 Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis IWethod: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species ; Douglas Fir - Larch Wood Grade :No.1 Beam Bracing : Completely Unbraced Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft 1000 psi 1000 psi 1500 psi 625 psi 180 psi 675 psi E: Modulus ofElasticify Ebend-xx ITOOksi Eminbend-XX 620ksi Density 32.21 pcf Repetitive Member Stress Inaease D(0.02133)Lr(0.0267) Span = 9.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.02133, Lr= 0.02670, Tributary Width = 1.0 ft, (ROOF) Maximunn 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 Max Downward Total Deflection Max Upward Total Deflection 0.239 1 2x10 272.81 psi 1,143.00psl +D+Lr+H 4.500ft Span#1 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 0.108 :1 2x10 19.39 psi 180.00 psi +D+Lr+H 8.235 ft Span # 1 0.024 in Ratio = 0.000 in Ratio = 0.042 in Ratio = 0.000 in Ratio = 4571 O<360 2541 0<240 Maximum Forces & Stresses for Load Combinations Load Combinatk>n Segment Length Span # Max Stress Rattos M V- Summary of Moment Values Summaiy of Shear Values Cd C f/v Cf Cm C| Mactual fb-design Fb-allow Vactual fv-design Fv-altow +0 Length = 9.0 ft 1 0.106 +D+Lr+H Length = 9.0 ft 1 . 0.239 +O-^,750Lr-K).750L+H Length = 9.0 ft 1 0.206 +O-t0,750Lr4O.750L-t<).750W+H Length = 9.0 ft 1 0.206 +O+0.750Lr+0.750L+0.5250E+H Length = 9.0 ft 1 0.048 0.108 0.093 0.093 0.093 1.000 1.000 1.000 1.000 1.100 1,100 1.100 1.100 1,100 1,100 1.100 1.100 1.100- 1.000 0,22 121.16 1,143.00 0,08 8,61 180,00 1.000 1.000 0,49 272.81 1,143.00 0,18 19,39 180,00 1.000 1.000 0,42 234.90 1,143,00 0,15 16,70 180,00 1,000 1,000 0,42 234.90 1,143,00 0,15 16,70 180,00 1,000 1,000 0.42 234.90 1,143,00 0,15 16,70 180.00 Load Combinatton "MT 0.0425 Locatton in Span Load Combination 4545 Max."+" Defl Location in Span 0.0000 0.000 STRUCJURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 Description: RR[11 Vertical Reactions • Unfactored Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 • t17JAN2011,1i42PM Support notation: Far left is #1 Values in KIPS Load Comtilnation Support 1 Support 2 Overall MAXimum DOnly LrOnly D-H.r 0.216 0.096 0.120 0.216 0.216 0.096 0:i20 0.216 STRUCTURAL DESIGN PLUS 15053 Ventara Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 1 Printed: 17 JAN 2011,12:42PM Description: CJ [2] Material Properties Calculations per IBC 2006, CBC 2007,2005 NDS Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced Fb - Tension 1,000.0 psi Fb •Compr 1,000.0 psi Fc-PrII 1,500.0 psi Fc-Perp 625.0 psi Fv 180.0 psi Ft 675.0 psi £; Modulus ofElasticify Ebend-xx 1,700.0ksi Eminbend-xx 620.0ksi Density 32.21 Opcf Repetitive Member Stress Increase D(0.01333)^Lr(0.0267) Span = 9.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load • D = 0.01333, Lr = 0.02670, R^RttvU^IIMMtUfY •'^ Maximum Bending Stress Ratio = - Tl - Section used for this span fb: Actual = FB: Allowable = Load Combination i Location of maximum on span = Span # where maximum occurs = Maximum Deflection • Max Downward L+Lr-i-S Deflection Max Upward L+Lr+S Deflection h : Max; Downward TotatDeflectio Max Upward Total Deflection Tributary Width = 1,0 ft, (CEILING) 0.452 1 Maximum Shear Stress Ratio 2x6 Section used for this span 643,13psi fv: Actual 1,422,72psi Fv: Allowable +D+Lr+H Load Combination 4,500ft Location of maximum on span Span # 1 Span # where maximum occurs 0.112 in Ratio = 0.000 in Ratio = 0 168 in Ratio = 0.000 in Ratio = 961 O<360 641 O<240 Design OK 0.164 : 1 2x6 29.48 psi 180.00 psi +D+Lr+H 8.550 ft Span#1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span# Max Stress Ratios M "V Summary of Moment Values Summaiy of Shear Values C(j C f/v ' r 'm LL Mactual fb-design Fb-allow Vactual fv-design Fv-allow 1 1 +0 Length = 9.0 ft +0-tLr+H Length = 9.0 ft +O-t0.750Lr+0.750L+fH Length = 9.0 ft 1 - +D+0.750LT^O,750L+0,r50W-tM Length = 9.0 ft 1 +OtO.750Lr-K).750L-t0.5250E+H = 9.0ft -t 0,151 0,452 0,377 0,377 1377 0,055 0,164 0.136 0.136 0,136 1.000 1.000 1.000 1,000 1,000 1,300 1.300 1.300 1.300 1.300 1.300 1.300 1,300 1,300 1,150 1.150 1.150 1,150 1,150 T:150 1,150 1.150 1.150 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.13 214.16 1,422.72 0.05 9.82 180.00 0.41 643.13 1,422.72 0,16 29,48 180,00 0.34 535,89 1,422,72 0.14 24.56 180.00 0.34 535.89 1,422,72 0,14 24,56 180,00 0,34 535,89 1,422,72 0.14 24.56 180.00 Overall Maximum Deflections - Unfactored Loads' Load Combination "D^O Span Max.'-'Defl Location in Span Load Combination Max.'+' Defl Location in Span 1 0,1685 4,545 0,0000 0.000 , STRUCTURAL DESIGN PLUS 16053 Ventura Blvd. Suite 205 Shennan Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 [o Printed; 17 JAN 2011,12:42PM Description: CJ [2] Vertical Reactions • Unfactored Load Combination : Support notation: Far left is #1 Values in KIPS Support 1 Support 2 Overall MAXimum DOnly LrOniy D-K-r 0.180 oTiacr 0.060 0.060 0,120 0.120 0,180 0.180 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd, Suite 205 Sherman Oaks, CA 91403 P: (818)905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 Printed: 17 JAN 2011, 2;62PM Description: Material Properties Calculations per IBC 2006, CBC 2007. 200S NDS Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species ; iLevei Truss Joist Wood Grade : Paraliam PSL 2.0E Beam Bracing : Completely Unbraced Fb - Tension Fb - Compr Fc-Prll Fc-Perp Fv Ft 2900 psi 2900 psi 2900 psi 750 psi 290 psi 2025 psi £; Modulus ofElasticify Ebend-xx 2000ksi Eminbend-XX 1016.535 ksi Density 32.21 pcf I J A 3.5x11.25 . Span = 14.50 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.140, Lr = 0,1750, Tributary Width = 1,0 ft, (ROOF) ,r- - 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 Max Downward Total Deflection Max Upward Total Deflection 0.47S 1 Maximum Shear Stress Ratio 3.5x11.25 Section used for this span 1,345.60psi fv: Actual 2,817.57psi Fv: Allowable +D-tir+H Load Combination 7,250ft Location of maximum on span Span # 1 Span # where maximum occurs Design OK 0.264 :1 3.5x11.25 76.56 psi 290.00 psi +D+Lr+H 13.630 ft Span # 1 0.211 in Ratio = 0.000 in Ratio = 0.380 in Ratio = 0.000 in Ratio = 823 0<360 457 0<240 Maximum Forces & Stresses for Load Combinations Load Combinatton Segment Length Span# Max Stress Ratios Cd c f^ Cr C m Ct Summary of Monoent Values Summaiy of Shear Values M ..-y,...,-y-.. Cd c f^ Cr C m Ct Mactual fb-desIgn Fb-allow Vactual fv-design Fv-altow 0.212 0.117 1.000 1,000 1.000 1,000 1.000 3.68 598,04 2,817,57 0,89 34,03 290.00 1.000 1.000 1.000 1.000 0:478 0,264 1,000 1,000 1,000 1.000 1.000 8.28 1,345.60 2,817,57 2,01 76,56 290,00 1,000 1,000 1.000 1.000 0.411 0.227 1,000 1,000 1,000 1.000 1.000 7,13 1,158.71 2,817,57 1,73 65.93 290,00 1,000 1,000 1.000 1,000 0.411 0,227 1,000 1,000 1.000 1.000 1,000 7.13 1,158.71 2,817,57 1,73 65.93 290.00 1,000 1.000 1.000 1,000 0.411 0.227 1,000 1,000 1,000 1.000 1.000 7,13 1,158.71 2,817,57 1,73 65.93 290.00 -tO- Length = 14.50 ft 1 -tO+Lr+H Length = 14.50 ft 1 iO-«).750Lr40.750L-tH Length =14.50 ft 1 +O-tO,750Lr+O,750L-K),750W-HH Lengfli = 14,50 ft 1 •tO-K),750Lr-t0.750L-K).5250Et+l Length =14.50 ft 1 Overall Maximum Deflections - Unfactored Loads Load Combination "D+Lr Span Max,'-'Defl Location in Span Load Combination Max,"+" Defl Location in Span 1 0.3802 7.323 0.0000 0.000 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 Printed: 17 JAN 2011, 2:52PM Description . yerti RB Mioris Support notation: Far left is #1 Values in KIPS Load Combinatton Support 1 Support 2 Overall MAXimum DOnly LrOnly D-tLr 2.284 1.015 1.269 2.284 2.284 1.015 1,269 2,284 STRUCTURALOeSIGN PLUS' 15053 \;entura Blvd. Suite 205 Sherman Oaks, CA 91403 P: (818)905-9871 8.2 Title; Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 )3 Printed: 17 JAN 2011, 2;63PM Licensee : Description: iVIaterial Properties Calculations per IBC 2006, CBC 2007,2005 NDS Analysis Method: Allowable Stress Design Load Combination 2006 IBC 8. ASCE 7-05 Wood Species : iLevel Truss Joist Wood Grade : Paraliam PSL 2.0E Beam Bracing : Completely Unbraced Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft 2,900.0 psi 2,900.0 psi 2,900.0 psi 750.0 psi 290.0 psi 2,025.0 psi E: Modulus ofElasticify Ebend-xx 2,000.0ksi Eminbend - xx 1,016.54 ksi Density 32.21 Opcf D(1.4) Lr(1.75) D(0.6275) 3.5x11.25 Span = 17.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0,02750, Tributary Width = 1,0 ft, (CEILING) Point Load: D = 1,40, Lr = 1,750 k @ 8.50 ft, (RB) Maximum Bending Stress Ratio Section used for this span fb: Actual FB: Allowable Load Combination Location of maximum on span Span # where maximum occurs MaxFmum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downwarel Total Deflection - Max Upward Total Deflection 0.83fi 1 Maximum Sfiear Stress Ratio 3.5x11.25 Section used for this span 2,337.47psi fv: Actual 2,794.88psi Fv: Allowable +0+Lr+H Load Combination 8,500ft Location of maximum on span Span # 1 Span # where maximum occurs 0.375 in Ratio = 0.000 in Ratio = 0.739 in Ratio = 0.000 in Ratio = 543 O<360 276 0<240 Design OK 0.234 : 1 3.5x11.25 67.93 psi 290.00 psi +D+Lr+H 16.065 ft Span#1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Spari # Max Stress Ratios Summary of Moment Values Summaiy of Shear Values M V Cd C f/v Cr Cm Cf Mactual fbKlesign Fb-altow Vactual fv-design Fv-allow 0,404 0,119 1.000 1.000 1.000 1,000 1,000 1.000 1,000 1.000 1,000 6,94 1,128,58 2,794.88 0,91 34.59 290.00 0,836 0.234 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1.000 1.000 14,38 2,337.47 2,794.88 1,78 67.93 290.00 0,728 0.205 1,000 1.000 1.000 1.000 1,000 1,000 1.000 1,000 1,000 12.52 2,035.25 2,794,88 1,56 59.59 290.00 0,728 0.205 1.000 1,000 1,000 1,000 1,000 1.000 1.000 1,000 1,000 12.52 2,035.25 2,794.88 1,56 59,59 290.00 0.728 0.205 1.000 1,000 1.000 1.000 1.000 12.52 2,035.25 2,794.88 1,56 59,59 290.00 :tions-Ur •factored lioads '•:$^M^iMi&\-. +0 Length? 17,0ft 1 +D+Lr+H Length = 17,0 ft 1 +{W)750Lr-K).750L+H Length = 17.0 ft 1 +0+{):750Lrt0.750L-K).750W+H Length = 17,0 ft 1 +O-K),750LrtO,750Lt0.5250E•4^ Length =17.0 ft i Load Combination Span Max."-' Defl Location in Span Load Combination Max.'+' Defl Location in Span 0.7385 8,585 0,0000 0,000 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd, Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 11 Printed: 17 JAN 2011. 2:53PM , • :y.. ..• ; j Licensee : Description: CB Vertical Reactions-Unfa* :tored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LrOnly D+Lr 1,809 0,934 0.875 1.809 1.809 0.934 0.875 1.809 MSRMaps Microsoft' Research Maps Search MSR Maps Page 'S^ Home I Advanced Find | Fannous Places | Web Services | About |— Sing Maps Street ^ The NationalMao ^1415 Chestnut Ave, Carlsbad, CA 92008-2610 : """f Carlsbad, California, United States 5/22/2002 11415 CHESTNUT AVE ' gty !CARLSBAD State CA Size Download | E-mail | Info | Print | Order Photo | Bing Maps Aerial Photo Longitude Latitude -117.33352 33,15933 Image courtesy of the U.S. Geological Survey yds io 100, ISO, 50' 100' ISO' Source=359679 Running Time 9,3,75 ms © 2010 Microsoft Corporation. Server=TK2TERRAV;EB22 iTermsof iPrivacy 'use 'statement sponsored ^USGS Rescaixh t>ing http://msrmaps.com/image.aspx?T=l&S-10&Z=l l&X=2344&Y-18344&W=l&qs=1415... 1/17/2011 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd, Suite 205 Stierman Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Job# 11-AUD-01 Project Notes: Primed; 17 JAN 2011,11^40AM Lie. # : KW-06002712 Description: Slate Property ; Calculations per IBC 2006 & ASCE 7-05 Occupancy Category of Building or Other Stnjcture: '11': All Buildings and other structures except those listed as Category I, 111, and IV Occupancy Importance Factor = 1 und'Mbftion ACSE 7-05, Page 3, Table 1-1 ACSE 7-05, Page 116, Table 11.5-1 ASCE 7-05 9,4,1,1 Max, Ground Motions, 5% Damping: 1,273 g, 0.2 sec response 0.480 g, 1.0 sec response Site Classification 'D': Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa&Fv (using straight-line interpolatbn from table values) Fa Fv Maximum Considered Eartquate Acceleration Design Spectral Acceleration Seismic Design Category SMS = '^^*SS S„,=FVS1 ^or^ Mi*^^ 1,00 1,52 1,273 0,730 0,849 0,486 D C SDI ;s most severe^ ASCE 7-05 Table 20.3-1 ASCE 7-05 Table 11.4-1 & 11.4-2 ASCE 7-05 Table 11.4-3 ASCE 7-05 Table 11.U ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 12.2-1 Bearing Wall Systems llpl-framed walls sheathed w/wood structural panels rated for shear resistance or steel sheets. - g 5Q Building height Limits: = 3 QO Category 'A & B' Limit: • Category'C Limit Category "D'Limit NOTE! See ASCE 7-05for all applicable footnotes: Categoiy "E'Limit Categoiy "F'Limit RaiundaiE^,gaipt<)r - _ Basic Seismic l^qrce Resistig SystOT^ Response Modification Coefficient' R System Overstrength Factor' Wo' Deflection Amplification Factor" Cd' No Limit No Limit Limit = 65 Limit =65 Limit = 65 ASCE 7-05 Section 12.3.4 Seismic Design Category of D, E, or F, Redundancy Factor' p' Set by User to = 1.0 ^Lateral Force Procedure ^ - - . ASCE 7-05 Section 12.8 Equivalent Lateral Force Procedure The 'Equivalent Lateral Force Procedure' is bem used according to the provisions of ASCE 7-0512.8 Use ASCE f 2.8-7 14.0 Un Stmcture Type for Building Period Calculation: All Other Structural Systems "Ct" value = 0,020 ' hn': Height from base to highest level = "x'value = 0,75 ' Ta" Approximate fundemental period using Eq, 12,8-7 : Ta = Ct*(hn'*x) = 0.145 sec "TL" : Long-period transition period per ASCE 7-05 Maps 22-15-> 22-20 12.000 sec Building Period' Ta' Calculated from Approximate Method selected ASCE = 0.145 sec 7-05 Section 12.8.1.1 S Short Period Design Spectral Response ' R': Response Modification Factor " I": Occupancy Importance Factor 0.849 From Eq. 12.8-2, Preliminary Cs 6.50 From Eq, 12,8-3 & 12,8-4, Cs need not exceed 1 From Eq, 12,8-5 & 12,8-6, Cs not be less than Cs: Seismic Response Coefficient = S (R/I) * 0.70 0.131 0.517 0.010 0.0914 STRUCJURAL DESIGN PLUS 16053 Ventura Blvd. Suite 205 Sherman Oal<s,CA 91403 P: (818>905-9871 &2 Title: Dsgnr: Project Desc: Slate Property Job# 11-AUD-01 Description: Slate Property (7:12 Slope) Calculations per IBC 2006 8i ASCE 7-05 V: Basic Wind Speed per Sect 6.5.4 & Figure 1 85.0 Units Roof Rlse:Run Ratio >7:12 Occupancy per Table 1-1 II All Buildings and other stmctures except those listed as Category 1,111, and IV Importance Factor per Sect 6.5.5, & Table 6-1 1.00 Exposure Category per 6.5.6.3, .4 & .5 Exposure B Mean Roof height 14.0 Units "LamMa" is inferpo/afed between tieigtit tablular values. Lambda: per Figure 6.2, Pg 40 1.00 "LamMa" is inferpo/afed between tieigtit tablular values. Effective Wind Area of Component & Cladding 10.0 Units Roof pitch for cladding pressure >27 to 45 degrees User specified minimum design pressure 10.0 Units Topographic Factor Kzt per 6.5.7.2 1.00 Design Wind PressuriSis ;S^':^^^^i|»i&i'i^p>^'¥ .'33, Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Horizontal Pressures,.. Load Case #1... Zone: A = 12.90 Units Zone: C = 10,20 Units Zone: B = 10.00 Units Zone: D = 10,00 Units Load Case #2... Zone: A = ' ^_12J0junits Zone: C = 10,20 Units Zone: B = 10,00 Units Zone: D = 10,00 Units Vertical Pressures, LoadCase#l., Zone;; E. = Zone: F = Load Case #2.. Zone: E = Zone; F = Overiiangs,, LoadCase#1 Zone: Eoh : Load Case #2... Zone: Eoh = =woa;TMts -10.00 Units -10.00 Units -10.00 Units -10.00. Units -10.00 Units ssures Zone: G = Zone: H = Zone: G = Zone: H = Zone: Goh = Zone: Goh = 10.00 Units -10.00 Units 10.00 Units -10.00 Units -10,00 Units -10,00 Units Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Design Wind Pressure = Lambda * Kzf ' Importance ' Ps30 per ASCE 7-05 6.4.2.1 Eq6-1 RoofZone 1: Positive: 11.900 Units Negative: -13.000 Units Roof Zone 2; Positive: 11.900 Units Negative: -15.200 Units Roof Zone 3: Positive: 11,900 Units Negative: -15,200 Units Wall Zone 4: Positive: 13,000 Units Negative: -14,100 Units Wall Zone 5: Positive: 13,000 Units Negative: 47,400 Units Roof OverhanjZone 2; -24,700 Units RoofOvertiangZone3: -24,700 Units -STRUCTtJRAtDESIGN PLUS 15053 Ventura Blvd, Suite 205 Sherman Oaks, CA 91403 P: (818) 905-9871 & 2 "I'lc. # :' Kw'-0b002712 Title: Dsgnr: Project Desc: Slate Property Job# 11-AUD-01 Project Notes: n ' •', , lip' » • Printed: 17 JAN 2011,11:41AM Licensee : Description : Slate Property (2:12 Slope) : Calculations per IBC 2006 & ASCE 7-05 V: Basic Wind Speed per Sect 6,5,4 & Figure 1 Roof Rlse:Run Ratio Occupancy per Table 1-1 Importance Factor per Sect. 6.5.5, & Table 6-1 Exposure Categoiy per 6.5.6.3, .4 & .5 Mean Roof height Lambda: per Figure 6.2, Pg 40 EffectivfrWind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographrcfactor Kzt per 6.5.7.2 I'viij 85.0 Units 2:12 1.00 Exposure B 14.0 Units 1.00 10.0 Units 0 to 7 degrees 10.0 Units 1.00 All Buildings and other stnjctures except those listed as Category i, III, and IV "Lamtxia' is interpolated t)efween he/g/)f fabiular values. Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Horizontal Pressures. Z6rie;"~Ar = Zone: B = Vertical Pressures. Zone: E = Zone: F = . 12,90 Units -10.00 Units -13,80 Units -10.00 Units Overhangs .. Zone: Eoh Zone: C = Zone: D = Zone: 6 = Zone: H = Zone: Goh 10.00 Units -10.00 Units -10.00 Units -10.00 Units -15,10 Units IMinimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane DeslghV/indPressure = lamocfa" Kzt' Importance' Ps30 per ASCE 7-05 6.4.2.1Eq6-1 RoofZone 1: Positive: 10.000 Units Negative: -13,000 Units Roof Zone 2_: Positive: 10,000 Units Negative: -21,800 Units Roof Zone 31 Positive: 10,000 Units Negative: : -32,800 Units Wall Zone 4: Positive: 43.000 Units Negative; 44.100 Units WalTZoneS: Positive:" 13.000 Units Negative: -17.400 Units Roof Overliat^ Zone 2: -21.000 Units R«5f Ovemang Zone 3:" — -34.600 Units LATERAL DESIGN BASED ON ASCE7-05 Seismic Base Siiear: V = (0.7) Cs W. p P = 1.3 0.7 Cs = .t).0914 V = 0.119 W Seismic Design: Roof D.L. = . -^.-16. PSF Wall Weight = 16 PSF Wl (Roof) = (Roof D.L.>=* 41.5; (Shearwall Weight) Wl = 24 PSF W Total = W1 W Total = 24 PSF V = 0.119 W •••v-= • 2.85 PSF (See Enercalc Result for Cs) HI H2 Hl= 2 Feet H2= 12 Feet (Slope 2:12) Ta = 0.02 X (hn) 0.75 < 0.5 I > K= 1 Diaphragm Weight (W) (PSF) Height (H) (FEET) WXH" Cvx Fx=(V)(Cvx) (PSF) Cum. Fx (PSF) Roof 24 14 336 1.00 2.85 2.85 I Wi.Hi^ = 336 LATERAL DESIGN BASED ON ASCE7-05 Wind Design: Roof Slope: e = tan'^ (y/x) y = - 2 x= 12 e = 9.49 Degrees HI = H2 = 2 Feet 12 Feet California Wind Speed = 85 MPH See Enercalc Wind Analysis: A= B= C= D= ;12;9 PSF 10 PSF 10^ PSF 10 PSF F = Max Wind (PSF) X (HI + 0.5 H2) (FT) F= 103.2 PLF From Seismic Calculations: Fxl = 2.85 PSF Therefore: XI = F / FXl Job#: 11-AUD-l Page #: By: EM Fxl E= F= Eoh= Goh= HI H2 10 PSF 10 PSF 10 PSF 10 PSF XI = 36.2 ' {IfXl> 36.2 Seismic Governs IfXK 36.2 Wind Governs LATERAL DESIGN BASED ON ASCE7-05 Seismic Base Shear: V = (0.7) Cs . W . p p= 1.3 0.7 Cs= - 0.0914 Job#: lO-AUD-05 Page #: By: EM (See Enercalc Result for Cs) V = 0.119 W Seismic Design: Roof D.L. = Wall Weight = 16 PSF 16 PSF HI H2 Wl (RooO = oEf ¥l!§ tSfie^ Weight) Hl= , 5 Feet H2= -9 Feet (Slope 7:12) Wl = 24 PSF WTotat = Wl W Total = 24 PSF V = 0.119 W V = 2.85 PSF Ta = 0.02 x(hn) 0.75 <o:5 c ^> K= 1 Diaphragm Weight (W) (PSF) Height(H) (FEET) Wx H'' Cvx Fx=(V)(Cvx) (PSF) Cum. Fx (PSF) Roof 24 14 336 1.00 2.85 2.85 I Wi.Hi^ = 336 LATERAL DESIGN BASED ON ASCE7-05 Wind Design: Roof Slope: e = tan"^(y/x) y = 7 x = e = 30.28 Degrees HI = H2 = 5 Feet 9 Feet California Wind Speed = 85 MPH See Enercalc Wind Analysis: A= B= C= D= F = Max Wind (PSF)-X (HI + 0.5 H2) (FT) F= 183.4 PLF From Seismic Calculations: Fxl = 2.85 PSF Therefore: XI = F / FXl 12.9 PSF 10 PSF 10 PSF 10 PSF Job#: 11-AUD-l Page #: By: EM Fxl E= F= Eoh= Goh= 13.8 PSF 10 PSF t9.3 PSF 15.1 PSF XI = 64.3 ' IfXl> 64.3 Seismic Governs IfXK 64.3 Wind Governs HI H2 STRUCTURAL DESIGN PLUS, »NC. 1 t;nt^^ VEIMTURA BLVD., STE. 205 ,__3ii^±^:^^ ^ao ——1 CALCULATED BY CHECKED BY__ SCALE . \i. li It' i VSitt STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERMAN OAKS, CALIFORNIA 91403 ,inR \ ,<!HFFT NO np CALCULATED BY DATF CHECKED BY DATE SCAIF 4 5. .6..,_7_.. .fi.....A ..._Z... .3 2 3.4 5 6 4 5 6 7 i OTA/)-lib. 6.^rl-"^^ X S-S" ^<oS2 / SIMPSON STRONG-TIE COMPANY INC. (800)999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com iiE-lie Job Name: II-AUD-01 Wall Name: Ra Application: Standard Wall on Concrete Design Criteria: * 2006 Intemationai BIdg Code * Seismic R=6.5 * 2500 psi concrete * Alternate Basic or Basic Load combination * ASD Design Shear =16(15 lbs Selected Strong-Wall® Panel Solution: End Total Axial Actual Model Type W H T Sill Anchor Load Uplift Type (in) (in) (in) Anchor Bolts (Ibs) (Ibs) SW18X8 Wood 18 93.25 3.5 2 - 5/8" 2 - 7/8" 400 56691b SW18x8 Wood 18 93.25 3.5 2 - 5/8" 2 - 7/8" 400 5669 lb Actual Shear & Drift Distribution: Model RR Relative Rigidity Actual Shear (Ibs) Allowable Shear (Ibs) Actual / Allow Shear Actual Drift (in) Drift Limit (in) SW18x8 0.50 ^ „:.802. -;<• 1100 OK 0.73 0.24 0.42 SW18x8 0.50 802 <• 1100 OK 0.73 0.24 0.42 2-SW18x8 are OK along the same wail line. Notes: - The^eomt>ined effect of the downward vertical axial load and overturning on the compression post of the Wood Strong- Wall© shearwali shall be-evatuated b^^^ as not to exceed the "C4" Allowable Vertical Load. Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verity code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 of 1 WOOD STRONG-WALL®: Standard Wall on Concrete Foundations SIMPSON Strong-Tie STANDARD WALL PRODUCT DATA Model No. W (in) H (In) T (In) Number of Screws In Top of Wall Mudsill Anchors' Holdown' Anchor Bolts Model No. W (in) H (In) T (In) Number of Screws In Top of Wall Qty. Dia. Qty. Model SW18x8 18 93y4 314 9 2 %' 2 SWAB% SW24x8 24 93'/4 3Vi 12 2 %' 2 SWAB% SW32X8 32 93'A 3'/4 16 2 %" 2 SWAB% SW48x8 48 93y4 314 24 3 %" 2 SWAB% SWISxS 18 105'/4 3'/! 9 2 %' 2 SWAB'/i SW24xg 24 105'/4 31i 12 2 2 SWAB'/4 swszxg 32 1Q5</4 3V4 16 2 %• 2 SWAB'/ii SW48xg 48 lOS'A 3'A 24 3 %• 2 SWAB% SW24x10 24 117y4 314 12 2 %" 2 SWAB% SW32X10 32 Ii7y4 314 16 2 %" 2 SWAB% SW48x10 48 ii7y4 3J4 24 3 , %" 2 SWAB% SW^4A1. xb 24 141 y4 514 12 2 %" 2 SWAB'/6 SW32x12x6 ,32 141W 5'-4 16 2 %' 2 SWAB% SW48x12x6 48 141'/4 514 24 3 %• 2 SWAB'/i 1. Recommended minimum %'x12' mudsill anchor. 2. Altemate W diameter anchorage may be required depending on load for two-story applications. , 2006 INTERNATIONAL BUILDING CODE® Seismic Wind Model No. Allowable ASD Shear LoadV (lbs) Orirtal Allowable Shear (in) Allowable ASD Shear LoadV (lbs) Drilfal Allowable Shear (In) STANDARD STRONG-WALL PANEL SW18x8 1100 0.33 1455 0.53 SW24x8 1530 0.37 2010 0.53 SW32x8 2550 0.33 3500 0.52 SW48x8 3390 0.27 5595 0.50 SW18x9 1040 0 37 1375 0.60 SW24x9 1530 039 2010 059 &W32<(g 2055 031 3100 056 SW48x9 3015 0 28 4955 053 SW24x10 1525 0.42 1950 0.63 SW32x10 2055 0.33 2785 0.55 SW48x10 3015 0.30 4450 0.50 SW24x12x6 1195 0 51 1585 080 bW3:''2'6 1755 043 2310 0.65 SW48x12x6 2770 036 3690 0.53 1. For plywood shear panel, add "P" to model name (e.g. SW24x8P), and multiply the table loads liy 0.88. 2. Typical shim thicl<ness between the Strong-Wall* and top plates or header is Vt or less using Simpson Strong-Tie* Strong-Drive* Vix6' screws (SDS). For additional shim thiclcness, see detail 7/SW1 on page 68. 3. See allowable vertical load table on page 47 for Wood Strong-Wall maximum compression and tension capacities. 4. Standard walls may be installed with sheathing facing inside or outside. 5. Allowable shear capacities must be reduced as limited by anchor bolt capacities for installations on CMU. 6. Uplift forces may be calculated using the following formula: Shear x Height ^ Width - sy*' See page 48 for SWAB anchorage solutions. HUSC and HUCQ: Gonceaied Fiange Face Mount Hangers When attaching door and window headers to the Wood Strong-Wall*, only the HUSC46 or HUCQ410 nfiay be used. The fastening pattem to the carrying memtjer Is grouped In toward the center of the hanger, thereby allowing installation in end conditions. INSTALLATION • Nailing into the end arain of: thawall's top plate to install the HUSC results in allowable loads that are 0.67 of the table load. • Fastening into the end grain of the wall's top plate to install the HUCQ is hot all6wetf, ~ • When Installing the HUCQ, omit the two Simpson Strong-Tie* Strong-Drive® screws (SDS) closest to the point where the Wood Strong-Wall sheathing meets the post Csee drawing on the right). Also, maintain a minimum end distance ot 2" from the top of the Wood Strong-Wall post. Concealed Flange Joist Hanger Load Values Installed on Wood Strong-Wall* Model No. Ga Dimensions Fasteners Allowable Loads (lbs) Model No. Ga W H B Strong-Wall* Header Up (133) lfi< Floor (IOD) Snow (115) Roof (125) HUSC46 14 39/16. 5 2 4-16d 4-16d 1080 '1235I 1005 1155 1255 .HUCQ410--S0& -14-3»/K 9 3 10-SDS y4'x214" 6-SDS y4 x214' 2400 2400 3900 3940 3940 1. uplift values based on DF/SP header material. See current Simpson Strong-Tie* Wood Construction Connectors catalog for other species. 2" Min. to first fastener " - Header not shown for clarity Post Omit 2 screws - at post/ sheathing joint TYPICAL INSTALLATION OF HUCQ TYPICAL INSTALLATION OF HUSC46 .inn V STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BCVD., STE. 205 SHERMAN OAKSrCAUFORNIA 91403 .<!HPFT Nn nF 7g STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BCVD., STE. 205 SHERMAN OAKSrCAUFORNIA 91403 CALCUUVTED BY DATF r.HFP.KFD RV riATF .<?r:Ai F 123.15678123'i567ei2345678123 567812345 6 7 8 1 2 34567812345678123 I i BUILDING ENERGY ANALYSIS REPORT PROJECT: Slates Guest House 1417 Chestnut Ave. Carlsbad, CA 91604 Project Designer: Report Prepared by: Darlena Price STRUCTURAL DESIGN PLUS 15053 Ventura Blvd., Suite 205 Sherman Oaks, CA 91403 818.905.9871 Job Number: II-AUD-01 Date: 2/8/2011 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 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08IA1:07:3a TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 EnergyPro 5.1 by EnergySoft Job Number: ID: II-AUD-01 User Number: 4125 PERFORMANCE CERTIFICATE: Residential (Part 1 of 5) CF-1R Project Name Slates Guest House Building Type 12 Single Family • Addition Alone • Multi Family • Existing-i- Addition/Alteration Date 2/8/2011 Project Address 1417 Chestnut Ave. Carlsbad California Energy Climate Zone CA Climate Zone 07 Total Cond. Floor Area 358 Addition n/a It ot stories 1 FIELD INSPECTION ENERGY • Yes • No HERS Measures -- If • Yes • No Special Features -- If CHECKLIST Yes, A CF-4R must be provided per Part 2 of 5 of this form. Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity jff) Features (see Part 2 of 5) Status Wall Wood Framed R-13 620 A/ew Door Opaque Door None 21 New Roof Wood Framed Attic R-30 414 New Slab Unhealed Slab-on-Grade None 358 Perim = 76' Existing FENESTRATION U- Exterior Orientation Area(ff^ Factor SHGC Overhang Sidefins Sliades Status Front (E) 16.5 0.370 0.29 none none Bug Screen New Right (N) 8.0 0.370 0.29 none none Bug Screen New Rear (W) 8.5 0.370 0.29 none none Bug Screen New Left (S) 8.0 0.370 0.29 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Pacltaged Air Condition' 14.0 SEER No Setbacl< New HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R-Value Status Wall Furnace Ductless / No Fan Ductless n/a n/a Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08X11:07:38 ID:11-AUD-01 Page 3 of 11 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R Project Name Slates Guest House Building Type IZI Single Family • Addition Alone • Multi Family • Existing-h Addition/Alteration Date 2/8/2011 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checl<list. These items require special written justification and documentation, and special verification to be used witfi the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HIGH MASS Design - Verify Thermal Mass: 144 sqft Wood Cavity Wall Exterior Mass, 1.000" thick at Zone 1 HIGH MASS Design - Verify Thermal Mass: 151 sqft Wood Cavity Wail Exterior Mass, 1.000" thiols at Zone 1 HIGH MASS Design - Verify Thermal Mass: 173 sqft Wood Cavity Wall Exterior Mass, 1.000" thick at Zone 1 HIGH MASS Design - Verify Thermal Mass: 151 sqft Wood Cavity Wall Exterior Mass, 1.000" thick at Zone 1 HIGH MASS Design - Verify Thermal Mass: 357.5 ft'' Covered Slab Floor, 3.500" thick at Zone 1 HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: II-AUD-01 Page 4 of 11 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1R Project Name Slates Guest House Building Type 13 Single Family • Multi Family • Addition Alone • Existing-i- Addition/Alteration Date 2/8/2011 ANNUAL ENERGY USE SUMMARY standard Proposed Margin "•"^^ (kBtu/ft^-yr) Space Heating 0.01 0.02 -0.01 Space Cooling 27.12 22.86 4.26 Fans 9.23 8.69 0.54 Domestic Hot Water 64.86 64.86 0.00 Pumps 0.00 0.00 0.00 Totals 101.22 96.43 4.78 Percent Better Than Standard: 47% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Front Orientation: Number of Dwelling Units: Fuel Available at Site: Raised Floor Area: Slab on Grade Area: Average Ceiling Height: Fenestration Average U-Factor: Average SHGC: (E) 90 deg 1.00 Natural Gas 0 358 9.0 0.37 0.29 Fenestration Ext. Walls/Roof Wall Area Area (E) 182 17 (S) 159 8 (W) 182 9 (N) 159 8 Roof 414 0 TOTAL: 4? Fenestration/CFA Ratio: ii-5% REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company STRUCTURAL DESIGN PLUS Address ^5053 Ventura Blvd., Suite 205 City/State/Zip Sherman Oaks, CA 91403 Name Darlena Price Phone 818.905.9871 2J. Signed 6^ 2/8/2011 Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, 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) Company Address Name City/State/Zip . Ptione Signed License # Date EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: 11-AUD-01 Page 5 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1R Project Name Slates Guest House Building Type 0 Single Family • Multi Family • Addition Alone • Existing-h Addition/Alteration Date 2/8/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Surface Type Area U- Factor Cavity Exterior Frame Interior Frame Azm Tilt Status Joint Appendix 4 Location/Comments Wall 144 0.102 R-13 90 90 New 4.3.1-A3 Zone 1 Door 21 0.500 None 90 90 New 45.1-A4 Zone 1 Wall 151 0.102 R-13 0 90 New 4.3.1-A3 Zone 1 Wall 173 0.102 R-13 270 90 New 43.1-A3 Zone 1 Wall 151 0.102 R-13 180 90 New 4.3.1-A3 Zone 1 Roof 414 0.031 R-30 180 0 New 4.2.1-A20 Zone 1 Slab 358 0.730 None 0 180 Existing 4.4.7-A1 Zone 1 FENESTRATION SURFACE DETAILS ID Type Area U-Factor' SHGC^ Azm Status Glazing Type Location/Comments 1 Window 8.0 0.370 NFRC 0.29 NFRC 90 New Velux Comfort (75) Lowe2/Arg Zone 1 2 Window 4.5 0.370 NFRC 0,29 NFRC 90 New Velux Comfort (75) Lowe2/Arg Zone 1 3 Window 4.0 0.370 NFRC 0.29 NFRC 90 New Velux Comfort (75) Lowe2/Arg Zone 1 4 Window 8.0 0.370 NFRC 0.29 NFRC 0 New Velux Comfort (75) Lowe2/Arg Zone 1 5 Window 4.5 0.370 NFRC 0.29 NFRC 270 New Velux Comfort (75) Lowe2/Arg Zone 1 6 Window 4.0 0.370 NFRC 0.29 NFRC 270 New Velux Comfort (75) Lowe2/Arg Zone 1 7 Window 8.0 0.370 NFRC 0.29 NFRC 780 New Velux Comfort (75) Lowe2/Arg Zone 1 (1) U-Factor Type: 116-A (2) SHGC Type: 116-B : Default Table from Standards, NFRC : : Default Table from Standards, NFRC : Labeled Value Labeled Value EXTERIOR SHADING DETAILS ID Exterior Stiade Type SHGC Window Hgt Wd Len Hgt LExt RExt Overhang Left Fin Dist Len Hgt Dist Right Fin Len Hgt Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: 11-AUD-01 PageSofll CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Slates Guest House Building Type IZI Single Family • Addition Alone • Multi Family • Existing-f Addition/Alteration Date 2/8/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area (ft"") Volume Year Built System Name Zone Name New Existing Altered Removed Volume Year Built Wall Furnace Zone 7 358 3,278 2000 Totals c 0 358 0 HVAC SYSTEMS System Name Qty. Heating Type IVIin. Eff. Cooling Type Min. Eff. Thermostat Type Status Wall Furnace 7 Central Furnace 80% AFUE Packaged Air Conditione 74.0 SEER No Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status Wall Furnace Ductless / No Fan Ductless n/a n/a • Existing • • • • WATER HEATING SYSTEMS System Name Qty. Type Distribution Rated Input (Btufi) Tank Cap. (gal) Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Standard Gas 50 gal or Le 7 Small Gas Kitchen Pipe Ins 40,000 50 0.58 n/a n/a Existing MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Eff. Premium Hot Water Piping Length (ft) Add Vz Insulation System Name Pipe Length Pipe Diameter Insul. Thick. Control Qty. HP Eff. Premium Plenum Outside Buried Add Vz Insulation System Name Pipe Length Pipe Diameter Insul. Thick. • • • • • • • • • • EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: 11-AUD-01 Page 7 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Project Name Date Slates Guest House 2/8/2011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicalDle sections of the MF-1 R Form with plans. Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leal<age. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111 (a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(i): The thermal omittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM El 677-95(2000) when specified on the CF-1R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)1A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, ipackflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150(j)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150(1)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(1)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: 11-AUD-01 Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1R Project Name Slates Guest House Date 2/8/2011 §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum 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 181 A, or UL 1818 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 §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed 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. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment 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. §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket. §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7 All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: II-AUD-01 Page 9 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1R Project Name Slates Guest House Date 2/8/2011 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual- on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Undenwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptioni to §150(l<)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130,132,134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130,131,134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119. EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: 11-AUD-01 Page 10 of 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Slates Guest House Date 2/8/2011 System Name Wall Furnace Floor Area 358 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 39,400 Total Room Loads 180 4,621 443 132 6,221 Total Output (Btuh) 39,400 Return Vented Lighting 0 Output (Btuh/sqft) 110.2 Return Air Ducts 0 0 Cooling System Return Fan 0 0 Output per System 24,900 Ventilation 60 323 941 60 2,329 Total Output (Btuh) 24,900 Supply Fan 744 -744 Total Output (Tons) 2.1 Supply Air Ducts 0 0 Total Output (Btuh/sqft) 69.7 Total Output (sqft/Ton) 172.3 TOTAL SYSTEM LOAD 5,689 1,384 7,806 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow (cfm) 800 Carrier 48PGN-03—3 21,612 2,703 39,400 Airflow (cfm/sqft) 2.24 Airflow (cfm/Ton) 385.5 Outside Air (%) 7.5 % Total Adjusted System Output 21,612 2,703 39,400 Outside Air (cfm/sqft) 0.17 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air 60 cfm 70 "F < ^ 67»F 113°F • ISI 114°F —• n ii Heating Coil Supply Fan 800 cfm 114°F (I 70 °F _J COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 83 / 68 "F Outside Air 60 cfm 78/61 °F •4 =• 78 / 62 °F 53 / 52 °F • 54 / 52 °F • ri Cooling Coil Supply Fan 800 cfm 54 / 52 °F 38.4 % 78/ 61 °F EnergyPro 5.1 by EnergySoft User Number: 4125 RunCode: 2011-02-08711:07:38 ID: II-AUD-01 Page 11 of 11 PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 92072 Lie. NO. C-16 788204 HYDRAULIC CALCULATIONS FOR THE SLATES RESIDENCE 1417 CHESTNUT AVE CARLSBAD, CALIFORNIA DATE: FEB 19, 2011 REMOTE AREA "A" -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW & PRESSURE (at BASE of Riser (Node BOR) SPRINKLER K FACTOR: Residential Facility 13D Per Specific Sprinkler Req. used 14'x 14' Spacing to cover the 2 most remote heads in Living Room and Kitchen 2 Most remote Heads 14'x 14' Worst Case 2 sprinklers 26.8 gpm 31.8 gpm 26.8 gpm @ 18.5 psi K = 4.9 Recessed Res. Head K = 4.2 Concealed in Kitchen NAME OF CONTRACTOR: PARAMOUNT FIRE SYSTEMS, INC. DESIGN/LAYOUT BY: TOM T. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE MARSHALL 73 PSI STATIC IS AVAILABLE AT THE PROPERTY - DROPPED THAT PRESSURE BY 10% FOR THESE CALCULATIONS CALCULATIONS BY THE HAS SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/l#/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC WATER SUPPLY DATA SOURCE NODE TAG CITY STATIC PRESS. (PSI) 65.7 RESID, PRESS. (PSI) 63.7 FLOW (GPM) 50.0 AVAIL. PRESS. (PSI) 64.8 TOTAL @ DEMAND (GPM) 31.8 REQ' D PRESS- (PSI) 56.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) NODE TYPE PRESSURE (PSI) DISCHARGE (GPM) 1 11 8 K= 4.90 7 9 13 8 2 9 0 K= 4.20 9 6 13 0 3 9 6 -- - -9 8 - -- 4 9 6 -- - -11 2 - -- TOR 9 6 -- - -12 2 - -- BOR 1 0 -- - -18 5 - -- PVC-COP 0 0 -- - -19 7 - -- METERl 0 0 -- - -42 4 - -- METER2 0. 0 -- - -47 4 - -- DOMESTIC 0. 0 HOSE STREAM 49. 5 5. 0 CITY -3. 0 SOURCE 56. 8 31. 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/l9/20li C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13,0 1.101 PL 2. 00 PF 0. 5 2 9.0 4.2 9.6 13. 0 4.4 150 FTG ET PE -0. 3 3 9.6 0.0 9.8 0. 0 0,031 TL 15. 39 PV Pipe: 2 -13,8 1,101 PL 12. 12 PF 0. 9 1 11.8 4.9 7.9 13. 8 4.6 150 FTG 4E PE 1. 0 3 9.6 0.0 9.8 0. 0 0.034 TL 27. 42 PV Pipe: 3 -26.8 1.101 PL 2. 67 PF 1. 4 3 9.6 0.0 9.8 0. 0 9.0 150 FTG T PE 0. 0 4 9.6 0.0 11.2 0. 0 0.117 TL 12. 23 PV Pipe: 4 -26.8 1.101 PL 4. 58 PF 1. 0 4 9.6 0.0 11.2 0. 0 9.0 150 FTG E PE 0. 0 TOR 9.6 0.0 12.2 0. 0 0.117 TL 8. 41 PV Pipe: RISER -26.8 1.101 PL 8. 58 PF 2. 6 TOR 9.6 0,0 12.2 0. 0 9.0 150 FTG EC PE 3, 7 BOR 1.0 0.0 18.5 0. 0 0.117 TL 21. 97 PV Pipe: 1"-C0P -26.8 1.049 PL 2. 50 PF 0. 8 BOR 1.0 0.0 18.5 0. 0 9.9 150 FTG E PE 0. 4 PVC -COP 0.0 0.0 19.7 0. 0 0.148 TL 5. 52 PV Pipe: 1"-PVC -26.8 1.049 PL 141. 58 PF 22. 7 PVC -COP 0,0 0.0 19.7 0. 0 9.9 150 FTG 4E PE 0. 0 METERl 0.0 0.0 42.4 0. 0 0.148 TL 153. 67 PV Pipe: METER2 METERl 1"METER 0,0 0.0 0.0 0.0 47.4 42.4 0.0 0.0 FIXED PRESSURE LOSS DEVICE 5.0 psi, 26.8 gpm Pipe: DOM-CONN -26,8 1,049 PL 3.58 PF 2.1 METER2 0,0 0.0 47.4 0.0 9.9 150 FTG ET PE 0.0 DOMESTIC 0.0 H.S. 49,5 5,0 0.148 TL 14.16 PV Pipe: DOMESTIC CITY 3/4-CITY 0,0 H.S. 49.5 -3.0 SRCE 56.8 -31.8 5.0 17,0 (N/A) 0.874 PL 150 FTG 0.493 TL 8.29 TG 12.02 PF PE PV 5.9 1.3 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/19/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC 014 o dl 05 U C/3 CO 05 W SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/lS~/2011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES. SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC WATER SUPPLY CURVE 72 + 66* 0 * <-63.7 psi @ 50 gpm Flow Test Point 60+ 54 P 48 R E S S 42 U R E 36+ ( P S I 30+ ) 24 18+ 12 6+ LEGEND X = Required Water Supply 56.76 psi @ 31.8 gpm 0 = Available Water Supply 64.84 psi @ 31.8 gpm 0++-+ + + + + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/1972011 C:\HASS77\FILES\PARAMOUNT\SLATES RESIDENCE\SLATES.SDF JOB TITLE: THE SLATES RESIDENCE, CARLSBAD, CA 2 HEAD CALC NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 3808132110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0,002 gpm and a maximum imbalance at any node of 0,020 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft/sec at pipe 3/4-CITY. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) ETLCBGADN Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 0.874 0.82 2,06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 1.101 2.53 6.33 2,53 6,33 7,59 1.27 12.66 12.66 6.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) ETLCBGADN Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5,00 6.00 1.00 10.00 10.00 5.00 tU^^^J f^'^^ Suppression & Building Products Technical Services 800-381-9312 | -HI-401-781-8220 www.tyco-flre.com papia nesponse HOME FIRE SPRINKLER SYSTEM Series LFU Residential Sprlnlrlers 4.9 K-Factor Pendent and Recessed Pendent Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are deco- rative, fast response, frangible bulb sprinl<lers designed for use in residen- tial occupancies such as homes, apart- ments, cjormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII Residential Sprinl<lers should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprinkler systems for one- and two-family dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 Historically residential sprinklers, based on their Listing, have been limited to wet pipe sprinkler systems to assure speed of water delivery for a given prescribed design area (number of design sprinklers). IMPORTANT A/ways refer to Tectinical Data Slieet TFP700 for tlie "iNSTALLER WARNING" thiat provides cautions witfi respect to handling and instal- lation of sprinkler systems and components. Improper fiandiing and installation can permanently damage a sprinlfier system or its components and cause the sprinlfier to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 The Listing for the Series LFII Residential Pendent and Recessed Pendent Sprinklers now offers the laboratory approved option of designing dry pipe residential sprinkler systems. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for clensity/ area sprinkler systems designea>er NFPA 13. Consequently, the Series LFII Residential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. Non-water filled pipe will permit options for areas sensitive to freezing. These Sprinklers have a 4.9 (70,6) K-Factor that provides the required residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII Residential Pendent and Recessed Pendent Sprinklers have been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance fc^ occupants to escape or be gi/acu; SEPTEMBER NOTICE The Series LFII Residential Pendent and Recessed Pendent Spr/'n/c/ers (TY2234) described herein must be installed and maintained in compli- ance with this document and the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or spr/nWer manufacturer shouid be contacted with any questions. { TFP400 TFP400 Page 2 of 8 Maximum Coverage Area W Ft. X Ft. (m X m) Maximum Spacing Ft. (m) WET PIPE SYSTEM Minimum Flow Wand Residual Pressure Maximum Coverage Area W Ft. X Ft. (m X m) Maximum Spacing Ft. (m) For Horizontal Celling (Maximum 2-Inch Rise for 12-Inch Run) For Sloped Ceiliri^ (Greater than 2-Inch Rise op to Maximum 4-Inch Rise for 12-Inch Run) For Sloped Ceiling (Greater than 4-Inch Rise up to Maximum 8-Inch Rise for 12-Inch Run) Maximum Coverage Area W Ft. X Ft. (m X m) Maximum Spacing Ft. (m) 155°F (68°C) or 175°F (79°C) 155°F (68°C) 175°F (79°d» ISS-F (68°C) 175-F {79°C) 12 X 12 (3,7 X 3,7) 12 (3,7) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPliu 12.0 psi (0,83 bar)N 13 GPM (49,2 LPM) ^, 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) ^14x14 (4,3 X 4,3) 14 (4,3) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 16x16 (4,9 X 4,9) 16 (4,9) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 18x18 (5,5 X 5,5) 18 (5,5) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 20x20 (6,1 X 6,1) 20 (6,1) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) 22 GPM (83,3 LPM) 20.2 psi (1,39 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design under the Design Criteria section. TABLE A SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D AND 13R HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS Maximum Coverage Area W Ft. X Ft. (m X m) Maximum Spacing Ft. (m) DRY PIPE SYSTEM Minimum Flow W and Residual Pressure Maximum Coverage Area W Ft. X Ft. (m X m) Maximum Spacing Ft. (m) For Horizontal Ceiling (Maximum 2-Inch Rise for 12-Inch Run) Maximum Coverage Area W Ft. X Ft. (m X m) Maximum Spacing Ft. (m) ISS^F (68°C) 175"'F (79X) 12x12 (3,7 X 3,7) 12 (3,7) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 14 X 14 (4,3 X 4,3) 14 (4,3) 14 GPM (53,0 LPM) 8.2 psi (0,57 bar) 14 GPM (53,0 LPM) 8.2 psi (0,57 bar) 16x 16 (4,9 x 4,9) 16 (4,9) 15 GPM (56,8 LPM) 9.4 psi (0,65 bar) 15 GPM (56,8 LPM) 9.4 psi (0,65 bar) 18x18 (5,5 X 5,5) 18 (5,5) 18 GPM (68,1 LPM) 13.5 psi (0,93 bar) 18 GPM (68,1 LPM) 13.5 psi (0,93 bar) 20x20 (6,1 x6,1) 20 (6,1) 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design under the Design Criteria section. TABLE B SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEMS TFP400 Page 3 of 8 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* ' Temperature rating is indicated on Deflector. 7/16" (11,1 mm) NOMINAL MAKE-IN 1/2" NPT ESCUTCHEON PLATE SEATING SURFACE 2-1/4" (57,2 mm) 2-7/8" DIA. (73,0 mm) WRENCH FLATS STYLE 20 RECESSED ESCUTCHEON CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 7/16± 1/8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING 2-7/8" DIA, (73,0 mm) MOUNTING SURFACE CLOSURE 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII RESIDENTIAL PENDENT SPRINKLERS (TY2234) WRENCH RECESS (END "A" USED FOR TY2234) FIGURES W-TYPE6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP400 Page 4 of 8 Model/Sprinkler Identification Number (SIN) TY2234 Technical Data Approvals • UL Listed for use with wet pipe and dry pipe systems • G-UL Listed for use only with wet pipe systems • NYC Approved under MEA 44-03-E For details on these approvals, refer to the Design Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/psii''2 (70,6 LPM/bar^^^) Temperature Rating 155''F(68°C) or 175^ (79°C) Finishes • White Polyester • Chrome Plated • Natural Brass Physical Cfiaracteristics Frame Brass Button Bronze Sealing Assembly Beryllium Nickel w/Teflon" Bulb (3 mm) Glass Compression Screw Bronze Deflector Bronze Ejection Spring Stainless Steel Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and flow water. Design Criteria The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C-UL Listed for installation in accordance with the following critena. Note: When conditions exist that are outside the scope of the provided criteria, refer to the Residential Spr/nWer Design Guide TFP490 for tlie manufacturer's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. • For dry systems corrosion-resistant or intemally galvanized pipe shall be utilized with the sprinklers de- scribed in this data sheet. • For dry systems not using CPVC, pendent sprinklers shall be installed on return bends, where the sprin- klers, return bends, and branch line piping (that is, potential areas for trapped water) are in areas at or above 40°F (4°C). Refer to technical data sheet TFP485 about the use of Residential Sprinklers in residential dry pipe systems. NOTICE When corrosion-resistant or inter- nally galvanized pipe and fittings with a potable water supply is utilized, return bends need not be installed. However, any portion of the piping that has the potential to trap water must be maintained at or above 40°F (4°C) unless provision to drain such areas is provided and maintained dry. Water Delivery When using the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) in dry pipe sprinkler systems, the requirements for "Dry System Water Delivery" per Section 8.3.4.3 of the 2010 edition of NFPA 13D apply. For a residential hazard, in no case shall the time of water delivery exceed 15 seconds for the most remote operating sprinkler. Hydraulic Design (NFPA 13D and 13R) The minimum required sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. rY'2234 MAXIMUM ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) TY2234 FIGURES SPRINKLER POSITIONING UNDER PRIMARY BEAMS WET PIPE SYSTEMS ONLY (Refer to the "Beam Ceiling Design Criteria" section.) NOTICE The number of "design spr/nWers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. There is no need to increase the design area, as is the case for density/area systems, in accordance with U.S. Patent 7,712,543. Refer to technical data sheet TFP485. •Registered trademark of Dupont TFP400 Page 5 of 8 ALL FIGURES; DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM 14" (356 mm) MAXIMUM A = 3'-4" to6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH COMPARTMENT \^ WALLS \:ki»%asKassat%;^^ 20'-0" (6,1 m) M/iiXIMUM FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0" (6,1 m) -A——A-—j—A- f f f Cw-; j^'cH^c^ '^..j^^-^-ij^.^.^-j^-.-rr^-.^-.i.'^.^-. r.^-'C.^^c^^/^v^ :v^c^:v^^.'^.n r^^if;.^^.i-»?^| \ SECONDARY m BEAM PRIMARY BEAM A:=3'-4" to6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A14" (356 mm) MAXIMUM DEPTH B = 2O'-0" (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0" (6,1 m) COMPARTMENT \§ WALLS FIGURE SB PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) f f f SECONDARY BEAM * REFER TO FIGURE 6B FOR SPANS EXCEEDING 20'-0" (6,1 m) PRIMARY ' BEAM COMPARTMENT WALLS A = 3'-4" to6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH C = 3'-4" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 6 BEAM ARRANGEMENTS WET PIPE SYSTEMS ONLY (Refer to the "Beam Ceiling Design Criteria" section.) TFP400 Page 6 of 8 SECONDARY BEAM FACE OF SOFFIT * USE DISTANCES SHOWN IN FIGURES 6A, 6B & 6C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES COMPARTMENT WALLS FIGURE 7 BEAM AND SOFFIT ARRANGEMENTS WET PIPE SYSTEMS ONLY (Refer to the "Beam Ceiling Design Criteria" section.) Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A or B for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 GPM/ sq. ft. over the "design area" com- prised of the four most hydraulical- ly demanding sprinklers for actual coverage areas protected by the four sprinklers. NOTICE The number of "design spr/n- Wers" specified in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. There is no need to increase the design area, as is the case for density/area systems, in accordance with U.S. Patent 7,712,543. Refer to technical data sheet TFP485. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with obstruction rules defined by NFPA 13 for residential sprinklers. Operational Sensitivity For Horizontal Ceilings (maximum 2-inch rise for 12-inch run), the sprin- klers are to be installed with a deflector- to-ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTICE The "Beam Ceiling Design Criteria" section permits defiector-to-ceiiing distances up to 15-3/4 inches. To help avoid obstructions to water distribution, a maximum 12-inch defiector-to-ceiiing distance is permitted for NFPA 13D and NFPA 13R applications where the sprinl<lers are located in closets. For Sloped Ceilings (greater than 2-inch rise up to 8-inch rise for 12- inch run), the sprinklers are to be installed with a deflector-to-ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A) being hydraulically calculated; maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area. Beam Ceiling Design Criteria The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C-UL Listed for installation in wet pipe systems only for residential occu- pancies with horizontal ceilings (that is. slopes up to a 2-inch rise over a 12-inch run) with beams when installed in accordance with the following criteria. General information The basic concept of this protection scheme is to locate the sprinklers on the underside of the beams, refer Figure 5, (not in the beam pockets); to identify the main beams that princi- pally run in one direction as "primary beams"; and, to identify the beams that run principally perpendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protection), as "secondary beams". Primary and Secondary Beam Types Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Positioning Directly attached to the underside of a combustible or non-combustible smooth ceiling at any elevation. Primary Beam Cross-Section Maximum depth of 14 inches and the maximum width is unlimited. The cross- sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross-Section Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. TFP400 Page 7 of 8 Primary Beam Spacing The primary beams (Figure 6A) are to be 3 ft. - 4 in. to 6 ft. from the compart- ment wall to center of the nearest beam and from center to center between beams. Secondary Beam Spacing The secondary beams principally run perpendicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Figure 6B). NOTICE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 inches from the compartment wall to center of the nearest beam and from center to center between beams (Figure 6C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Figure 6C). Lintels Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Pnmary Beams, whichever is greater. Sprinkler Types Series LFII Pendent and Recessed Pendent Residential Sprinklers (TY2234), 155°F (68°C) and 175°F (79°C). Sprinkler Coverage Area and Hy- draulic Design The sprinkler coverage areas and hydraulic design criteria as presented in the Table A for "Horizontal Ceilings" are to be applied. Sprinkler Position The deflector to bottom of primary beams for the Series LFII Pendent and Recessed Pendent Sprinklers (TY2234) is to be 1-1/4 to 1-3/4 inches (Figure 5A). The vertical center-line of the Series LFII Pendent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centeriine of the primary beam (Figure 5B). NOTICE Core driliing of beams to allow the installation of sprinkler drops requires consulting with a structural engineer Where core drilling is not permitted, the previously stated sphnkier position criteria for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) allows placement of the sprinkler drop adjacent to the primary beam. Beam and Soffit Arrangements A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the soffited area (Figure 7). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the previ- ously provided 3 ft.-4 inches to 6 ft. "compartment wall to adjacent beam" distance forthe primary and secondary beams is to be measured from the face of the soffit as opposed to the compartment wall. Note: Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compart- ment wall. Installation The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be installed in accordance with the following instructions. NOTICE Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble shouid be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). Obtain a leak-tight 1/2 inch NPT sprinkler joint by applying a minimum- to-maximum torque of 7 to 14 ft. ibs. (9,5 to 19,0 Nm). IHigher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under- or over- tightening the Sprinkler Re-adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions. 1. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. 2. With pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3) . With reference to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions. 1. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. 2. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. 3. Tighten the sprinkler into the sprin- kler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4) . With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. 4. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be maintained and serviced in accordance with the following instructions. NOTICE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify ail personnel who may be affected by this action. TFP400 Page 8 of 8 Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Owners must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Exercise care to avoid damage to sprinklers before, during, and after installation. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Replace sprinklers that: • were modified or over-heated. • were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. • are leaking or exhibiting visible signs of corrosion. • were exposed to corrosive products of combustion but have not operated, if you cannot easily remove combustion by-products with a cloth. • have a cracked bulb or have lost liquid from the bulb. Refer to the Installation section in this data sheet. Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resis- tant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprinkler condition and the long-term integrity of the corrosion-resistant material, which can be affected by the corrosive conditions present. Responsibility lies with the owner for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (that is, NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for products or components manufac- tured by companies not affiliated by ownership with TFSBP or for products and components which have been subject to misuse, improper instal- lation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with appli- cable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP shall not be respon- sible for sprinkler system design errors or inaccurate or incomplete infor- mation supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential damages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possi- bility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, express or implied, including warran- ties of merchantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, materials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assembly Specify Series LFII Residential Pendent and Recessed Pendent Sprinkler (TY2234), K=4.9, with (temperature rating), (finish), and P/N (below). 155°F(68°C)or Chrome Plated P/N 51-201-9-155 155°F(68°C) White Polyester P/N 51-201-4-155 iss-Ftes-C) White {RAL9010)* P/N 51-201-3-155 155°F(68°C) Natural Brass P/N 51-201-1-155 175°F(79'C)or Chrome Plated P/N 51-201-9-175 175T(79°C) White Polyester P/N 51-201-4-175 175=F{79°C) White (RAL9010)* P/N 51-201-3-175 175°F{79''C) Natural Brass P/N 51-201-1-175 •Eastern Hemisphere sales only. Recessed Escutcheon Specify Style 20 Recessed Escutcheon with finish and P/N. Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Copyright © 2006-2010 Tyco Fire Suppression & Building Products. All rights reserved. tUCa / Fire & Building 1 Products rapid response^ HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 rapid response^ HOME FIRE SPRINKLER SYSTEM Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4,2 K'factor General Description The Tyco® Rapid Response™ Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible solder sprinklers de- signed for use in residential occupan- cies such as homes, apartments, dor- mitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In addition, the concealed design of the Series LFII (TY2596) provides 1/2 inch (12,7 mm) vertical adjustment. This ad- justment provides a measure of flexi- bility with regard to which the length of fixed pipe drops to the sprinklers must be cut. The Series LFII are to be used in wet pipe residential sprinkler systems for one-and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents, improper handling and in- stallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. (60,5) K-factor that provides the quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been de- signed with heat sensitivity and water distribution characteristics proven to help in the control of residential fires and to improve the chance for occu- pants to escape or be evacuated. The Series LFII (TY2596) Residen- tial Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Protective Cap is removed and the Cover Plate Assembly installed. NOTICE The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number SIN TY2596 Page 1 of 6 MAY, 2008 TFP440 Page 2 of 6 TFP440 Maximum Coverage Areai=' Ft. x Ft. (m x m) Maximum Spacing Ft. (m) Minimum Flow*' and Residual Pressure For Horizontal Ceiling (Max. 2 Inch Rise for 12 Inch Run) Minimum Flow'"' and Residual Pressure For Sloped Ceiling (Greater Than 2 Inch Rise Up To Max. 4 Inch Rise for 12 Inch Run) Minimum Flow'"' and Residual Pressure For Sloped Ceiling (Greater Than 4 Inch Rise Up To Max. 8 Inch Rise for 12 Inch Run) Maximum Coverage Areai=' Ft. x Ft. (m x m) Maximum Spacing Ft. (m) 160°F/7rC Sprinkler 160°F/71°C Sprinkler 160°F/71°C Sprinkler 12x12 (3,7 X 3,7) 12 \ (3,7) 13 GPM (49,2 LPM) \\ 9.6 psi (0,66 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) k. 14x14 (4,3 X 4,3) 14 (4,3) 14 GPM (53,0 LPM) 11.1 psi (0,77 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 16x 16 (4,9x4,9) 16 (4,9) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18x 18 (5,5x5,5) 18 (5,5) 20 GPM (75,7 LPM) 22.7 psi (1,57 bar) 20 GPM (75,7 LPM) 22.7 psi (1,57 bar) N/A 20x20 (6,1 x6,1) 20 (6,1) 24 GPM (90,8 LPM) 32.7 psi (2,25 bar) 26 GPM (98,4 LPM) 38.3 psi (2,64 bar) N/A (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design critena are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinlcler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E. The Series LFII Concealed Pendent Sprinklers are only listed and approved with the Series LFII Concealed Cover Plates having a factory applied finish. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K=4.2 GPWpsi"^ (60,5 LPM/bar"^) Temperature Rating: 160''F/7rC Sprinkler with 139°F/59°C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Refer to Ordering Procedure section. Physical Characteristics: Body Brass Cap Bronze Saddle Brass Sealing Assembly Beryllium Nickel w/Teflon^ Soldered Link Halves Nickel Lever Bronze Compression Screw Brass Deflector Copper Guide Pin Housing Bronze Guide Pins Stainless Steel Support Cup Steel Cover Plate Copper Retainer Brass Cover Plate Ejection Spring Stainless Steel ^DuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the De- flector supported by the Arms drops down to its operated position. The fus- ible link of the Sprinkler Assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Tyco® Rapid Response™ Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for installation in accordance with the following criteria. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the Authority Having Jurisdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total num- ber of "design sprinklers" as specified inNFPA13DorNFPA13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ sq. ft. over the "design area" com- prised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in ac- cordance with the obstruction rules of NFPA 13 for residential sprinklers. TFP440 Page 3 of 6 BODY (1/2" NPT) GAP SADDLE SUPPORT CUP WITH ROLL FORMED THREADS GUIDE PIN GUIDE PIN HOUSING DEFLECTOR THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SOLDER TAB SPRINKLER/SUPPORT CUP ASSEMBLY COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER SEALING ASSEMBLY SPRINKLER WRENCHING AREA COMPRESSION SCREW LEVER SOLDER LINK ELEMENT DEFLECTOR (OPERATED POSITION) RETAINER WITH THREAD DIMPLES EJECTION SPRING COVER PLATE Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprin- kler operation In a fire situation. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING COVER- SPRINKLER- RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-3/16" DIA. . " (81,0 mm) 3/16" (4,8 mm)" SPRINKLER- SUPPORT CUP ASSEMBLY TIP DISPOSABLE PROTECTIVE CAP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS I PROTECTIVE CAP I ACTIVATED DEFLECTOR Page 4 of 6 TFP440 Installation The Series LFII (TY2596) must be installed in accordance with the following instructions: NOTICE Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible link Assembly). A 1/2 inch NPT sprinkler joint shouid be obtained with a minimum to max- imum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with conse- quent leakage or impairment of the sprinkler Do not attempt to compensate for in- sufficient adjustment in the Cover Plate/Retainer Assembly by under-or over-tightening the Sprinkler Read- just the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centeriine of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant applied to the pipe threads, and using the W-Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/ Support Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protective Cap helps prevent damage to the Deflector and Guide Pins during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTICE As long as the protective Cap remains in piace, the system is considered to be "Out Of Service". Step 5. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the De- flector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The Tyco® Rapid Response™ Series LFII (TY2596) must be maintained and serviced in accordance with the following instructions: NOTICE Absence of a Cover Plate may delay the sprinkler operation in a fire situation. When properiy installed, there is a nominal 1/8 inch (3,2 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 3. This air gap is necessary for proper oper- ation of the sprinkler by allowing heat flow from a fire to pass beiow and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does NOT seal off any of the air gap. Factory painted Cover Plates MUST NOT be repainted. They shouid be re- placed, if necessary, by factory paint- ed units. Non-factory applied paint may adversely delay or prevent sprin- kler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the prop- er authorities and ali personnel who may be affected by this action must be notified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age -before, during, and after installa- tion. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. NOTICE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. TFP440 Page 5 of 6 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Resi- dential Concealed Pendent Sprin- kler without Cover Plate Assembly, P/N 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pendent Sprinkler, P/N (specify). Chrome P/N 56-122-9-135 Signal White (a) (RAL 9003) P/N 56-122-4-135 Pure White (b) (RAL 9010) P/N 56-122-3-135 Custom P/N 56-122-X-135 (a) Previously known as Bright White. (b) Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265. Page 6 of 6 TFP440 © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqca Fire & Building Products Technical Services: Tel; (800) 381-9312 / Fax: (800) 791-5500 rapid response HOME FIRE SPRINKLER SYSTEM BlazeMaster ® CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state ofthe art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to lH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 . Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer shouid be contacted with any questions. BlazeMaster^ is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 Page 2 of 6 TFP1915 NOMINAL SIZE AVERAGE O.D. AVERAGE I.D. WEIGHT lbs./ft. WATER FILLED WEIGHT lbs./ft. FT. OF PIPE PER LIFT WEIGHT PER LIFT Ibs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1,315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 1 — PIPE DIMENSIONS Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with lH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. /VOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (lb.) TEE T/O T/O -T/O 80000 80001 80002 80003 80004 80005 80006 3/4" 1" 1-1/4" 1- 1/2" 2" 2- 1/2" 3" 5/8" 11/18" 7/8" 1-1/16" 1-3/8" 1-9/16" 1-13/16" 40 40 40 80 80 80 80 0.11 0.19 0.26 0.51 0.90 1.59 2.41 Xx YxZ REDUCING TEE Z T/O T/O -T/O 80132 80133 80134 80260 80135 80136 80137 80261 80262 80138 80140 80141 80263 80264 80275 80265 80266 80274 80267 80271 80272 80273 80276 80270 80268 80269 3/4" X 3/4" X 1" 1" X 3/4" X 3/4" 1"x3/4"x 1" rx1"x3/4" 1-1/4" x1"x 3/4" 1-1/4" x 1"x 1" 1-1/4" X 1"x 1-1/4" 1-1/4" x 1-1/4" X 3/4" 1-1/4" X 1-1/4" xl" 1-1/4" X 1-1/4" X 1-1/2" 1-1/2" X 1-1/4" X 3/4" 1-1/2" X 1-1/4" X 1" 1-1/2" X 1-1/2" X 3/4" 1- 1/2" X 1-1/2" X 1" 1- 1/2"X 1-1/2"X 1-1/4" 2" X 2" X 3/4" 2"x2"x1" 2" X 2" X 1-1/4" 2" X 2" X 1-1/2" 2- 1/2" X 2-1/2" X 1" 2- 1/2" X 2-1/2" X 1-1/4" 2-1/2" X 2-1/2" X 1-1/2" 2-1/2" X 2-1/2" X 2" 3" X 3" X 1-1/2" 3" X 3" X 2" 3" X 3" X 2-1/2" 3/4" 9/16" 3/4" 5/8" 5/8" 3/4" 15/16" 5/8" 3/4" 1" 9/16" 9/16" 9/16" 9/16" 7/8" 3/4" 7/8" 1-1/16" 1-1/8" 1-9/16" 1-9/16" 1-9/16" 1-9/16" 1-13/16" 1-13/16" 1-13/16" 3/4" 9/16" 11/16" 5/8" 5/8" 3/4" 15/16" 5/8" 3/4" 1" 9/16" 9/16" 9/16" 9/16" 7/8" 3/4" 7/8" 1-1/16" 1-1/8" 1-9/16" 1-9/16" 1-9/16" 1-9/16" 1-13/16" 1-13/16" 1-13/16" 5/8" 3/4" 3/4" 13/16" 15/16" 15/16" 7/8" 7/8" 7/8" 1" 1" 1-1/16" 1" 1-1/16" 1" 1-3/8" 1-3/8" 1-3/8" 1-3/8" 1-9/16" 1-9/16" 1-9/16" 1-9/16" 1-13/16" 1-3/4" 1-13/16" 40 40 40 40 40 40 40 40 40 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 0.14 0.14 0.17 0.16 0.21 0.22 0.26 0.23 0.26 0.43 0.36 0.38 0.36 0.38 0.45 0.61 0.66 0.74 0.78 1.43 1.46 1.48 1.50 2.28 2.25 2.44 CROSS & REDUCING CROSS T/O T/O • T/O 80009 80010 80011 80012 80013 80014 80008 3/4" 1" 1-1/4" 1- 1/2" 2" 2- 1/2" 3" 9/16" ii/te* 15/16" 1-1/16" 1-5/16" 1-9/16" 1-13/16" -T/O 80015 1"x1"x3/4"x3/4" 7/8" 40 40 40 80 80 80 80 40 0.13 0.23 0.34 0.67 1.00 1.91 2.89 0.28 90° ELBOW & REDUCING ELBOW T/O 80025 80026 80027 80028 80029 80030 80031 3/4" 1" 1-1/4" 1- 1/2" r 2- 1/2" 3" 5/8" 3/4" 7/8" 1-1/16" 1-5/16" 1-9/16" 1-13/16" Xx Y —I i-T/O 80032 1"x3/4" 11/16" 13/16" 40 40 40 80 80 80 80 40 0.09 0.14 0.21 0.40 0.79 1.14 1.82 0.16 FIGURE 2 — FITTING DIMENSIONS (Part 1 of 4) Page 4 of 6 TFP1915 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (lb.) T/O 80050 80051 80052 80053 80054 80055 80056 3/4- 1" 1-1/4" 1- 1/2" 2" 2- 1/r 3" 3/8" 3/8" 3/4" vr 3»" 13/16" 1" 40 40 40 80 80 80 80 0.08 0.11 0.20 0.31 0.56 0.89 1.19 COUPLING & REDUCING COUPLING •T/O 80075 80076 80077 80078 80079 80080 80081 80220 3/4" 1" 1-1M" 1- IC" 2" 2- 1/2" 3" 1"x3/4" 1/8" 1/8" a/16* 3/16" 3/16" IM* 3/16" 1/8" 40 40 40 80 80 80 80 40 0.07 0.11 0.12 0.25 0.38 0.67 0.91 0.08 REDUCER BUSHING r h-T/O 80200 80201 80202 80203 80204 80205 80206 80207 80208 80209 80215 80214 80213 80211 80210 80212 1"x3/4" 1-1/4" X 3/4" 1-1/4" X 1" 1-1/2" X 3/4" 1- 1/2" X 1" 1- 1/2" X 1-1/4" 2" X 3/4" 2"x 1" 2" X 1-1/4" 2" X 1-1/2" 2- 1/2" X 1" 2- 1/2" X 1-1/4" 2-1/2" X 1-1/2" 2-1/2" X 2" 3"x2" 3" X 2-1/2" 7/16" 40 0.04 1/r 40 0.11 5/ir 40 0.12 5/r 80 0.16 1/r 80 0.14 3/8" 80 0.17 13/16" 80 0.27 11/16" 80 0.26 9/16" 80 0.24 7/16" 80 0.19 15/16" 80 0.42 13/16" 80 0.45 11/16" 80 0.46 5/r 80 0.29 3/4* 80 0.72 1/2" 80 0.47 CAP T/OH I- 80100 80101 80102 80103 80104 80105 80106 3/4" 1" 1-1/4* 1- i/r 2" 2- 1«* 3" 5/16" 3/8" 7/16* 11/16" 5/8" r/8* 1" 40 40 40 80 80 80 80 0.04 0.06 0.10 0.20 0.31 0.58 0.88 GROOVED COUPLING ADAPTER ' / / / y \/ / / y -T/0- T/O PIPE O.D. 80160 80161 80162 80163 80164 80169 1-1/4" X 1-1/4" Groove 1- 1/2" X 1-1/2" Groove 2" X 2" Groove 2- 1/2" X 2-1/2" Groove 3" X 3" Groove 2-1/2" X 76,1 mm Groove 2-5/16" 2-5/16" 2-5/16" 2-5/16" 2-1/4" 2-5/16" PIPE O.D. 1-1/4" (1.660") 1- 1/2" (1.900") 2" (2.375") 2- 1/2" (2.875") 3" (3.500") 76,1 mm (3.000") 40 80 80 80 80 80 0.78 0.95 1.42 2.28 3.00 2.28 FIGURE 2 — FITTING DIMENSIONS (Part 2 of 4) TFP1915 Page 5 of 6 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (lb.) SPRINKLER HEAD ADAPTER m f-T/O 80175E 80176E 80175WL 80179 3/4" X 1/2" NPT 1"x 1/2"NPT 3/4" X 1/2" NPT 1"x3/4"NPT 7/16* 7/16" 13/16" 80 80 40 40 0.20 0.22 0.16 0.43 SPRINKLER HEAD ADAPTER —I l-T/O 80175W 80176W 3/4" X 1/2" NPT r'x 1/2"NPT 1/2* ia" 40 40 0.19 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) l-T/O 80177L 80178 80180 3/4" X 1/2" NPT 1"x1/2"NPT 1"x3/4" NPT 1/2" 9/16" 7/8" 40 40 40 0.16 0.20 0.40 FEMALE ADAPTER —I I—T/O 80142 80145 80146 80147 80148 3/4" X 3/4" NPT 1'x r'NPT 1-1/4" X 1-1/4" NPT 1-1/2" X 1-1/2" NPT 2" X 2" NPT 13/16" 7/8" 1-1/8" 1-3/8" 1-11/16" 40 40 40 80 80 0.41 0.63 1.03 1.42 2.66 MALE ADAPTER P ^ ^ ^ ^.-I'L; 80157 80158 3/4" X 3/4" NPT I'x r'NPT 1-5/16" 1-3/8" 40 40 0.33 0.56 Xx YxZ SPRINKLER HEAD ADAPTER TEE Z M=t^ T/O 5^ T/O -T/O 80250 80251 80249 80256 80252 80257 80254 80258 80253 3/4" x 3/4" x 1/2" NPT 1"x r'x 1/2" NPT r'xrxl" NPT 1-1/4" X r'x 1/2" NPT 1-1/4" X 1-1/4" x 1/2" NPT 1-1/2" X 1-1/4" X 1/2" NPT 1-1/2" X 1-1/2" X 1/2" NPT 2" X 1-1/2" X 1/2" NPT 2" X 2" X 1/2" NPT 9/16" 11/16" 15/16" 7/16" 7/16" 1/2" 1/2" 1/2" 1/2" 9/16" 11/16" 15/16" 9/16" 7/16" 11/16" 1/2" 5/8" 1/2" 1" 1-3/16" 1-9/16" 1-5/16" 1-5/16" 1-7/16" 1-7/16" 1-11/16" 1-11/16" 40 40 40 40 40 80 80 80 80 0.22 0.29 0.73 0.30 0.31 0.43 0.46 0.56 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) QpTOLCQ www.tolco.com abrandofNIBCO' Revision 9/1/2006 Fig. 28 "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe Size Range — %" through 2" Material — Carbon Steel, Pre-Galvanized Function — Designed to be used as a hanger and restrainer for CPVC piping where / / the "stand-off" design will ease installation by eliminating the need for wood blocking. / / I Features: / / Flared edge design protects CPVC pipe from any rough or abrasive surfaces. , ^ Unique twist and lock design holds pipe firmly in place and allows retrofit type < ' of installation. ' -v. The "Stand-Off" design eliminates the need for wood block extension. * Can be installed on horizontal or vertical piping regardless of mounting surface orientation. Attaches easily to wood structure with two hex head self-threading screws /""^ furnished with product. Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. Attaches easily to steel, minimum 18 gauge with (2) 1/4" x 1" tek type self drilling tapping screws. r U.L. Listed as a hanger and a restrainer for fire sprinkler piping. Approvals — Undenwriters' Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners v supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8" composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by — Figure number and pipe size. PATENT* 10446292 us USTED B \ > FIG.2rB (1)ReC3UIRED HIGH SIDE " OFHAN<^R u Dimensions * Weights HANGER APPLICATION y.. FIG-JB HANGER & RESTRAINT APPLICATION r H H i Pipe B Approx. Size A B C Wt. 3/4 31^2 2 31/2 .180 1 35/16 2^16 31/2 .210 1V4 3V8 2% 31/2 .225 11/2 4 2V2 31/2 .310 2 41/2 211/16 35/8 .340 OFFICE/MANUFACTURING FACIUTY* 1375 SAMPSON AVE •CORONA, CA 92879 • PH: 951,737,5599 • FAX: 951.737,0330 CUSTOMER SERVICE • 800.786.5266 wvm.talco.com •• ®TDLCD www.tolco.com ai>-aidr)lNIBCD" Revision 10/24/2007 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount Size Range - 3/4" thru 2" CPVC pipe Material — Pre-Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed / on the top or on the bottom of a beam. The Fig. 24 can also function / as a restrainer to prevent the upward movement of the sprinkler head !. during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. us LISTED Dimensions • Weights CPVC B Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt7100 3/4 2^16 1%2 W16 5/16 9 1 2% W16 W16 6 5/16 9 1V4 3 11/2 1^16 6V2 5/16 11 IV2 31/4 1% 1^16 7 5/16 12 2 311/16 12%2 iyi6 8 5/16 15 OFFICE/MANUFACTURING FACIUTY' 1375 SAMPSON AVE, •CORONA, CA 92879'PH: 951,737,5599 • FAX: 951,737,0330 CUSTOMER SERVICE • 800 786 5266 wwm.tolco.com k. QOTOLCD www.tolco.com NIBCO Revision 10/24/2007 Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Size Range - 3/4" thru 3" CPVC pipe Material — Pre-Galvanized Steel Function — Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Fig. 23 can be installed on the top, bottom or side of a beam. The Fig. 23 also functions as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as instal- lation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and pipe size us imea * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions 'Weights CPVC Pipe Size A B C Max. Hanger Spacing (Ft.) Fastener Hex Head Size Approx. wtyioo 3/4 31/8 1^16 1^16 51/2 5/16 9 1 33/8 III/16 iyi6 6 5/16 9 11/4 4^16 2%2 61/2 5/16 11 11/2 47/16 2%2 iyi6 7 5/16 12 2 4% 2Vi6 iyi6 8 5/16 15 2V2 IOV32 211/16 13/16 9 5/16 22 3 llVe 3 13/16 10 5/16 25 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE, •CORONA, CA 92879 • PH: 951,737,5599 • FAX: 951,737,0330 CUSTOMER SERVICE • 800 786,5266 www.tolco.com QpTOLCO www.tolco.com abrrnHolNIBCD' Revision 10/24/2007 Fig. 22 - Hanger for CPVC Plastic Pipe c(^^US USTED Single Fastener Strap Type c(^^US USTED Size Range - 3/4" thru 2" CPVC pipe Material — Pre-Galvanized Steel Function — Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCO® Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and CPVC pipe size. Dimensions • Weights CPVC Pipe Size A B C Max. Hanger Spacing (Ft.) Fastener Hex Head Size Approx. Wt./100 3/4 27/16 Wie 1^16 51/2 5/16 9 1 211/16 1^16 1^16 6 5/16 9 11/4 31/16 1% 1^16 61/2 5/16 11 11/2 2 3^16 3% 1% 21/8 1^16 1^16 7 8 5/16 5/16 12 15 OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE, •CORONA, CA 32879 'PH: 951,737,5599 • FAX: 951,737,0330 CUSTOMER SERVICE • 800,786,5266 www.tolco.com Page 6 of 6 TFP1915 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (lb.) BACK-TO-BACK TEE X Xx YxZ T/O 80459 80460 1"x1/2" NPT X 1/2" NPT 1"x 1/2"NPTx 1/2" NPT 5/8" 5/8" Y, Z 1-5/16" 1-3/16" 40 40 0.48 0.46 BACK-TO-BACK CROSS XxYxZxW X, Y 80462 80463 1"x1"x1/2"NPTx1/2"NPT l"xr'x1/2"NPTx1/2"NPT 5/8" 5/8" T/O Z, W 1-3/16" 1-5/16" 40 40 0,46 0.47 SPRINKLER HEAD ADAPTER 90° ELBOW T/O XxY 80199 80198 80196 3/4" x 1/2" NPT r'x 1/2" NPT 1"x3/4"NPT 9/16" 3/4" 1-1/16" H I-JIO 1" 1-1/4" 1-7/16" 40 40 40 0.20 0.26 0.26 FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards ofthe National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tUOO 1 Fire S. BuMn, 1 Products papid nesponse HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 papid nesponse HOME FIRE SPRINKLER SYSTEM Figure 513D (13D) and 513Dm (13D/R) Riser Manifolds t, 1-1/2, and 2 Inch (DN25, D/VI40, and DAfSO) For NFPA 13D/13R Residential Sprinkler Systems General Description The Riser Manifolds described in this technical data sheet provide the nec- essary waterflow alarm, pressure gauge, and drain equipment in a single assembly for use in NFPA 13D or 13R residential sprinkler systems as fol- lows: NFPA 13D . Figure 513D (13D) 1 Inch (DN25) Female Thread x Female Thread NFPA13D/13R . Figure 513D/R (13D/R) 1-1/2 Inch (DN40) Male Thread x Female Thread Male Thread x Male Thread . Figure 513D/R (13D/R) 2 Inch (DN50) Groove x Groove Male Thread x Groove The variety of sizes and end connec- tions allow cost effective and easy transition to check valves, control valves, and system piping. The Riser Manifolds may be installed in either the horizontal (flow switch on top) or verti- cal (flow going up). WARNING The Riser Manifolds described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Approvals The Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds with a cover tamper switch for the waterflow alarm switch are UL Listed, ULC Listed, and FM Approved. The Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds without a cover tamper switch for the waterflow alarm switch are UL Listed and FM Approved. Maximum Working Pressure 175 psi (12,1 bar) Assembly The manifold body ofthe Figure 513 is ductile iron, whereas the manifold body of the Figure 13 is cast iron. The two assemblies are completely inter- changeable in function, application, and end-to-end laying length. Finish Red painted. Installation The Riser Manifolds may be installed in either the horizontal (flow switch on top) or vertical (flow going up). The inlet of the Riser Manifold may be di- rectly connected to a shut-off control valve. NOTES (1) Where applicable pipe thread sealant is to be applied sparingly. Use of a non-hardening pipe thread sealant is recommended. (2) Provisions for an alarm test fiow must be made. The alarm test flow is to be through an orifice having a flow capacity equal to or smaller than the smallest orifice sprinkler in the system. One of two options can be considered. The first option is to temporarily install a test orifice in the outlet of the drain line prior to performing the alarm test. The second option is to install an in- spector's Test Connection down- stream ofthe Waterflow Alarm Switch. (3) Never remove any piping compo- nent nor correct or modify any piping deficiencies without first depressuriz- ing and draining the system. Step 1. Install the manifold body with the flow arrow pointing in the down- stream position using threaded con- nections and/or listed mechanical grooved connections, as applicable. Step 2. Connect the drain line, and then close the drain valve. Step 3. Refer to Figure 4 for wiring guidance. All wiring must be per- formed in accordance with the Author- ity Having Jurisdiction and/or the Na- tional Electrical Code. Step 4. Place the system in service by filling the system with water. When fill- ing the system, partially open the con- trol valve to slowly fill the system. Fill- ing the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 5. Secure all supply valves open. Page 1 of 6 APRIL, 2006 TFP960 Page 2 of 6 TFP960 NO, DESCRIPTION QTY, P/N 1 1" Manifold Body, Female x Female NPT, , . 1 N/A 2 Waterflow Alarm Switch: VSR-SF modified with Paddle, UL/FM 1 971-096-01 VSR-SF modified with Paddle and Cover Tamper Switch, ULC/FM 1 976-519-01 3 200 psi/1400 kPa Water Pressure Gauge ., 1 2343 3-1/2" (88,9 mm) NOTES: Approximate weight, 7,5 Ibs, (3,4 kg), ULC Listed Manifolds are equipped with Cover Tamper Switches installed internal to the Waterflow Alarm Switches, CH: Common Hardware 9-3/4" (247,7 mm) 3-5/8" (92,1^mm) Waterflow / Drain Valve (Normally Closed) 3/4" NPT 4-1/2" (114,3 mm) 10" (254,0 mm) FIGURE 1 11NCH (DN25) RISER MANIFOLD ASSEMBLY AND DIMENSIONS 2-7/8" (73,0 mm) NO. DESCRIPTION QTY. P/N 1 1-1/2" Manifold Body, Male X Female NPT 1 N/A Male X Male NPT 1 N/A 2 Waterflow Alarm Switch: VSR-SF modified with Paddle, UUFM 1 971-096-00 VSR-SF modified with Paddle and Cover Tamper Switch. ULC/FM 1 976-519-02 3 300 psi/2000 kPa Wafer Pressure Gauge , , 1 2341 NOTES: 1. Approximate weight, 8.7 Ibs. (3,9 kg). 2. ULC Listed Manifolds are equipped with Cover Tamper Switches installed internal to the Waterflow Alarm Switches. 3. CH: Common Hardware 2 Waterflow 1 11-3/8" (288,9 mm) 2-1/8" (54,0 mm) 11-1/8" (282,6 mm) Male X Male NPT • Manifold FIGURE 2 1-1/2 INCH (DN40) RISER MANIFOLD ASSEMBLY AND DIMENSIONS TFP960 Page 3 of 6 NO, DESCRIPTION QTY, P/N 1 2" Manifold Body, Groove x Groove 1 N/A Male NPT x Groove 1 N/A 2 Waterflow Alarm Switch: VSC with Paddle, UL/FM 1 976-357-01 VSC with Paddle and Cover Tamper Switch, ULC/FM 1 976-520-01 3 300 psi/2000 kPa Water Pressure Gauge ,, 1 2341 3-1/2" (88,9 mm) NOTES: 1, Approximate weight, 11,0 Ibs, (5,0 kg), 2, ULC Listed Manifolds are equipped with Cover Tamper Switches installed internal to the Waterflow Alarm Switches, 3, CH: Common Hardware 12" (304,8 mm FIGURE 3, 2 INCH (DN50) RISER MANIFOLD ASSEMBLY AND DIMENSIONS 13" (330,2 mm) - Groove x Groove, - Male NPT x Groove Optionally Grooved or Male NPT Supply End Connection 2-1/4" (57,2 mm) Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. /VOTES No attempt is to be made to repair any Riser Manifold component in the field. Only the pressure gauge or waterflow alarm switch can be replaced. If any other problems are encountered the entire riser manifold must be replaced. The flow and alarm test procedure will result in operation of the associated alarms. Consequently, notification must be given to the owner and the fire department, central station, or other signal station to which the alarms are connected, and notification must be given to the buiiding occupants. Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the effected fire protection sys- tem must first be obtained from the proper authorities and ail personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Flow Test Procedure Step 1. Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 2. Verify that the residual (flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system when it was first installed. Step 3. Close the drain valve. Step 4. Verify that the static (not flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system when it was first installed. Alarm Test Procedure With A Test Orifice (See Installation Note 2) Step 1. Temporarily install a test ori- fice in the drain line outlet. Step 2. Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 3. Verify operation of the associ- ated alarms. Step 3. Close the drain valve. Step 4. Remove the test orifice from the drain line outlet. Alarm Test Procedure With An Inspector's Test Connection (See Installation Note 2) Step 1. Fully open the Inspector's Test Connection Valve. Make certain that drainage water will not cause any dam- age or injury. Step 2. Verify operation of the associ- ated alarms. Step 3. Close the Inspector's Test Connection Valve. Page 4 of 6 TFP960 UNINSULATED LOOPED SECTION SINGLE CONDUCTOR SWITCH TERMINAL CONNECTIONS CAUTION: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve as two separate connections. The wire must be severed to serve as two separate connections, thereby providing supervision ofthe connection in the event that the wire becomes dislodged from the terminal. SEPARATE CONDUCTORS INCOMING IMPROPER CONNECTION METHOD OUTGOING PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS SPOT (Form C) CONTACT RATING , , , , 5A@ 125 VAC 2,5A (cb 30 VDC NO COM NO FLOW CONDITION NC COM POWER NON-SUPERVISED CIRCUIT END OF LINE RESISTOR |—• /4 NC NO / f COM CONTROL PANEL STYLE B/CLASS B SUPERVISED CIRCUIT (SEE NOTE) NOTE: For supervised circuits, see "Switch Terminal Connections" above. The Waterflow Alarm Switch has two switches, one can be used to operate a central station, proprietary or remove signaling unit, while the other contact is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS SPOT (Form C) CONTACT RATING 3A @ 250 VAC 5A@ 125 VAC 1 mA @ 5 VDC min. NO COM NC CONTACTS SHOWN WITH COVER IN PLACE FIGURE 4 WIRING GUIDANCE TFP960 Page 5 of 6 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Information Riser Manifold: Specify; Size (specify). Figure (specify 513D or 513D/R, (specify connection type inlet x outlet) Riser Manifold (specify - without or with) a cover tam- per switch for the waterflow alarm switch, P/N (specify). NOTES Orders for Figure 513D or513D/R may be filled with a Figure 13D or 13D/R, respectively. The two assemblies are completely interchangeable in func- tion, application, and end-to-end lay- ing length. If a ULC Listing is required, the Riser Manifold must be ordered with a cover tamper switch for the waterflow alarm switch. UUULC/FM Assemblies With Cover Tamper Switch 1 Inch (DN25) FTxFT P/N 4085 1-1/2 Inch (DN40) MT x FT P/N 4088 1-1/2 Inch (DN40) MT X MT P/N 4089 2 Inch (DN50) G X G P/N 4093 2 Inch (DN50) MT X G P/N 4094 UL/FM Assemblies Without Cover Tamper Switch 1 Inch (DN25) FTxFT P/N 4047 1-1/2 Inch (DN40) MT X FT P/N 4057 1-1/2 Inch (DN40) MT X MT P/N 4058 2 Inch (DN50) G X G P/N 4059 2 Inch (DN50) MT X G P/N 4064 Replacement Parts: Specify: (description) for use with Fig- ure 513D, 513D/R, 13D, or 13D/R Riser Manifold, P/N (Ref. Figure 1, 2 or 2, as applicable). Page 6 of 6 TFP960 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 POTTER 7776 Symbol of Protection 6" BELL SHOWN BELLS PBA-AC & PBD-DC UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 tol 5.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling BurglarAlarm Environment: Indoor or outdoor use (See Note 1) -40°to150°F(-40°to 66X) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX.) TYPICAL dB AT 10 FT. (3m) (2) MINIMUM dB AT 10 FT (3m) (1) 6 (150) 12VDC PBD126 1706012 .12A 85 76 8 (200) 12VDC PBD128 1708012 .12A 90 77 10(250) 12VDC PBD1210 1710012 .12A 92 78 6 (150) 24VDC PBD246 1706024 .06A 67 77 8 (200) 24VDC PBD248 1708024 .06A 91 79 10(250) 24VDC PBD2410 1710024 .06A 94 80 6 (150) 24VAC PBA246 1806024 .17A 91 78 8 (200) 24VAC PBA248 1808024 .17A 94 77 10(250) 24VAC PBA2410 1810024 .17A 94 78 6 (150) 120VAC PBA1206 1806120 .05A 92 83 8 (200) 120VAC PBA1208 1808120 .05A 99 84 10(250) 120VAC PBA12010 1810120 .05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • viww.potterslgnal.com PRINTED IN USA MKT. #8850001 - REV S MFG. #5400776 - 5/05 PAGE 1 OF 2 POTTER The Symbol of Protection BELLS PBA-AC & PBD-DC FIG. 1 BELLS •2 11/16' (68) DWG. #776-1 DIIVIENSIONS INCHES(mm) FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 112" CONDUIT ENTRANCE 5 3/4" (146) o 1 5/8' (41) DWG. 11776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) RED (IN) RED (OUT) FROM CONTROL PANEL OR PRECEDING BELL TO NEXT BELL OR END-OF-LINE RESISTOR BLACK (IN) CAUTION: WHEN ELECTRICAL SUPERVISION IS REOUIRED USE IN AND OUT LEADS AS SHOWN, A.C. BELLS WHITE (IN) WHITE (OUT) FROM CONTROL PANEL OR PRECEDING BELL BLACK (IN) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: 1. OBSERVE POURITY TO RING D.C. BELLS. 2. RED WIRES POSITIVE (+) 3. BLACK WIRES NEGATIVE (-) NOTES: 1. WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REOUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION 1. The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aff and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REVS MFG. #5400776-5/05 PAGE 2 OF 2 DUCT DATA SHE ET cpeccseai ^^^•B ^IRESTOR ^^^B PRODUCTS SERIES LCI INTUMESCENT SEALANT APPLICATIONS SpecSeal® LCI Sealant has a broad application base designed to seal a wide variety of common penetrations in light commercial and grouped residential construction. Penetrant types include insulated and non-insulated metallic pipes and tubes, non-metallic pipes and tubes, and common electrical service and power distribution, telephone, data, and TV cabling. This product is also used in conjunction with other SpecSeal® Products such as SpecSeal® Firestop Collars and Wrap Strips to protect larger plastic pipes. See Table A for a summary application list. PHYSICAL PROPERTIES Properties Series LCI Color Red Odor Mild Latex Density pH 9.0 lb/gal (1.08 kgl) ao In Service Temperature ^130°F(54°C) Flame Spread 0* Smoke Developed 5* STC Rating (ASTM E90/ASTMC919) 52 VOC Content (EPA Method 24;ASTM D3960) 0.abs^(35.09i) StielfLife 2yrs Volume Expansion 10X Free Expansion Storage Temp. s130°F(54°C) • TestedtoASTME84(UL723)al14'! sealants and caulks) 0 surface coverage (modffiedtestfor PRODUCT DESCRIPTION SpecSeal® LCI Sealant is a versatile and economical intumescent product intended for firestopping a wide array of applications in small commercial or grouped residential construction and other structures with similar applications. SpecSeal® LCI Sealant is available in a single grade that has excellent caulk- ing properties as well as high build properties on vertical or overhead surfaces. This single grade may be caulked (standard cartridge or bulk loaded), knifed or troweled. In addition, SpecSeal® LCI Sealant does not contain PCB's or asbestos. SpecSeal® LCI Sealant is storage stable (when stored according to the manufacturer's recommenda- tions), and will not separate or shrink when dried. SpecSeal® Series LCI Sealant will adhere to all com- mon construction and penetrant materials and contains no solvents that might adversely effect plastic pipes or cable jackets. FEATURES • Economical: High performance without the high price! • Highly Intumescent: Expands up to 8 times. • Excellent Smoke Seal • Water Resistant: Will not re-emulsify when dry. • Water-Based for easy installation, cleanup, and disposal. • Acoustically Tested: Reduces noise transmission • Safe...Low VOC's, No Solvents, Non-Halogenated • Paintable PERFORMANCE SpecSeal® LCl Sealant is the basis for systems that meet the exacting criteria of ASTM E814 (UL1479) and ASTM E1966 (UL2079) as well as to the time-temperature requirements of ASTM E119 (UL263). LCI provides up to a 2-hour fire rating for typical service penetrations through concrete or wood floors, concrete or masonry walls, as well as gypsum board walls (3-hour for metallic pipe, conduit and tubing). SpecSeal® LCI Sealant meets Class A finish requirements for Flame Spread and Smoke Development when tested in accordance with ASTM E84 (UL723). SpecSeal® LCI Sealant is also acoustically tested, demonstrating excellent sound attenuation properties. '=BM=I CZ_ SYSTEM COMPATIBLE us FILL, VOID OR CAVITY MATERIALS FOR USE IN JOINT SYSTEMS AND THROUGH-PENETRATION FIRESTOP SYSTEMS. SEE UL DIRECTORY OF PRODUCTS CERTIFIED FOR CANADA AND UL FIRE RESISTANCE DIRECTORY. <FM> APPROVED SPECIFICATIONS The firestopping sealant shall be a water-resistant, intumescent latex sealant. The sealant when exposed to high heal or flame shall exhibit a free expansion of up to 8 limes ils original volume. The firestopping sealant shall contain no water soluble nor hygroscopic ingredients and shall be acoustically tested. The sealant shall be UL Classified and/or FM approved and tested to the requirements of ASTM E814 (UL1479) and shall meet Class A finish requirements when tested in accordance with ASTM E84 (UL723). SPECIFIED DIVISIONS DIV. 7 07840 Through-Penetration Firestopping DIV. 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation - Fire Protection DIV. 16 16050 Basic Electrical Materials & Methods STT Technical Service 1-800-992-1180 www.stifirestoD.com STI Product Data Sheet • Series LCI Intumescent Sealant • FOD-5062 06/2007 Fig 1: METALLIC PIPES - Concrete/Masonry Floors & Walls Fig 2: INSULATED METALLIC PIPES - Concrete/Masonry Roors & Walls UL System No. C-AJ-1353 F Rating: 3 Hr-TRaSng:OHr Sted or Iron Pipe: <12", Copper Pipe: <4" Annulus:0"to2" Sealant Depth: 1/4" -otiring Material: Norn 4 pcf mineral wool (21/4" Depth) Concrete Wall UL System No. W-J-1098 F Ratng; 2 Hr • T Rating: 1/4,3*4 & 1 Hr Steel or Iron Ppe: <8", Copper Pipe: <4" AnraJus: 0" to 2" Sealant Depth: &8" Insulated Metallic Pipe UL System No. C-AJ-5138 F Rating: 2 Hr • T Rating: 3/4 or 1 Hr Steel or Iron Pipe: 6", Copper Pipe: 4" Pipe Covering: Max. 2' fiber glass or mineral wool pipe insulation. Annulus: 1/4' to 1-5/8" • Sealant: 1/2" Forming: Norn. 4 pcf mineral wool {3" depth) SEALANT REQUIREMENTS IN CUBIC INCHES PER 1/4 INCH OF INSTALLED DEPTH* Pipe Size Diameter of Opening (in.) 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10 12 14 26 Trade Sl» Pipe O.D. 0.5" 0.840 0.3 0.6 1.6 3.0 48 6.9 9.5 12.4 19.5 28.1 38.3 132.6 1" 1.315 0.1 0.4 1.4 2.8 4.6 6.7 9.3 12.2 19.3 27.9 38.1 132.4 1.5" 1.900 1.1 2.4 4.2 6.4 8.9 11.9 18.9 27.6 37.8 132.0 2" 2.375 0.7 2.0 3.8 6.0 8.5 11.5 18.5 27.2 37.4 131.6 2.5" 2.875 0.1 1.5 3.3 5.4 8.0 10.9 18.0 26.7 36.9 131.1 3" 3.500 0.7 2.5 4.7 7.2 10.2 17,2 25.9 36.1 130.3 3.5" 4.000 1.8 3.9 6.5 9.4 16.5 25.1 35.3 129.6 4" 4.500 0.8 3.0 5.6 8.5 15.6 24.2 34.4 128.7 6" 6.625 1.1 4.0 11.1 19.7 29.9 124.2 8" 8.625 4.9 13.6 23.8 118.0 10" 10.750 5.6 15.8 110.0 12" 12.750 6.6 100.8 •DitlerenI Sealant Deptti? W Multiplvl)y2 5fl' Multi|]lyt^rZ5 r Multiply by 4 1-1/4' Multiply 5 24" 24.000 19.6 IMPORTANT NOTE: Ttiis table is for estimation purposes only. Consult UL Fire Resistance Directory or STI F*roduct & Application Guide for specific installation requirements and Hmitattons [Metric Estimation Table available upon request. Fig. 3: ELECTRICAL, DATA OR COMMUNICATIONS - Gypsum Walls Cable Bundle LCl Sealant (Both Sides) Non-Metallic Conduit LCI Sealant (Both Sides) Gypsum Wallboard Assembly Gypsum, Wallboard Assembly UL System No.W-L-3169 F Rating: 1,2 Hr • T Rating: y4 and % Up to 4-1/2"cable bundle , Annulus: 0"toy2"» Sealant: 5/8" UL System No. W-L-2241 F Rating: 1,2 Hr • T Rating: 0, Vi, 1,1 -3/4 <2"Rigid PVC or ENIWT, CPVC, ABS Annulus: 0-1 "'Sealant 5/8" TABLE A: APPUCATIONS TESTED AND CLASSIFIED FOR FIRE RESISTANCE • Metallic Pipes including steel, iron, or copper pipe and tubing. • Nonmetallic Pipes, Conduits & Tubing including PVC, CPVC, ABS, and PEX. ' Electrical & Electronic Cabling including service entrance, power distribution, computer, telephone, and television. • Metal Ductwork including HVAC, bath and dryer vents. • Insulated Pipes including heating, cooling, and condensation applications. • Complete Wood Floor firestopping package for electrical, plumbing, HVAC, telephone, and television. STI Product Data Sheet • Series LCI Intumescent Sealant • FOD-5062 06/2007 Technical Service 1-800-992-1180 www.stifirestop.com INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Installation temperatures must be between 35°F (2°C) and 100°F (38°C). Allow product to dry a minimum of 24 hours before exposure to moisture. SYSTEM SELECTION: Selection of an appropriate firestop system design is critical to the fire protection process. Space limitations preclude highly detailed information pertaining to individual application systems. Please consult the Product & Application Guide as well as the UL® Fire Resistance Directory for additional information. FORMING; Some installations may require forming as either an integral part of the system or as an option to facilitate installation. In systems where forming is required, mineral wool batts with a minimum nominal density of 4 PCF (64 kg/m^) are generally required. Cut forming material oversize to allow for tight packing. Position forming material to allow for the proper depth of fill material. FILL IVIATERIAL: SpecSeal® LCI Sealant may be installed by caulking using a standard caulking gun or from bulk containers using a bulk loading caulk gun, or by manually troweling using a mason's trowel or putty knife. If the sealant tends to pull back from a surface, clean the surface with a damp rag or sponge and reapply. V\/ork sealant into all areas exercising care to eliminate voids or seams. The surface of the sealant can be smoothed using a putty knife dipped in water. Adding water to the sealant itself is not recommended. Sealant (when dry) may be painted using most non-solvent based paints. Fig. 4: BARE & INSULATED METALLIC PIPES - Wood Roor Assemblies Metallic Pipe ^ Wood Floor Assembly Or Insulated Metallic Pipe LCI Sealant LCI Sealant Wood Floor Assembly UL System No. F-C-1074 F Rating: 1 & 2 Hr • T Rating: Vi, Vi and 1 Hr Steel, Iron or Copper: 4"« Ctiase wall optional. Annulus: 0"to !"• Sealant: 5/8"bottom, M"top UL System No. F-C-5043 F Rating: 1 & 2 Hr • T Rating: % and 1 Hr Steel, Iron or Copper: 4" Pipe covering: 1"Fiber Glass, Mineral fiber or AB/PVC • Chase wall optional. Annulus: 0"to 1"* Sealant: 5/8"[)ottom, %"top. In gypsum wallboard penetrations, apply a minimum cove bead of 1/4" (6 mm) at the interface of the penetrant with both exterior wall surfaces. SMOKE SEALING: In some applications including firestop collars, SpecSeal® LCI Sealant is recommended as a smoke seal. It is suggested in these applications that the sealant be applied to both sides of walls. In floor applications, a sealing bead is suggested top and bottom. LIMITATIONS: SpecSeal® LCl Sealant is water- based and cures through the evaporation of water. Low temperatures as well as high humidity may retard drying. Non-porous or impermeable backing materials, plates, or coatings may retard the drying process. Do not paint or seal in any way that pre- vents contact with air until sealant has dried through completely. This product has been designed to be safe with plastics and has been used extensively and successfully with a variety of different types of plastic pipes, tubes, and plastic cable insulations. Variations in these materials however, make it impossible to guarantee compatibility. STI strongly recommends that the user consult with the manufacturer of the pipe, tubing, or cable in question regarding any known sensitivities or potential restrictions before applying this product Fig. 5: BARE & INSULATED METALLIC PIPES - Gypsum Walls LCI Sealant (Both Sides) LCI Sealant (Both Sides) Gypsum Wallboard Assembly UL System No.W-L-1222 F Rating: 1, 2 Hr • T Rating: V, %, 1 Hr Steel or Iron pipe: 8" Copper pipe: 4" Annulus: 0"to 2"» Sealant: 5/8" LCI Sealant (Both Sides) Gypsum Wallboard Assembly UL System Nos. W-L-5121, W-L-5122 F Rating: 1, 2 Hr • T Rating: 1 Hr & 1/4 Hr Steel or Iron pipe: 6", Copper pipe: 4" Pipe covering: Max. 2"fiber glass, y^AB/PVC or 2" mineral fiber Annulus: 0"to 1-1/2"'Sealant: 5/8" Gypsum ^ Wallboard Assembly AC Line Set UL System No. W-L-8025 F Rating: 1, 2 Hr-T Rating: Hr AC Line Set: Two copper tubes, one with '4"AB/PVC and thermostat wire Annulus: 0"to 1"» Sealant 5/8" STT Technical Service 1-800-992-1180 www.stlfirestoD.com STI Product Data Sheet • Series LCI Intumescent Sealant • FOD-5062 06/2007 MAINTENANCE No maintenance is normally required, however a periodic inspection of rated barriers is recommended to make sure that any new openings, modifications of previously installed firestops, or areas exhibiting physical damage, have been properly sealed or repaired. Subsequent sealing or repairs should be accomplished using SpecSeal® products per the original approved design. RETROFIT When adding or removing penetrants, care should be taken to minimize damage to the seal. Reseal using SpecSeal® products per the approved design. NOTE: New penetrants of a different nature than the original design may require a totally new firestop design or extensive modifications to the existing design. Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available through the Technical Library at www.stifirestnp.com. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. AVAILABILITY SpecSeal® Series LCI Sealant is available from authorized STI distributors. Consult factory or website for the names and locations of the nearest sales representatives or distributors. ORDERING INFORMATION CAT. NO. DESCRIPTION LCI300 Sealant 10.1 oz Tube LCI305 Sealant 5 Gal Pail LC1320 Sealant 20 oz Sausage LC1329 Sealant 29 oz Quart Tube 18.2 Cu In (300 ml) 1,155 Cu In (19.0 Liters) 36 Cu in. (592 ml) 52 Cu in. (858 ml) Addtion^ SpecSeal Products... Series SSS Sealant The industry's most versatile sealant provides the firestopping solutions for a wide range of combustible and noncombustible applications. Water-based intumescent sealant expands up to8X! Intumescent Wrap Strips Three grades of intumescent wrap strips provide an unmatched combination of flexibility, economy, and expansion (up to SOX). Systems for plastic pipes including FR Polypropylene up to 8" trade size! BSC & LCC Rrestop Collars Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVDF, and FRPP LCC Collars are available up to 4" and SSC Collars are avail- able up to 6" trade size. Firestop Mortar Lightweight, versatile and economical! The best choice for large or complex installations. SSP Firestop Putty Available both in bar form and in pads, putty provides easy retrofit for through-penetrations and economical protection for electrical boxes. Pensil® Silicones Sealants and loam for through-penetrations and construction joints. Unexcelled aging charac- teristics and flexibility. Elastomeric Joint Seals New economical products for sealing construction joints. Choose caulk or spray applied products tested to UL2079. CITY OF NEW YORK MEA 211-01-M IMPORTANT NOTICE: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed. • . WARRANTY Specified Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect occur in its goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase price. LIMITATIONS AND EXCLUSIONS: THIS WARRANT IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of sdler and manufacturer. MADE IN THE USA - COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC, Specified Technologies Inc. 200 Evans Way • Somerville, NJ 08876 | Toll Free: 800-992-1180 • F: 908.526.9623 STI Produd Data Sheet • Series LCI Intumescent Sealant • FOD-5062 06/2007 Technical Service 1-800-992-1180 — — vmw.stiflrestop.com ST"T. System No. W-L-2241 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 0, 1/4, 1 and 1-3/4 Hr (See Item 2) Section A-A 1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) 00. B. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design.Diam of opening to be 1 in. to 1-1/8 in. (25 to 29 mm) larger than outside diam of pipe. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One nonmetallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes, conduits and tubes may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be min 0 in. ( 0 mm, point contact) to max 1 in. (25 mm). B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA 70). Annular space shall be min 0 in. ( 0 mm, point contact) to max 1 in. (25 mm). D. Electrical Nonmetallic Tubing* - Nom 2 in. (51 mm) diam (or smaller) PVC tubing installed in accordance with Article 331 ofthe National Electrical Code (NFPA 70). Annular space shall be min 0 in. ( 0 mm, point contact) to max 1 in. (25 mm). E. Cross Linked Polyethylene (PEX) Tubing - Nom 1 in. (25 mm) diam (or smaller) SDR9 PEX tubing for use in closed (process or supply) piping systems. Annular space shall be min 0 in. ( 0 mm, point contact) to max 1 in. (25 mm). F. Acrylonitrile Butadiene Styrene (ABS) pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be min 1/4 in. (6 mm) to max 3/4 in. (19 mm). When Item 2A or 2B Is used, the T Rating is 1/4 hr. When Item 2C, 2D, or 2E is used, the T Rating is 1 hr and 1-3/4 hr for 1 hr and 2 hr fire rated walls, respectively. When Item 2F is used, T Rating is 0 hr. 3. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, min 1/4 in. (6 mm) diam bead of fill material applied at nonmetallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCl Sealant 'Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 14, 2004 ® W-L-2241 System No. F-C-2032 F Rating -1 Hr T Ratings - 1/4 and 1 Hr (See Item 2) Section A-A 1. Floor - Ceiling Assembly - The 1 hr fire-rated solid or trussed lumber joist floor-ceiling assembly shall be constructed of the materials and in the manner specified in individual L500 Series Floor-Ceiling Designs in the UL Fire Resistance Directory. The general construction details ofthe floor-ceiling assembly are summarized below: A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor-Ceiling Design. Max diam of floor opening is 4 in. B. Wood Joists - Nom 2 by 10 in. lumber joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging and with ends firestopped. As an alternate to lumber joists, nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. C. Furring Channels - (Not Shown) - Resilient galv steel furring installed perpendicular to wood joists (Item 1B) between gypsum board (Item 1D) and wood joists as required in the individual Floor-Ceiling Design. D. Gypsum Board* - Nom 4 ft wide by 5/8 in. thick as specified in the individual Floor-Ceiling Design. Gypsum board secured to wood joists or furring channels as specified in the individual Floor-Ceiling Design. Max diam of ceiling opening is 4 in. 1.1 Chase Wall - (Not Shown) - When required (See table under Item 2), the through penetrant (Item 2) shall be routed through a 1 hr fire-rated single, double or staggered wood stud/gypsum board chase wall. Depth of chase wall stud cavity to be min 1/2 in. greater than diam of opening cut in sole and top plates to accommodate the through penetrant (Item 2). The chase wall shall be constructed ofthe materials and in the manner specified in the individual U300 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Nom 2 by 4 in., 2 by 6 in. or double 2 by 4 in. lumber studs. B. Sole Plate - Nom 2 by 4 in., 2 by 6 in. or parallel 2 by 4 in. lumber plates, tightly butted. C. Top Plate - The double top plate shall consist of two nom 2 by 4 in. or 2 by 6 in. or two sets of parallel 2 by 4 in. lumber plates, tightly butted. Max diam of opening is 4 in. D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. The use of the chase wall is dependent upon the type of through penetrant used as specified in Item 2. Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 STI (800)992-1180 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 2, 2009 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Websiteivra/w.stifirestop.com F-C-2032 PAGE 1 OF 2 2. Through-Penetrants - One nonmetallic pipe, conduit or tubing to be installed within the firestop system. Diam of openings hole-sawed through flooring system and through gypsum board ceiling to be 1/4 in. to 1-5/8 in. larger than the outside diam of through-penetrant. Pipe, conduit or tubing to be rigidly supported on both sides of the floor-ceiling assembly. The following types and sizes of nonmetallic pipes, conduits or tubing may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Rigid Nonmetallic Conduit(RNC)+ - Nom 2 in. diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 1-1/2 in. diam (or smaller) Schedule 40 cellular or solid core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Polybutylene (PB) Pipe - Nom 1 in. diam (or smaller) SDR 11 PB pipe for use in closed (process or supply) piping systems. F. Cross Linked Polyethylene Aluminum-Cross Linked Polyethylene (PEX AL-PEX) Tubing - Nom 1 in. diam (or smaller) SDR 5 PEX-AL-PEX tubing for use in closed (process or supply) piping systems. G. Cross Linked Polyethylene (PEX) Tubing - Nom 1 in. diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) piping systems H. Electrical Nonmetallic Tubing (ENT)+ - Nom 2 in. diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70). The use of the chase wall (Item 1.1) is dependent upon the type and diam of through penetrant and type of piping system used as tabulated below: Type of Through Penetrant Max Diam of Through Penetrant In. Type of Piping System Use of Chase Wall PVC pipe (a) 2 Closed or Vented Optional RNC 2 Not Applicable Optional CPVC pipe (a) 2 Closed or Vented Optional ABS pipe 1-1/2 Closed or Vented Optional PB pipe 1 Closed Optional PEX-AL-PEX tubing 1 Closed Required PEX tubing 1 Closed Optional ENT 2 Not Applicable Optional (a) When nom diam of pipe exceeds 1 in. and chase wall (Item 1.1) is not used , T Rating is 1/4 hr. When 2A, 2B, 2C, 2E, 2F, 2G or 2H is used, the annular space shall be min 0 in. (point contact) to max 1-5/8 in. When 2D is used, the annular space shall be min 1/8 in. to max 1 in. unless the pipe is contained within a chase wall, in which case the minimum annular space is 0 in. (point contact). 3. Fill, Void or Cavity Material* - Sealant - Min 3/4 in. thickness of fill material applied within annulus on top surface of floor. Min 5/8 in. thickness of fill material applied within annulus on bottom surface of ceiling or lower top plate of chase wall assembly. Additional fill material to be installed such that a min 1/8 in. crown is formed around the through penetrant on bottom surface of ceiling or lower plate of chase wall assembly. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCl Sealant +Bearing the UL Listing Mark 'Bearing the UL Classification Marking Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 STI (800)992-1180 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 2, 2009 ' (908)526-8000 • FAX (908)231-8415 • E-Mail:techsen/@stifirestop.com • Website:www.stifirestop.com F-C-2032 PAGE 2 OF 2 ^ CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This fomri must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a buiiding permit. The City will not issue any building permit without a completed school fee form. Project Nanne: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: SLATES RESIDENCE CB110152 1417 CHESTNUT AVE 205-220-40-00 RON AND LINDA SLATES DETACHED 2DU V-B 1 New Dwelling Unit(s) Square Feet of Living Area in New Dwelling Second Dwelling Unit: 360 Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: City Certification of Applicant Information: Net Square Feet New Area KATHY GIRVIN Date: 3-07-11 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ^ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) Q Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) 1 1 San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2619) Contact: Nancy Dolce (By Appt. Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) 1 1 San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: B-34 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) ****************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building pennits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUr^BER B-34 Page 2 of 2 Rev. 03/09 / UWERSm II DOCtt 2010-0G91902 DEC 15, 2010 8:00 AM ..^ OFnOAL RECORDS 7 9 O C SAN DIEGO COUNTV RECOHDEH-S OFFICE " O 5 DAVIO L BUTLER. COUNTY RECORDER FEES: e44.00 OC: DC PAGES: 2 i OnkrN(>.liaUUI» Bi(nn¥N»«M5in-eit A-M) W«Pr UCOKfiEO MASt TO: RONALD SLATES. 3354 wri^htwood Dr. Studio Clty^CA 9160i STAii'AceJE'tmiivifwnaoiaiaavii GRANTDEED TNE UtaJERStaMED aiUNTOl«(S> BBOAKEiS) S conipiHr4oa>d]«itMofpi«pstyeoavayed,«r Bemp»tedMBjUi«tBaleaU<MW«lietlPifanmi«ia^ii««ttelltt« Q atioeotpcintaliKt; SI CirliM tOK A VALUABLE CONSIDSXAtlON. itceipt 6f which it hcfaty tdimAsipii. Hny Pcdenl CKW ValM, i«*by<3jiAini(S)«e Ronald Slates,a married man as his sole and ih«fciio>»iB|d(seriWieiip»opovbiihec«n»«f»iii»v.s'»ofc»B separate property So Ligil Duu^jMot) •ra KpvCTiba-1. »I0 Nsvy Fedenl Citdil Unj Br S.E. KFI? November 9, 2010 STAT* OF cooNTYor. Virginia ) Fairfax I On Wm„mt,,^ c ynmhtfettma Jflttllifer Roge Buae Wnt«vPuhli.^ ptnooiUy mt*ni S.E. Krieger Vice Praaldent ^ , ^ wfco pnmd 10IM onIIM tuStoTSiiEelnT*^^ intrumMt iBd iitlaiai^g*)] to m« lhat lii/Ae/llMy meeutDd DM Mme in hii/hsrniKlr uuksHied Oftil/fa), ai4 dm by bi9/h«/lheir'iitinnn(>) on 1b« lannmtst ibe pcmnCi), or die etiihy upe« Mfaairof wMch (ho p«rion<*) actnl txMUied the iMtnaaoit, I eortiiy under JENALTY OF FEXJURY oniter lh» hiw of Uw Swte af ^^^8^"^* .thwdnfOMROitll WITNESS ny bMid aid offldil toL (s«0 Jsnnlf«rRoMBus«r CemfflonwoaHh of \/ligtni< Noivy Public Cofnmlasion No. TsassBB My Csflunlalon Iffuet ilXfXr' Miii TB Anaemto: SAME AS ABOVE w A^Aen NaB« UI«W O CO S 9 D m 2 w eo < 01-04-2012 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR11080 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 1417 CHESTNUT AV CBAD PCR 2052204000 Lot#: $0.00 Construction Type: CB110152 SLATES RES FLOOR PLAN FLIP AND ENLARGE THE 2DU BY 60 SF 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Applicant: PETER AUDELO 4512 ALLENDE AVE OCEANSIDE 92057 760-672-5222 Owner: BUNCE FELICIA L 1415 CHESTNUT AVE CARLSBADCA 92008 ISSUED 06/10/2011 KG 06/30/2011 06/30/2011 Plan Ctieck Revision Fee Fire Expedited Plan Review Additional Fees $322.50 $0.00 $0.00 Total Fees: $322.50 Total Payments To Date: $322.50 Balance Due: $0.00 inspector: FII^AL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' You have 90 days from the date this pennit 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(a), 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 attacit, review, set aside, void, or annul their imposition. You 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 project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously othenitise expired. 06-22-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CBl 10152 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1417 CHESTNUT AV CBAD RESDNTL Sub Type: 2DU 2052204000 Lot#: 0 $49,337.20 Construction Type: 5B Reference #: 1 Structure Type: SFD 1 Bathrooms: 1 SLATES RES- BUILD NEW 420 SF DETACHED SDU Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Cfieck # ISSUED 01/20/2011 LSM 05/05/2011 05/05/2011 PY Applicant: PETER AUDELO Owner: BUNCE FELICIA L 4612 ALLENDE AV OCEANSIDE 92057 760 672 5222 1415 CHESTNUT AVE CARLSBAD CA 92008 Building Permit $418.56 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $272.06 Meter Fee $0.00 Add'l Plan Check Fee $130.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong IVIotlon Fee $4.93 PFF (3105540) $897.94 Park in Lieu Fee $0.00 PFF (4305540) $828.86 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $1,621.80 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $98.00 Renewal Fee $0.00 ELECTRICAL TOTAL $35.00 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $43.50 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing InLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Sewer Fee $1,096.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bidg Stands (SB1473) Fee $1.00 Fire Sprinkler Fees $260.00 TOTAL PERMIT FEES $5,707.65 Total Fees: $5,707.65 Totai Payments To Date: $5,384.39 Balance Due: $323.26 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please tai<e NOTICE that approval of your project includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pennit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment Code Section 66020(a), and file the protest and any other required infomiation with the City Manager for processing in accordance with Carisbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attacii, review, set aside, void, or annul their imposition. You 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 sen/ice fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previouslv othemvise expired. ^ CITY CARLSBAD O F PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ^Cj^ i / 0 Original Plan Check No. l\a i ^ "Z- ProjectAddress ^tAte^kJc^r Date (&HQ^l/ Contact ^fel&g^ ^CK3fc^ Ph^l- ' 6^^^ p2^?3f-^^y Email ^<^i>i-OeJ^ & 4^.uer Contact Address 41^2^ A^iU^M^ City ^^i^ Zip ^^^7 General Scope of Work l:Pt^tfcfc.<^^ Ut^ij^ (^t^ag^ ('''=^^K>> 4 d4^W<gr«^ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: B Plans H Calculations • Soils Energy gf Other '^^^f^M^jg.^^ 2 Describe revisions in detail 3 List page(s) wfiere eacfi revision is sfiown 4 List revised sfieets tliat replace existinq sheets 5 Does this revision. In any way, alter the exterior of the project? |S Ves 6 Does this revision add ANY new floor area(s)? jXl Ves Q No T Does this revision affect any fire related issues? 0 Yes • No 8 Is this a complete set? ^ Yes • No • No ^Signature- 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlstjadca.gov Fax: 760-602-8558 ^ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for PCR11-80 (CB110152) Project Address: 1417 Chestnut Avenue Date: June 13,2011 APN: 205.220-40-00 Project Description: Add approximately 60 sf to second dwelling unit Valuation: ENGINEERING Contact: Linda OntiveroS Phone: (760)602-2773 Email: linda.ontiveros@carlsbadca.gov Fax: (760)602-1052 • RESIDENTIAL TENANT IMPROVEMENT n RESIDENTIAL ADDITION MINOR (<$20,000.00) • CARLSBAD COMPANY STORES • PLAZA CAMINO REAL • COMPLETE OFFICE BUILDING [Z] OTHER: Revisions OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: REMARKS DATE:Junel3,2011 E-36 Notification of Engineering APPROVAL has been sent to via on Page 1 of 1 REV 4/30/11 (0 ra n T- CM CO « % % •g -g -6 0) a> ffi ^ .c .c OOO • • • • PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Pian Ciiecl< No. PCR 11-80 Address 1417 Chestnut Avenue Planner Chris Sexton Phone (760) 602-4624 APN: 205-220-40 Type of Project & Use: sdu. Net Project Densitv: 1.0 DU/AC Zoning: RJ. General Pian: RLM Facilities l\/lanagement Zone: 1 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: ^ Item Compiete • Item Incomplete - Needs your action Environmental Review Required: YES • NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? if not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES • NO • TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? if not, state conditions which require action. Conditions of Approval: Q G Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES EH NO O If California Coastal Commission Authority: Contact them at - 7575 l\/letropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): • • Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HIVIP, complete HMP Permit application and assess fees in Permits Pius (A/P/Ds, Activity i\/laintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/tal<en, UPDATE!) • • Inclusionary Housing Fee required: YES • NO • (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity iVIaintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A • previously completed Rev 6/11 Site Pian: • • 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 setbaci<s 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 • •• 1. Applicability: YES • NO • • • • 2. Project complies: YES • NOO • • • • • Zoning: 1. Setbaci<s: Front: Interior Side: Street Side: Rear: Top of slope: Required Shown. Required ; Shown. Required Shown. Required Shown _ Required Shown. 2. Accessory structure setbaclcs: Front: Interior Side: Street Side: Rear: Structure separation: Required 20' Shown 20'+ Requiredg: Shown 6; Required Shown _ Required IZ Shown 12' Required Shown _ • • 3. Lot Coverage: Required <40% Shown 27.65% • • 4. Height: Required >14' Shown >14' S O CH 5. Parl<ing: Spaces Required 1 Shown 1 (breal<down by uses for commerciai and industrial projects required) Residential Guest Spaces Required Shown • • D Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COiVIPUTErt^l^^^rOATE (ozL^^ ' / Rev 6/11 EsGil Corporation In VartnersHip ivitli Qovemment for <BuiCc[ing Safety DATE: 06/20/2011 • AEEUCANT • (JURIS^ JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 110152(PCR11080) SET: I PROJECT ADDRESS: 1417 Chestnut Ave. PROJECT NAME: Detached 2»<i Dwelling for Slates Residence ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. r~] 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI Esgil Corporation staff did not advise the applicant that the plan check has been completed. I I 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 Email • REMARKS: By: Aaron Goodman Enclosures: EsGil Corporation • GA • EJ • PC 06/13/2011 9320 Cliesapealfe Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 110152(PCR11080) 06/20/2011 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 110152(PCR11080) PREPARED BY: Aaron Goodman DATE: 06/20/2011 BUILDING ADDRESS: 1417 Chestnut Ave. Set I BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation IVIultiplier Reg. IVIod. VALUE ($) Addition/Revision 60 Air Conditioning Fire Sprinklers X TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: I I Repetitive Fee Repeats • Complete Review • Othier [2] HoMlk Es6il Fee • Structural Only $86.00 Hrs. @ Based on hourly rate Comments: Review Addition, revision and sprinkler system revision. $322.50 $258.00 Sheet 1 of 1 Structural Design Plus 15053 Ventura Blvd, # 205, Sherman Oaks, CA 91403 TEL: 818.905.9871 Fax: 818.905.9873 Revision Calculations For: Project: Job Address: Slate Property 7 141S Chestnut Avenue Carlsbad, CA 91604 Designer: Peter A udelo Engineer: Dean Almalla, PE Proj. Engr: EM Job#: Date: 11-AUD-Ol (rev) 06-01-2011 JOB. STRUCTURALDESIGN PLUS, INC. \ -7 15053 VENTURA BLVD., STE. 205 ' °^ ^ SHERMAN OAKS, CALIFORNIA 91403 CALCULATEDBY HATP ^/\\ CHECKED BY DATE. SCALE : £^ ^ 153.4 f^h 2fS- : ^ ^^"^ ' ^ . . . ^ c^. 111- \ ..... ""I _ icr-Tcr ' ,''4.: ,. _;..:V osc^^ .l^C^y-X Ut. ^^^^P. = '>'"i^ A^Dis-rz^c^, ••2^r • • 13 ns % . SZ il ••"1 I n PRoni ir.T wi? STRUCTURAL DESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERIVIAN OAKS, CALIFORNIA 91403 SHEETNO.. CALCULATED BY_ CHECKED BY SCALE 1^ 0F_ DATE. DATE. V- : , ni -1 ' / i i I + / HI) J. • • L n PRnni trr 9n7 STRUCTURAL OESIGN PLUS, INC. 15053 VENTURA BLVD., STE. 205 SHERMAN OAKS, CALIFORNIA 91403 JOB. SHEETNO.. 0F_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. CM n li 0^ '^a^A'^Mr )3^ li STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 Shermari Oaks, CA 91403 P; (818) 905-9871 & 2 Title; Dsgnr: Project Desc; Slate Property Project Notes; Job# 11-AUD-Ol i V I Wood Beam: Description: Material Properties i CB-1 Printed: 1JUN 2011, 1:28PM File C\Do(Xjih8ntsaxl Setbngs\0plus5ijl^^^ eNEUCM&MC. ^Smn, Ver 6 SiOO. Licensee : Calculations per NDS 2005, IBC 2006. CBC 2007, ASCE 7-OS Analysis Method: Allbvwable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade iLevel Truss Joist Paraliam PSL 2.0E Beam Bracing : Completely Uribraced Fb Tension 2,900.0 psi Fb Compr 2,900.0 psi Fc-PrII 2,900.0 psi Fc-Perp 750.0 psi Fv Perp 290.0 psi Ff 2,025.0 psi E: Modulus of Elasticity Ebend-xx 2,000.0ksi Eminbend-XX 1,016.54ksi Density 32.210pcf : 5.25x11.25 Span = 20.50 ft Applied Loads Beam self weight calculated and added to loads Uniform Load: 0 = 0.02750, Tributary Width = 1.G ft, (CEILING) Point Load: D = 1.40, Lr = 1.750 k@ 10.250 ft, (RB) Point Load: D = 0.390 k @ 10.250 ft, (CB-2) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.763 1 Section used for this span - , 5.25x11.25 fb: Actual = 2,197.66psi FB: AHovrable 2,856.10psi Load Combination +0-tLr-HH Location of maximum on span = 10.250ft Span # where maximum occure^^. ; =^^ Span#1- Maximum-Oefiection Max DovvnwardJL>Lr+^^^ 0.439 in Max Upward L+Lr+S Deflection '.' 0.000 in Max Downward Total Deflection 1.019 in Max Upward Total Deflection 0.000 in Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv: Actual Fv; Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio: 560 O<360 241 0<240 Design OK 0.188 :1 5.25x11.25 54.60 psi 290.00 psi +D-iir+H 0.000 ft .Span#1 Maximum Forces & Stresses for Load Combinations Load Combinatton Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V C f/v Cr C m c, Mactual ftHlesign Fb-altow Vactual fv-design Fv-allow --r::-r-:-:. 1,225.80 1.27 32.37 290.00 Length = 20.50 ft 1 0.429 0.112 1.000 1.000 1.000 1.000 1.000 11.31 1,225.80 2,856.10 1.27 32.37 290.00 -K)+Lr-t« Length = 20.50 ft 1 0.769 0.188 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 20.28 2,197.66 2,856.10 2.15 54.60 290.00 +O-K).750Lr-K).750L+H Length = 20.50 ft 1 0.684 0Tl69 " • 1.000 1.000 ' 1.000 1.000 1.000 1.000 1.000 1.000 1.000 18.04 1,954.69 2,856.10 1.93 49.04 290.00 -•O-K).750Lr-K).750L+0.750W+H Length = 20.50 ft 1 0.684 ^orreff- • 1.000 1.000 1.000 1.000 vm 1.000 1:000 1.000 1.000 18.04 1,954.6& 2,856.10 1.93 49.04 290.00 +£)-K).750Lr-K).750L+0.6250E-*H Length = 20.50 ft 1 0.684 0.169 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 18.04 1,954.69 2,856.10 1.93 49.04 290.00 STRUCTUWUr^lESIGN PLUS 15053 Ventura Blvd, Suite 205 Sher'mai^Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# 11-AUD-01 5/ Printed: 1 JUN 2011. 1:28PM : RjeTc^unwnlsand Setlings\D|)lusSMy IWumenlsvENERCALC Data FihsV11 auMI (iiaip «i},acb b Licensee : Description: _ CB-1 -©voFaitlAaiimum Deflections -Unfactored Loads Load Combination Span Max.'-'Defl Location in Span Load Combination Max.'+' Defl Locatton in Span D-K-r Vertical Reactfons • Unfactored 1.0187 10.353 Support notation: Far left is #1 0.0000 Values in KIPS 0.000 Load Combination "Overall MAXimum -D0flty LrOnly D-H-r Support!. Support 2 2.187 1.312 0.875 : 2.187 2.187 131*' 0.875 2.187 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 Shemian Oaks, CA 91403 P: (818) 905-9871 & 2 Title: Dsgnr; Project Desc: Slate Properly Project Notes: Job# 11-AUD-01 Wood Beam Description: CB-2 [material Properties Printed: 1 JUN 2011, 1:28PM 'FiiePc \Oocuinents wd Setlings\DplusS\My~C)ocuinmls£NERC^LC 0^ Files\11-aiM1 IflslB i«s].ac6 b ENERCALC INC 198U011,V^6ZOO. N873e8 I Licensee : Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade :No.1 Beam Bracing : Completely Unbraced Fb - Tension Fb - Compr Fc-Pril Fc - Perp Fv Ft 1,000.0 psi 1,000.0 psi 1,500.0 psi 625.0 psi 180.0 psi 675.0 psi £: Modulus of Elasticity Ebend-xx 1,700.0ksi Eminbend-XX 620.0ksi Density 32.21 Opcf D(0.G525) Lr(0.105) Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.010, Lr = 0.020 ksf. Tributary Width = 5.250 ft, (CEILING) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb: Actual FB: Allowable Load Combination Lxation of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.705 1 Maximum Shear Stress Ratio 4x10 Section used for this span 836.72psi fv: Actual 1,186.31 psi Fv: Allowable -tO-ttr+H Load Combination 6.500ft Location of maximum on span Span # 1 Span # where maximum occurs 0.173 in Ratio = 900 0.000 in Ratio = 0 <360 0.272 in Ratio = 573 0.000 in Ratio = 0 <240 Design OK 1 0.245 4x10 44.16 psi 180.00 psi +D+Lr+H 12.285 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Cd C f/v Cr -HD Length = 13.0 ft 1 0.256 0.089 1.000 1.200 1.000 +0+Lr-tH 1.200 ^T.OOO Length = 13.0 ft 1 0.705 0.245 1.000 1.200 1.000 +O-t0.750Lr-K).750L+H 1.200 1.000 Length = 13.0 ft 1 0.593 0.206 1.000 1.200 1.000 +Oi0.750Lr-t0.750L-K).750W-tH -4.2Q0-1.000 Length = 13.0 ft 1 0.593 -0.206 MM 1100 1.000 •HD-K).750Lr-K).750L-K).5250E-HH 1.200 1.000 Length = 13.0 ft 1 0.593 0.206 1000 1,200 1.000 Summary of Moment Values Sumraaty of Shear Values ' m Ct Mactual fb-design Fb-altow Vactual fv-design Fv-allow 1.000 1.26 303.43 1,186.31 0.35 16.01 180.00 1.000 1.000 3.48 836.72 1,186.31 0.95 44.16 180.00 1.000 1.000 2.93 703.40 1,186.31 0.80 37.12 180.00 1.000 - 1.000 2.93 703.40 1,186.31 0.80 37.12 180.00 1.000 1.000 2.93 703.40 1,186.31 0.80 37.12-180.00 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl " Location in Span Load Combination Max."+" Defl Location in Span 1 0.2719 6.565 0.0000 0.000 STRUCTURAL DESIGN PLUS 15053 Ventura Blvd. Suite 205 ' Sherinan Oaks, CA 91403 P: (818) 905-9871 & 2 Wood Beam Lie. # : Kvv-06002712 Description: CB-2 Vertical Reactions - Unfactored Title: Dsgnr: Project Desc: Slate Property Project Notes: Job# II-AUD-01 1. Printed: 1 JUN 2011, 1:28PM File CibbcumentsaridSettlngs\OplusSiiMyDooiinefMENERCALCDatanie«\11-8Ud41 (sMeres].«6 k i£.iNC. m»11 VenfiZOa H61XB ' Licensee : Support notatton: Far left is #1 Values in KIPS Load Combination Overall MAXimum DOnly LrOnly D-M-r Support 1 , SuppDrt2 1.071 o:38r 0.683 1.071 1.071 0.38ff, 0.683 1.071 BUILDING ENERGY ANALYSIS REPORT PROJECT: Slates Guest House 1415 Chestnut Ave. Carlsbad, CA 91604 Project Designer: Report Prepared by: Darlena Price STRUCTURAL DESIGN PLUS 15053 Ventura Blvd., Suite 205 Sherman Oaks, CA 91403 818.905.9871 Job Number: 11-AUD-Ol RRR Date: 6/7/2011 The EnergyPro computer program has been used to perfonn the calculations summarized in this comj authorized by the Califomia Energy Commission for use with both the Residential and Nonresidenti; This program developed by EnergySoft, LLC - www.energyi EnergyPro 5.1 by EnergySoft User Number. 4125 RunCode: 2011-06-07715:03:08 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 EnergyPro 5.1 by EnergySoft Job Number ID: 11 -AUD-01 RRR User Number 4125 PERFORMANCE CERTIFICATE: Residential (Parti of5) CF-1R Project Name Slates Guest l-iouse Building Type 0 Single Family • Addition Alone • Multi Family • Existing-n Addition/Alteration Date 6/7/2011 Project Address 1415 Ctiestnut Ave. Carlsbad California Energy Climate Zone CA Climate Zone 07 Total Cond. Floor Area 427 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST • Yes • No HERS Measures - If Yes, A CF-4R must be provided per Part 2 of 5 of this form. • Yes • No Special Features - If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity jfl^ Features (see Part 2 of 5) Status Wall Wood Framed R-13 653 New Door Opaque Door None 21 New Roof Wood Framed Attic R-30 427 New Slab Unheated Slab-on-Grade None 427 Perim = 62' Existing FENESTRATION U- Exterior Orientation Area(^ Factor SHGC Overhang Sidefins Shades Status Front (E) 12.0 0.370 0.29 none none Bug Screen New Rigtit (N) 27.0 0.370 0.29 none none Bug Screen New Rear(W) 16.5 0.370 0.29 none none Bug Screen New Left(S) 12.0 0.370 0.29 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Fumace 80% AFUE Packaged Air Conditton 14.0 SEER No Setbacl< New HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R-Value Status Waii Fumace Ductless/witti Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Instant Gas 0.84 Kitchen Pipe Ins New EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-0$-07T15:03:08 ID: 11-AUD-01 RRR PageSofll PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1R Project Name Slates Guest House Building Type • Single Family • Multi Family • Addition Alone • Existing-H Addition/Alteration Date 6/7/2011 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that othenvise complies based on the adequacy of the special justification and documentation submitted. HERS REQUIRED VERIFICATION items in tiiis section require field testing and/or verification by a certified HERS Rater. Tlie inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. EnemvPro 5.1 by EnergySoft User Number. 4125 RunCode: 2011-06-07715:03:08 ID: 11-AUD-01 RRR Paae4 of 11 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1R Project Name Slates Guest House Building Type 0 Single Family • Addition Alone • Multi Family • Existing-n Addition/Alteration Date 6/7/2011 ANNUAL ENERGY USE SUMMARY "•"^^ (kBtu/ft^-yr) standard Proposed Margin "•"^^ (kBtu/ft^-yr) Space Heating 3.41 4.18 -0.77 Space Cooling 6.66 7.97 -1.31 Fans 3.95 4.57 -0.62 Domestic Hot Water 55.49 29.98 25.51 Pumps 0.00 0.00 0.00 Totals 69.52 46.71 22.81 Percent Better Than Standard: 32.8% BUILDING COIVIPLIES - NO HERS VERIFICATION REQUIRED Building Front Orientation: Number of Dwelling Units: Fuel Available at Site: Raised Floor Area: Siab on Grade Area: Average Ceiling Height: Fenestration Average U-Factor: Average SHGC: (E) 90 deg 1.00 Natural Gas 0 427 9.0 0.37 0.29 Ext. Walls/Roof (E) (S) (W) (N) Roof Wall Area 182 189 182 189 427 TOTAL: Fenestration/CFA Ratio: Fenestration Area 12 12 17 27 0 68 15.8% REMARKS STATEMENT OF COMPUANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company STRUCTURAL DESIGN PLUS Address ^5053 Ventura Blvd., Suite 205 City/State/Zip Siienrian Oa/cs, CA 91403 Name Dariena Price Phone 818.905.9871 6/7/2011 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, 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) Company Address Name City/State/Zip . Phone Signed License # Date EnergyPro 5.1 by Ene/wSoft User Number 4125 RunCode: 2011-06-07715:03:08 iD: 11-AUD-Ol RRR Paae5 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1R Project Name Slates Guest House Building Type Q Single Family • Addition Alone • Multi Family • Existing-f Addition/Alteration Date 6/7/2011 OPAQUE SURFACE DETAILS Surface Type Area U- Factor Insulation Azm Tilt Status Joint Appendix 4 Location/Comments Surface Type Area U- Factor Cavity Exterior Frame Interior Frame Azm Tilt Status Joint Appendix 4 Location/Comments Wall 749 0.102 R-13 90 90 New 4.3.1-A3 Zone 1 Door 21 0.500 None 90 90 New 4.5.1-A4 Zone 1 Wall 162 0.102 R-13 0 90 New 4.3.1-A3 Zone 1 Waii 165 0.102 R-13 270 90 New 4.3.1-A3 Zone 1 Waii 177 0.102 R-13 180 90 New 4.3.1-A3 Zone 1 Roof 427 0.031 R-30 • 180 0 New 4.2.1-A20 Zone 1 Slab 427 0.730 None 0 180 Existing 4.4.7-A1 Zone 1 FENEST RATO NSUR FACE DETAIU ID Type Area U-Factor' SHGC'' Azm Status Glazing Type Location/Comments 1 Window 12.0 0.370 NFRC 0.29 NFRC 90 New Velux Comfort (75) Lowe2/Arg Zone 1 2 Window 12.0 0.370 NFRC 0.29 NFRC 0 New Velux Comfort (75) Lowe2//^ Zone 1 3 Window 15.0 0.370 NFRC 0.29 NFRC 0 New Velux Comfort (75) Lowe2//^ Zone 1 4 Window 10.5 0.370 NFRC 0.29 NFRC 270 New Velux Comfort (75) Lowe2/Arg Zone 1 5 Window 6.0 0.370 NFRC 0.29 NFRC 270 New Velux Comfort (75) Lowe2/Arg Zone 1 6 Window 12.0 0.370 NFRC 0.29 NFRC 180 New Velux Comfort (75) Lowe2/Arg Zone 1 (1) U-Factor Type: 116-A = (2) SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value Default Table from Standards, NFRC ^ Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hgt Wd Len Hgt LExt RExt Overhang Left Fin Dist Len Hgt Dist Len Right Fin Hgt Bog Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 Bug Screen 0.76 EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-06-07715:03:08 ID: 11-AUD-01 RRR Page 6 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1R Project Name Slates Guest House Building Type • Single Family • Addition Alone • Multi Family • Existing-f- Addition/Alteration Date 6/7/2011 BUILDING ZONE INFORMATION System Name Zone Name Floor Area (ft^) Volume Year Built System Name Zone Name New Existing Altered Removed Volume Year Built Wall Fumace Zone 1 427 3,843 2000 Totals 0 0 427 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Wall Fumace Central Fumace 80% AFUE Packaged Air Cond'ittone 14.0 SEER No Setback New HVAC DISTRIBUTION System Name Heating Cooling Duct Location Duct R-Value Ducts Tested? Status Wall Fumace Ductless / witti Fan Ductless n/a n/a • New • • WATER HEATING SYSTEMS System Name Qty. Type Distribution Rated Input (Btuh) Tank Cap. JgaL Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Takagi T-K2 Instant Gas Kitctien Pipe ins 185,000 0.84 n/a n/a New MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Qty. HP E E ^ 2? LU a. Hot Water Piping Length JtL. Plenum Outside Buried ^1 •o = •o <2 < S System Name Pipe Length Pipe Diameter Insul. Thick. • • • • • • EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-06-07715:03:08 ID: 11-AUD-01 RRR Page 7 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 1 of 3) MF-1R Project Name Date Slates Guest House 6/7/2011 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111 (a). §117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. §118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof Is specified on the CF-1 R Form. *§150(a): Minimum R-19 insulation In wood-frame ceiling or equivalent U-factor. §150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150(c): Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *§150(d): Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. §150(f): Air retarding wrap is tested, labeled, and installed according to ASTM El 677-95(2000) when specified on the CF-1R Form. §150(g): Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 penn/inch and shall b)e protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150(e)1 A: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. §150(e)2: Continuous buming pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150(h): Heating and/or cooling loads are calculated in accordance with ASHFtAE, SMACNA or ACCA. §150(1): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §150G)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the intemal insulation R-value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(1)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. §150(j)3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(j)4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-06-07715:03:08 ID: II-AUD-01 RRR Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1 R Project Name Slates Guest House Date 6/7/2011 §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum 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 181 A, or UL 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 §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed 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. §150(m)2D: Joints and seams of duct systems and their components shaH not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150(m)7: Exhaust fan systems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment 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. " §150(m)10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. §114(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150(p): Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150(p). Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by §150(k)2. §150(k)3: The wattage of permanently installed luminaires shall be determined as specified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a pennanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket. §150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). §150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of pennanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(K)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-06-07715:03:08 ID: 11-AUD-01RRR Page 9 of 11 MANDATORY MEASURES SUMMARY: Residentiai (Page 3 of 3) MF-1R Project Name Slates Guest House Date 6/7/2011 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual- on occupant sensor that complies with ttie applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150(k)11. §150(k)12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Undenwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptioni to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for partying lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130,132,134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130,131,134, and 146. §150(k)16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of §119. EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-06-07715:03:08 ID: 11-AUD-01RRR Page 10 of 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Slates Guest House Date 6/7/2011 System Name Wall Fumace Floor Area 427 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 39,400 Total Room Loads 197 5,047 452 136 6,446 Total Output (Btuh) 39,400 Return Vented Lighting 0 Output (Btuh/sqft) 92.3 Return Air Ducts 0 0 Gooiing System Return Fan 0 0 Output per System 24,900 Ventilation 60 323 940 60 2.329 Total Output (Btuh) 24,900 Supply Fan 744 -744 Total Output (Tons) 2.1 Supply Air Ducts 0 0 Total Output (Btuh/sqft) 58.3 Total Output (sqft/Ton) 205.8 TOTAL SYSTEM LOAD 6,114 1,392 8,031 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow (cfm) 800 Carrier 48PGN-03—3 21,607 2,710 39,400 Airflow (cfm/sqft) 1.87 Airflow (cfm/Ton) 385.5 Outside Air (%) 7.5% Total Adjusted System Output 21,607 2,710 39,400 Outside Air (cfm/sqft) 0.14 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEIM PSYCHROMETRICS [Airstream Temperatures at Time of Heating Peak) 34 °F Outside Air 60 cfm 70 °F < 67 "F • 113 "F —• Heating Coil Supply Fan 800 cfm 1 lUT ROOM 70 °F COOLING SYSTEM PSYCHROMETICS (Airstream Temperatures at Time of Cooling Peak) 83 / 68 °F Outside Air 60 cfm 78 / 61 "F •4 =• Cooling Coil Supply Fan 800 cfm 54 / 52^ 38.4 % ROOM J 78/61 °F EnergyPro 5.1 by EnergySoft User Number 4125 RunCode: 2011-06-07715:03:08 ID: 11-AUD-01RRR Page 11 of 11 ^ CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Slates Residence CB110152 1417 Chestnut Ave 205-220-40-00 Ron and Linda Slates Second Dwelling Unit residential New Dwelling Unit(s) Square Feet of Living Area in New Dwelling Second Dwelling Unit: 60 Square Feet of Living Area in SDU (additional to CB110152) Residential Additions: Net Square Feet New Area Commercial/industrial: City Certification of Applicant Information: Net Square Feet New Area Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ^ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) r~1 Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) 1 1 San Marcos Unified School District 255 Pio Pico Ave Ste 100 San Marcos, CA 92069 (290-2619) Contact: Nancy Dolce (By Appt. Only) 1 1 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 x1166) 1 1 San Dieguito Union High School District-By Appointment Only 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner Is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: B-34 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) ****************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Cj^SbA A Uni Ail/ SJA^ ^hh B-34 Page 2 of 2 Rev. 03/09 I C < 3 eg)