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2113 ALGA RD; ; PC150007; Permit
09-15-2015 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Permit No: PCI 50007 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2113 ALGA RD CBAD PLANCK 2152200600 Lot#: $0.00 Construction Type: FRICKMAN RESIDENCE: 204 SF ADDITION OF BED/BATH/LAUNDRY /// 638 SF 2DU Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: APPROVED 02/03/2015 JMA 09/15/2015 Applicant: BRENT REEDER Owner: FRICKMAN MICHAEL T&HEATHER R 9202 SHADOW HILL RD SANTEE CA 92071-3239 619-200-8912 2113 ALGA RD CARLSBAD CA 92009 Plan Check Fee $200.00 Additional Fees $0.00 Total Fees: $200.00 Total Payments To Date: $200.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE Rease take NOTICE ttiat approval of your prqjed indudes the "Itrpositicin" of fees, dedications, reservations, or other exactions hereafter collectively referred to as Tees/exactions." You have 90 days frorri the date this perrrit was issued to pretest irrpositicri of these fees/exa^ If you protest therrv you nnust fdlow the pfrtest procedures sel forth in Go^emrriefit Code Secdon 66020(a), and fil^ processing in acoordance with Carlsbad Munidpal Code Sedion 3.32.030. Failure to titrely fdlow that procedure vwll bar any subsequent legal adion to attacK review, set aside, \xiid, ar annul ttieir innposition. You are hereby FURTHER NOTIHED that your right to protest the spedfied fees/exacfions DOES NOT changes, nor planning, zoning, grading or other similar application processing or service fees in oomedion vwth this projed. NOR DOES ITiAPPLY to any fees/exactlons of v\<iich vou liave previouslv been dven a NOTICE sinilar to this, a as to v\liich the statute of limitaticns has creviouslv dherwise expired. [THI THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: • PLANNING nENGINEERING • BUILDIMG DFIRE • HEALTH nHAZMAT/APCD Plan Check No. 'p^ (0 7^ Ccityof Carlsbad Buiiding Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carisbadca.gov www.carlsbadca.gov EsL Value Plan Ck. Deposit Date zf3llS~ SWPPP JOBADDRESS 2113 Alga Road SUTEf/SPACEt/UNIT* 215 220 06 00 CT/PROJECT # Bill Freemar (858) 405-45! # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE V-B DESCRIPnONOFWORK: htelude Square Feet of AtfeelmlAna(») Addition / Roniodd'wf Existing Single Family Dwelling ^AAI oa^^-X New 2nd Dwelling Unit above Garage ^^/^Sf^ EXISTING USE Residence PROPOSED USE Residence GARAGE (SF) +16 PATIOS (SF) DECKS (SF) 104 FIREPLACE YEsQf NOfTI AIRCONDITIONING YESPHNOI I FIRESPRINKLERS YESrTlNOj I APPUCANT NAME Brent Reeder PROPERTY OWNER NAME Micheal & Heather Frickman ADDRESS 9202 Shadow Hill Rd ADDRESS 2113 Alga Rd CITY Santee. CA 92071 STATE ZIP arv Carlsbad STATE CA ZIP 92009 PHONE (619) 200-8912 FAX PHONE FAX EMAIL bvreeder@cox.net EMAIL DESMN PROFESSIONAL Accudraft Incorporated CONnUCTOR BUS. NAME Freeman's Construction Inc. ADDRESS 1338 D Street ADDRESS 713 D Street, SuiteC CITY Ramona STATE CA ZIP 92065 OTY Ramona STATE CA ZIP 92065 PHONE (760) 788-9391 FAX (760) 788-0252 PHONE (760) 788-6846 FAX EMAIL wwvlie@accudraftinc.com EMAIL bill.freeman@tfgonline.com 494766 B aTYBUS.UC.# (Sec. 7031.5 Business and Professions Code; Any City or County which requires a permitto construct, atter, improve, demolish or repair any structure, priorto 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 (Cliapter 9, commenaing 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 t)y any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred doiiars {$500)). Worken' Com|Mnsatlon DedaraUon; / /leieby sSfirm under penalty of perjury one of the fbSowing declarations: SI have and will inaintain a certificate of consent to setf-insure ibr wcrkers' compensation as pravided by Sectjon 3700 of the Labor Code, fbr the perfbrmance of the wodt fbr wtiicti this pennit is Issued. I Iiave and wiH maintain vwrkers' compensatian, as required by Sectjon 3700 of the Labor Code, Ibr the perfomiance of the worit fbr which this pemiit is issued. My woriters' compensaUon insurance carrier and policy number are; Insuiance Co._ State Compensation Insurance Fund Pdicy No. _ 9091122 Expiration Date _ 3/112015 Tt^ section need not be completed If the pemiK is for one hundred doHars (t100) or less. Qj Certificale of Exemption: I certify that in the perfonnance of the worit fbr which this pemilt is issued, I shall not employ any peison in any manner so as to become sutiject to the Woriters' (Compensation Laws of Califbmia. WARNiNG: Failure to secure woriters' compensation coverage is unlawful, and shall subjact an employerto criminal penalties and dvil fines up to one hundied thousand dolan (&1(I0,000), in addiUon to the cost of compansation, damages UDrovlded for in Section 3706 of the Lalior code, interest and attomey's fees. J^LUNIRMJIiW—MWWt t^D^^yt tgAGENT DATE S / U / ^ 5 Ni R-BUILDER OECLARATION //leretjr afffiim fM f am exempf film Confnacfor's Liixnse Law for Ifie fblloi^ I I I, as owner of the property or my employees with wages as their sole compensation, will do the worit and the stnjcture Is not Intended or offered fbr sale (Sec 7044, Business and Piofessions Code; Tfie Contractors License Law does not apply to an owner of property who builds or improves theieon, and who does such worit himself or through his own employees, provided that such improvements aie not Intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder wHI have the buiden of proving that he did not buid or improve fur the purpose of sale). I, as owner of ttie property, am exclusively contracting with licensed contractois to constnjct the praject (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who buids or improves thereon, and contracts for such projects wilh contiactoi(s) licensed puisuant to ttie Contiactors Ucense Law). I I I am exempt under Section. .Business and Professions Code far this reason; 1.1 persona^ plan to provide ttie major labor and materials for constnjction of ttn pro|X)sed property improvemen I lYes I ho 2.1 (have / have not) signed an appUcation fbr a building pemiit for ttie proposed worit. 3.1 have contracted witti ttie fbllowing person (fimi) to provide ttie proposed construction (jnclude name address / phone / contractors' license number): 4.1 plan to provide portions of ttie worit, but I have hired ttie fbilowing person to coordinate, supenrise and provide ttie major worit (jnclude name / address / phone / contractors' license number); 5. t will provide some of ttie wortt, but I have contracted (hired) ttie following peisons to provide COMPLETE THIS SECTION F^R N O N - R E Sl^ iX> E N T I Al B U TL D I N G PERMITS ONLY Is ttie applicant or future building occupant required to submit a business plan, acutely hazardous materials registtatton fbmi or risk management and prevertion program under Sectkins 25505,25533 or 25534 of ttie Presley-Tanner Hazardous Substance Account Act? • Yes • No Is ttie applicant cr future buiding occupant requiied to obtain a permit from ttie air pollutkin control disttict or air quality management districr? O Yes • No Is ttie facility to be consttucted wittiinl ,000 feet of ttie outer boundary of a school site? OYes ONo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CIHNSTRUCTiON LENDING AGENCY I hereby aflirm that there is a construction lending agency fbr the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender'sName Lenders Address Si|» I* L t C A N T C E R T I F I C A Tl O ti iceiti^ thati have read the applkxdon and slate thatthe above iiAmutkn is conedand that the in^ Ihereby auttniize representative of ttie City of Caiisbad toenter upon the above mo^^ AGAINST Aa LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAD CITY IN CONSEQUENCE OF THE GRANTING OF THS PERMfT. OSH/\: An (3SHA peiinl Is lequired ibr excavatnns owr deep and derndibon or (Xinslnxjion EXPIRATION: Evety peimit issued by ttie Buiding I3llk»i under ttie piQvi^^ 180 days from ttie dale of such pemt or if ttie buiding w worit auttiorized by such permii is suspended or abandoned je^MVUCAHTS SIGNATURE DATE % SPECIAL iigsPECTiON P^T'-pr-mfe^^ r> cirr OF AGREEMENT iu5 Faraday Avenue /^Abl CRAn B-45 'wm^^ \^t^X\\mAjOF^LJf .yiovvy.carlsbaclca,gqvr' lil accordance: Wltti phapter 17 qf tbe Callfqrnie;-Bjji|{|ingrCP(ii$.tlte Allowing mast tie compteted 'Wiied \workttelng peifwmed requires special Inspectton, structural observation ;an(i canstruction .matenal teAlng. ^oject/Permit: ProjesctAddrfess;. A. THtS( SECTION MUST BE COMPLETED BYTHE PROPERTY OWNER/AUTHORIZeD:AdEMT. Please checfelf ybu ar& Owner-Builder •. (If you"cheefced.iasowner-buijcfBryou itiustatso:compietsSectipnSpfttbagregBBq^ Name:(PleasepiihiL V*^^ <^M&/^-,. _ IFiraj IM,fl (Laa) Email: lam: aPropetty Owner •Property Ovmer's Agent gf Recoid jBi^hiiteiji tff Record aSngiheer .Cif Record Stake Of Califomia Registrafion NuinbeL _ Expration nata- i o JL> ^ ° —J AGFtEQUENT; I. the undeFS^niati deolaria under penalty or pi^uiy under the laWs of the.^taie cf Galifornia, that ) have read, understand, aoknowlec^ and pirbmise io corr^jiy wftfi ihe Sty ^ Carisbad reiquirfimerife for ispedal inspjepficiris, . structural observ'atiobs, Qi»^ru^BQj»^ of .buildirig. obniparieiits, as |:yescritedlh the statement of special insgeiHlons^jp^n^ apbroyed plarts arid, as reqtiired by the CaliFornia Buildirg Code, Signattjrer J \^ jL_^-^ J-^ ,- VsAtc AZi^ • B. CONTRAprOR'S STATEMENT'OF RESPONSIBIUTY (07 CBC, Ch 17, Section 17;Ci6>. This Section fiiust te coimfjlefed byt GOfitradtDf / bitiider / owria-^ildef. CohtraotDrls Corripary.N8ms;JE;reeJTianISJCDClStruCtiOn...l.n.C :Ptesse (*e*:if.yoiiatis chMier-Buiiutir • Name: i Piease printi Wjlijam R. Freeman • laaiiit^ Address:_££IB.Qx 2^7g Rsmona Ca. 92065 ••• Fmaii; hiH.freeman@tfgnniin6.eom pnone: 858-405-4591 stale of Galifornia Contraotor's Upense NiimlTPr 494766 git^tftifi Tfete- 7/:^^ 1/2016 • I acknowledge and, 'am avrare, of special requirements contained in the statement :rf Specaa) ihspeotidris ndtetf on the approved plans; • I acknowledge Wat control will be exercised to ;Qbte!F| sprtpiijflnoe with fee (»nstructipn <tocurtia^s approved l>y tlie btiildftig official; » (wllThiveirj-place.proeedijre^rfQrexe our (the contractor's) organization, forttie method and frequericy of fepqrtiiig.arid the disttlb^^ I certifythat! wilt have a qualified person wjte our {the contractor's) organization to exeroise such contidl. « \ mil proifida a fhiU tazKat/leUetiti can^ ffna* Date: 4/20/15 ^ B-46 Page1«f;1. t?ey. 08/11 ^^^^^ I ILi*A«CHfTECTS.INC. I MPA ARCHITECTS, INC. 3578 30* Street San Diego, CA 92104 619.236.0595 | fax 619.236.0557 | www.mpa-architects.com To: City of Carisbad Building Department 4251635 Faraday Avenue Carlsbad, CA 92008 Attn: Field Inspector Date: June 29, 2015 Regarding: Brennen/Frickman residence 2113 Alga Road Carlsbad, CA Plan Check #15-07 Remarks To Whom It May Concem: Please accept this memorandum as verification of my approval of the following modifications to the approved plans for the above referenced project. At the lower level shear wall at grid line A, the contractor has proposed cutting a 2.17' x 3.58' opening (for electrical panel) in the proposed 17.42' x 8' shear wall. Per the structural calculations prepared by this office, this shear wall must resist 2714 #'s. The existing shear wall will resist 5,365 #'s (wind governs). Based upon the attached calculation, the proposed opening will reduce the capacity by 9%. Therefore, the capacity of this shear wall with the opening is 5365#'s (0.91) = 4882#'s. As 4882#'s > 2714#'s, the proposed opening in this shear wall is acceptable. Please do not hesitate to contact me at 619.236.0595 ext 311 should you have any questions or require any additional information. Sincerely, A/li^Uf.'^l D->lm<->>- Digitally signed by IWicheal Palmer, AIA IVIK.IIC:Cll rdllTltri, DN:cn=MichealPalmer,AIA.o=MPAou, email=mpalmef@mpa-architects.com, AIA Date: 2015.06J9 1638:27.07'00' Micheal Palmer, AIA License C-24051 COPIES TO: File: 15013 PROJECT: CLIENT: JOB NO.: DATE : PAGE: DESIGN BY: REVIEW BY: Palmer Relative Rigidity Detennination for Shear Wall with New Opening INPUT DATA & DESION SUMMARY DIIVIENSIONS L = 17.42 ft H = 8 ft OPENING b = 2.17 ft h = 3.58 ft LOCATION Li = 4 ft Hi = 2 ft ONE STORY ? No (Wall with Fixed at Top & Base) R = 100% Not Apply R = 91% The new opening reduced the lateral load capacity by 9%. ANALYSIS (Per Califomia SE Exam 1984) R = 1/A , A = AFiexure + Ashear Where Apiexure = 4 / (E t), for cantilever Afiaxure = / (E t), for fixed at top and base Ashear=1-2H/(GA) = 3H/(ELt) Solid Wall Pier H L Type E t Apiexure E t Ashear EtA R/(Et) Wall 8 17.42 Fixed 0.10 1.38 1.47 0.678 R = 100% Wall with Opening Pier H L Type E t Apiexure E t Ashear EtA R/(Et) Wall 8 17.42 Fixed 0.10 1.38 1.47 Bottom 3.58 17.42 Fixed -0.01 -0.62 -0.63 Left 3.58 4 Fixed 0.72 2.69 3.40 0.294 Right 3.58 11.25 Fixed 0.03 0.95 0.99 1.013 L&R 0.76 1.307 Total 1.61 0.619 R = 91% EsGil Corporation In <Partnerstiip •witfi Qovemment for (BuiCtfing Safety DATE: 04/07/15 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: PC15-07 SET: III PROJECTADDRESS: 2113 Alga Road PROJECT NAME: Room Addition/Remodel/2nd Dwelling over Existing Garage/ Covered Deck /Storage for Brennan/Frickman 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. 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. X The applicant's copy of the check list has been sent to: Brent Reeder 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: Brent Reeder Telephone*: (619)200-8912 Date contacted: ^ i^^f^ ) bvreeder(5).cox.net ^MaWyc Telephoney Fax In Person ^ REMARKS: By: Ray Fuller Enclosures: EsGil Corporation • GA • EJ • MB • PC 04/01/15 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. Please make all corrections, as requested in the correction list. Submit 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. Verify final sets of architectural sheets will be signed by designer and that the structural sheets and the calculations will be stamped and signed by engineer and /or architect of record also. Designer to sign architectural sheets and neither calculations or plan were stamped by architect. Response was see plans . Still applies. Calculations and plans still not stamped or signed and architectural sheets not sign by designer. 8. Prior to the initial plan submittal, the energy design was required to be registered with the appropriate HERS provider data registry. Before the next plan review, please register the energy design and resubmit plans with completed forms showing the registration number. Response was registered. No copies ofthe registered energy design were provided. 10. The energy calculations do not address the addition of 204 sq ft. Response was see new energy calculations. Not provided. 20. An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. This cannot be a deferred item. The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). Not provided. 21. Provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) Not provided. • Provide on the plans a complete gas pipe design. The gas load for the water heater shall be a minimum of 200,000 BTU/hr. A 120 volt receptacle accessible to the heater installed within 3 feet. Pressure relief must extend to the exterior. 30. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion ofthe project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". CBC Section 1207.11. No response and could not locate. 31. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. CBC Section 1207.11. No response and could not locate. 33. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. If applies: Drag truss calculations to reflect required axial loads. Truss design to include FAU(s) in attic where applicable. Verify dead loads and clearances for FAU/catwalk are provided and attic access framing when exceeds 24" in width. The truss design drawings must contain all the information listed in Section R802.10. Not provided. 34. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss layout or a letter). CBC Section 107.3.4.2. Not provided. 39. Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length on the plans.. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. Just provided the table. Plans need to reflect the cfm, duct size and sone level for the whole house ventilation. 53. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge ofthe overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part ofthe construction. CGC 102.3. Cal Green note 1 on does not adequately address this. 54. Provide a copy of the project soil report as required under City requirements listed below. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. Please verify report is current (as most reports expire after one to three years). Provide copies of any updated reports and verify soils report addresses current code parameters (IBC and not UBC) liquidation potential etc. Not provided. 55. No response and could not locate. : The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 56. No response and could not locate. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 57. No response and could not locate. Where expansive or collapsible soils are known to exit, show on the plans a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5' from the foundation. Section R801.3. 62. Would assume because no axial loads provided on roof framing plan that the shear must continue to roof sheathing for lines A and B? Still seems to apply as no shear to roof sheathing shown. 63. No response. Please verify that all hold down locations reflect an appropriate detail i.e. from floor to floor, floor to beams, floor to rim joist where applicable. Verify overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads. Please show how for example how resisting members i.e. post, beams , rim joist /joist are capable of resisting uplift forces . 64. No response and could not locate. Grid line A.7 should be reflecting 11 and 8 V2 ft shear panel instead of 11 and 6'10"? CITY of CARLSBAD REQUIREMENTS 68. Still applies. 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 storv. then a soils report is not reauired. The maximum allowable soil bearina value used in anv desian must be 1000 psf for this exception. 69. Still applies. When special inspection is required, the designer shall complete the city's "Special Inspection Agreement". • 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. Af^*';,.. ,,r,.-^,«, I Development Services 4SA SPECIAL INSPECTION Building Division ^ciTY OF AGREEMENT 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov CARLSBAD In accordance with Chapter 17 of the California Building Code the following must be completed when worl< being performed requires special inspection, structural observation and construction material testing. 'roject/Permit: Project Address: A. THIS SECTION MUST BE COMPLETED 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) (First) (MI) (Last) Mailing Address: Email: Phone: lam; •Property Owner aProperty Owner's Agent of Record QArchitect of Record QEngineer of Record State of California Registration Numtieii Expiration Date: AGREEMENT; 1, ttie undersigned, declare under penalty of perjury under tiie laws of tiie State of California, thiat 1 have read, understand, acknowledge and promise to comply with the City of Carlsbad 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 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 Owner-Builder • Name; (Please print) (First) (M I 1 (Last) IVIaiiing Address; Email; Phone; State of California Confractor's License Numtier; Expiration Date: • 1 acknowledge and, am aware, of special requirements contained In the statemerrt 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; • 1 will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • 1 certify that 1 will have a qualified person within our (the contractor's) organization to exercise such control. • / will provide a final report / letter in compliance mth CBC Section 1704.1.2 prior to reauestina final inspection. Signature; Date; B-45 Pagelofi Rev. 08/11 • APPLICANT • JURIS. • PLAN REVIEWER • FILE EsGil Corporation In (PartnersHip witH government for (BuiCtfing Safety DATE: 05/07/15 JURISDICTION: Carlsbad PLANCHECKNO.: PC15-07 SET: IV PROJECTADDRESS: 2113 Alga Road PROJECT NAME: Room Addition/Remodel/2nd Dwelling over Existing Garage/ Covered Deck /Storage for Brennan/Frickman Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. /\| The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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 forward 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 #: ate contacted: (by: ) Email: all Telephone Fax In Person MARKS: TraFi^fe^rfeti^s iKx red ink to set(s) at the Citv. On sheet A2 note minimum 3 ft to hile-hojiservgrEIatiM alhdon SI note soils engineer to review" report)/Original calculations need to be stamped and signed. JS (per page 2 of the Enclosures: By: Ray Fuller EsGil Corporation • GA • EJ • MB • PC (P) 04/30/15 EsGil Corporation In PartnersHip •with government for (BuiCding Safety DATE: 03/23/15 • APPLICANT ja<iuRis. JURISDICTION: Carlsbad PLANREVIEWER • FILE PLANCHECKNO.: PC15-07 SET: II PROJECT ADDRESS: 2113 Alga Road PROJECT NAME: Room Addition/Remodel/2nd Dwelling over Existing Garage/ Covered Deck /Storage for Brennan/Frickman 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. 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: Brent Reeder 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: Brent Reeder Telephone*: (619)200-8912 Date contacted: Email: bvreeder(g^cox.net "''^Mail Telephone Fax In Person IX REMARKS: There was no response sheet sent back stating if and where corrections took place. Many of the previous corrections were not addressed and plan check could not be performed. Provide a detailed response from both designer and engineer-of- record to how previous corrections dates 02/11/15 were addressed. Additional delays and/or plan check fees will be charged uniess this is addressed. By: Ray Fuller Enclosures: EsGil Corporation • GA • EJ • MB • PC 03/17/15 EsGil Corporation In Partnersliip witH government for (BuiCtfing Safety DATE: 02/11/15 • APPLICANT ^i2<IURIS, JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLANCHECKNO.: PC15-07 SET: I PROJECTADDRESS: 2113 Alga Road PROJECT NAME: Room Addition/Remodel/2nd Dwelling over Existing Garage/ Covered Deck /Storage for Brennan/Frickman 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. X 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. X The applicant's copy of the check list has been sent to: Brent Reeder 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: Brent Reeder Telephone #: (619) 200-8912 3 cont *Xl^ail v/ Telephione Fax In Person • REMARKS: ^ate coptacted:"Z'^[2> (bv:|/\^ Email: bvreeder(S)cox.net By: Ray Fuller Enclosures: EsGil Corporation • GA • EJ • MB • PC 02/05/15 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PC 15-07 02/11/15 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLANCHECKNO.: PC15-07 JURISDICTION: Carlsbad PROJECTADDRESS: 2113 Alga Road FLOOR AREA: Addition 204 Remodel 140 Dwelling 715 Deck 93 Storage 11 Covered Porch 93 STORIES: 2 HEIGHT: 21 ft per CRC DATE PLANS RECEIVED BY JURISDICTION: 02/03/15 DATE PLANS RECEIVED BY ESGIL CORPORATION: 02/05/15 DATE INITIAL PLAN REVIEW COMPLETED: 02/11/15 PLANREVIEWER: Ray Fuller FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of 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 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 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 2012 International Building Code, the approval ofthe 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 copv) 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 PC 15-07 02/11/15 1. Please make all corrections, as requested in the correction list. Submit 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. Verify final sets of architectural sheets will be signed by designer and that the structural sheets and the calculations will be stamped and signed by engineer and /or architect of record also. Designer to sign architectural sheets and neither calculations or plan were stamped by architect. 3. Specify on the Title Sheet of the plans the gross floor area of each element of this project, including 2"' dwelling of 715 sq ft, addition is correctly noted as 204, deck is 93, storage 11 and covered porch is 93 sq ft. Section R106.2. 4. The cover sheet, permit application and energy calculations state 2"*^ dwelling to 638 sq ft? Could not determine how this was derived as main portion is 22' x30' (660) plus 4' x 4' (16 ) ft for closet, and 2'6" x 15'7" for kitchen pop out (39) for 715 sq ft total. The stairway must be included for reason listed below. 5. The plans are reflecting the egress for 2"*^ dwelling to terminate inside of garage. This has never been legal. Plans to reflect stairway enclosure and landing existing directly to the exterior and this area will be considered as part of the dwelling. 6. Plans to reflect smoke detector/carbon monoxide alarms at base of stairs as will be apart of the dwelling and these should be shown at top of stairs also. 7. Please indicate on the plans whether the existing residence has a fire sprinkler system installed or not. If existing structure is fire sprinklered then provide a note stating that any additions/alterations will also be provided with an automatic residential fire sprinkler system. Section R313.2. 8. Prior to the initial plan submittal, the energy design was required to be registered with the appropriate HERS provider data registry. Before the next plan review, please register the energy design and resubmit plans with completed forms showing the registration number. Carlsbad PC 15-07 02/11/15 9. Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements ofthe 2013 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CFIR, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner." 10. The energy calculations do not address the addition of 204 sq ft. 11. Clearly specify on cover sheet if the existing house was built before or after 1994. For additions or improvements to a residence built before 1994, note on the plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. 12. For the main dwelling specify on the plans that any existing smoke alarms that are more than 10 years old will be replaced. Section R314.3.2. 13. Show that smoke alarms will be provided in all existing bedrooms and hallways leading to bedrooms . Section R314.3.1 There was no complete floor plan for existing 1®' floor so could not verify (and/or could not locate note). 14. Show that carbon monoxide alarms will be provided outside each separate sleeping area in the immediate vicinity of the bedrooms including basements. Section R315.2. (and/or could not locate note). 15. Is existing electrical panel location unaffected by proposed addition(s) and is it adequate for the additional sq footage proposing? 16. All hot water piping sized V*" or larger is required to be insulated as follows: 1" pipe size or less: 1" thick insulation; larger pipe sizes require T/^" thick insulation. Note: In addition, the V2" size hot water pipe to the kitchen sink is required to be insulated. ES 150.0G)2 17. If applies : Below grade hot water piping is required to be installed in a waterproof and non-crushable sleeve or casing that allows for replacement of both the piping and insulation. ES 150.O(j) 18. The cover sheet and energy calculations seem to reflect that this project is not served by natural gas but instead propane. Please verify as appears to be in the middle of the City? 19. The energy calculations are reflecting a tankless water heater. Plan to clearly reflect where this is to be located and if serving just 2"^ dwelling or both existing and new dwelling? Carlsbad PC 15-07 02/11/15 20. An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. This cannot be a deferred item. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). 21. Provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) • Provide on the plans a complete gas pipe design. The gas load for the water heater shall be a minimum of 200,000 BTU/hr. • A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. • The "B" vent installed in a straight position (no bends) from the room containing the water heater to the roof termination (for future possible sleeving for high efficiency heater venting.) • A 120 volt receptacle accessible to the heater installed within 3 feet. • Pressure relief must extend to the exterior. • Verify adequate combustion air is provided (unless mounted outdoors or noted on plans to be direct vented) • If applies : In the garage, provide an adequate barrier to protect the water heater from vehicle damage. CPC Section 508.14. 22. Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Plumbing Code". 23. Show or note dryer vent to the exterior with termination to be a minimum of 3 ft from any opening. Keynote 2 on A2 not referenced to the plans? 24. The plans did not address the required fire separation between units as well as the requires sound transmission rating. The sound transmission rating must include the garage also unless clearly noting that garage to be used by tenant only. Clearly detail and reference where and how fire separation and minimum sound transmission( minimum STC 50) is to be provided. 25. Wall assemblies separating units in a duplex shall be of one-hour fire resistive construction. Provide details ofthe assemblies. Section R302.3. Such wall assemblies shall extend to the underside of the roof sheathing, where applicable. Exceptions: a) A fire-resistance rating of V2-hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 13. b) Wall assemblies need not extend through attic spaces when the ceiling is protected by not less than ys-inch Type X gypsum board and an attic draft stop constructed as specified in Section R302.12.1 is provided above and along the wall assembly separating the dwellings. The structural framing supporting the ceiling shall also be protected by not less than -inch gypsum board or equivalent. Carlsbad PC 15-07 02/11/15 26. Floor assemblies separating units in a duplex shall be of one-hour fire resistive construction (V2-hour ifthe building has an automatic sprinkler system). Provide details ofthe assemblies. Section R302.3. Such assemblies shall extend to and be tight to the exterior wall, where applicable. 27. The supporting construction of fire-rated floor assemblies shall have an equal or greater fire-rating. Section R302.3.1. 28. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in CRC Section R302.4." 29. Walls and floors separating units in a duplex shall have a sound transmission class (STC) of not less than 50. Additionally, floors must have an impact insulation class (IIC) rating of not less than 50. CBC Section 1207.6. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 30. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion ofthe project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". CBC Section 1207.11. 31. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. CBC Section 1207.11. 32. Show or note on plans that a 100 sq inches of make up air is required in laundry room (to make up of exhaust air being vented out by dryer. Are the doors to be louvered? 33. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. If applies: Drag truss calculations to reflect required axial loads. Truss design to include FAU(s) in attic where applicable. Verify dead loads and clearances for FAU/catwalk are provided and attic access framing when exceeds 24" in width. The truss design drawings must contain all the information listed in Section R802.10. 34. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss layout or a letter). CBC Section 107.3.4.2. 35. Recheck plans for tempered window locations i.e. within 2 ft of interior/exterior doors, shower/tub areas, within 5 ft radius of tubs (unless 5 ft above) and Carlsbad PC 15-07 02/11/15 stairwells if applicable. Section R308.4 Current code requires all windows within a 5 ft radius to tub to be tempered. See 2036's on each floor. 36. Show or note that exterior doors) may swing outward only if the exterior landing is not more than V/4 inches lower than the top ofthe threshold. R311.3.1. The plans are reflecting a 7 ^/i" drop (keynote 4 on Al) for out swinging door. This is not allowed for a egress door. 37. Specify on the plans the following information for the deck materials, per Section R106.1.1: Manufacturer's name and ICC approval number, or equal. 38. Could not locate where type of deck material was noted. If spaced decking then note this and type i.e. redwood/trex etc and if solid material then note type of waterproofing and specify how obtaining the required minimum VA inch per foot deck slope for drainage i.e. ripping, sleepers, slope framing etc. If ripping, note maximum taper cut and calculations to reflect this and if sleepers detail attachment to floor joist. 39. Residential ventilation requirements: • Kitchens require exhaust fans (either intermittent/100 cfm or continuous/5 air changes/hour), 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. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". • 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. Exception: Control by a humidistat is not required ifthe bathroom exhaust fan is also the dwelling whole house ventilation. • Mechanical whole house ventilation must be provided. Include the following information: Fan sizing (cfm), "Sone" specification, and the duct sizing and length on the plans.. Note: The information must match or exceed the design found on CF-6R-MECH energy forms. • All fans installed to meet the preceding requirements must be specified at a noise rating ofa maximum 1 "Sone" (forthe continuous use calculation) or 3 "Sone" (for the intermittent use calculation). 40. The plans are reflecting the wood framing to be placed on a solid deck. Where framing is to take place the area must be elevated in order to verify that any driving rain will not be directed or be pooled under sill plate potentially cause mold problems . In addition the exterior finish cannot terminate at the slab i.e. if stucco then the weep screed must terminate a minimum 2" above the deck. Carlsbad PC 15-07 02/11/15 41. Please recheck all details to verify that they are complete and/or correct. See for example where on A3 noting keynote 8 to be "Not Using" and referenced 8 to guardrail. 42. Detail and reference required guards details at both interior (and exterior locations if applies) (Section R312): a) Shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. 43. Could not determine is proposing stacked washer/dryer or just a washer? Electrical plan to reflect if fuel gas or 220 if proving for dryer? 44. Could not determine how light bar above mirror complies with residential lighting i.e. all fixtures must be high efficacy style or be controlled by a vacancy sensor. 45. 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 40% (but not more than 50%) ofthe required vent is located no more than 3' below the ridge). Show on the plans the area required and area provided. Section R806.2. a) When using a radiant barrier, California energy design affects the attic ventilation area requirement: If using the Prescriptive method for energy compliance, then the attic vent area must be at the 1/150 area: If using the Performance method, either the 150 or 300 areas may be used, as documented on the energy forms. Section RA4.2.1. Could not locate the following Cal- Green requirements 46. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 4.408.1. 47. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan to the jurisdiction agency that regulates waste management, per CGC 4.408.2. 48. Operation and maintenance manual. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) forthe owner at the time of final inspection. CGC 4.410.1. 49. Pollutant control. 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. 50. Pollutant control. 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. Carlsbad PC 15-07 02/11/15 51. Interior moisture control. 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 in Section 4.505.3. 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 4.505.3. 52. Indoor air quality. 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. 53. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge ofthe overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part ofthe construction. CGC 102.3. 54. Provide a copy of the project soil report as required under City requirements listed below. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. Please verify report is current (as most reports expire after one to three years). Provide copies of any updated reports and verify soils report addresses current code parameters (IBC and not UBC) liquidation potential etc. 55. If applies: The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 56. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 57. If applies : Where expansive or collapsible soils are known to exit, show on the plans a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5' from the foundation. Section R801.3. 58. Detail continuous roof diaphragm at girder truss appropriate truss hangers, blocking, edge nailing and drag strap from girder to wall. Carlsbad PC 15-07 02/11/15 59. The girder truss is shown offset from exterior wall (so that 22 ft trusses can be used thru out). There is no structural support shown below other that what appears to be a TJI (as plans do not appear to reflect a cantilevered beam where point load occurs. 60. Could not determine why on SI reflecting both lines to be A instead of A and B at roof framing plan or why on floor framing lines A, A.7 and b are offset to the left? 61. Detail and reference all shear locations with a detail showing shear extending to floor/roof sheathing. Detail to include edge nailing of roof diaphragm to members below. Minimum 2 details required i.e. when shear walls are perpendicular to roof framing/trusses (blocking panels) and when shearwalls are parallel to roof framing members. For example Detail M/D1 does not reflect blocking panels at line 2? 62. Would assume because not axial loads provided on roof framing plan that the shear must continue to roof sheathing for lines A and B? 63. Please verify that all hold down locations reflect an appropriate detail i.e. from floor to floor, floor to beams, floor to rim joist where applicable. Verify overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads. Please show how for example how resisting members i.e. post, beams , rim joist /joist are capable of resisting uplift forces . 64. Grid line A.7 should be reflecting 11 and 8 /4 ft shear panel instead of 11 and 6'10"? 65. Could not determine what the decking is to be and/or size of deck joist. Keynote 9 on S1 states to rip deck joist for roof slope? Detail G/D1 reflects what appears to be 2 x spaced decking material? What are the deck suppose to be . 66. Plans to reflect if the LSL's at for example are to be enclosed as cannot be exposed to the weather. 67. Could not determine what type of finish is being applied to under side of roof trusses and/or deck joist? • CITY of CARLSBAD REQUIREMENTS 68. 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 sa. ft. in area and onlv one storv. then a soils report is not required. The maximum allowable soil bearina value used in anv desiqn must be 1000 psf for this exception. 69. When special inspection is required, the designer shall complete the city's "Special Inspection Agreement". Carlsbad PC 15-07 02/11/15 • 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 PC 15-07 02/11/15 ^ CITY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Buiiding Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca .gov In accordance with Chapter 17 of the California Building Code the following tnust be completed when work being performed requires special inspection, structural observation and construction material testing. 'roject/Permit: Project Address:. A. THIS SECTION MUST BE COMPLETED 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) Mailing Address: (Firsl) EmaiL Phone;. lam; QProperty Owner QProperty Owner's Agent of Record QArchitect of Record QEngineer of Record State of California Registration Number: Expiration Date; AGREEIVIENT; 1, the undersigned, declare under penalty of perjury under the laws of the State of California, that 1 have read, understand, acknowledge and promise to comply with the City of Carlsbad 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 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;_ Name; (Please print) IVIaiiing Acidress; Email; Please check ifyou are Owner-Builder d Phone;, State of California Contractor's License Number;. . Expiration Date; 1 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 oonformance with the construction doouments approved by the building official; 1 will have in-place procedures for exercising control within our (the contractor's) organization, forthe method and frequency of reporting and the distribution of the reports; and 1 certify that 1 will have a qualified person within our (the contractor's) organization to exercise such control, / will provide a final report / letter in compliance with CBC Secf/on 1704.1.2 prior to reauestina final inspection. Signature;^ _Date; B-45 Page 1 of 1 Rev, 08/11 Carlsbad PC 15-07 02/11/15 ^DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: PC15-07 PREPARED BY: Ray Fuller DATE: 02/11/15 BUILDING ADDRESS: 2113 Alga Road BUILDING OCCUPANCY: R3 U TYPE OF CONSTRUCTION VB BUILDING PORTION AREA (Sq.Ft) Valuation Multiplier Reg. Mod. VALUE ($) Addition 204 157.88 32,208 2nd Dwelling 715 157.88 112,884 Remodel 100 68.98 6,898 Deck 93 18.66 1,735 Storage 11 34.45 379 Covered Porch 93 11.48 1,068 Air Conditioning 919 5.02 4,613 Fire Sprinklers TOTAL VALUE 159,785 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: IZI Complete Review • Repetitive Fee l^^i Repeats • Other |—I Hourly EsGil Fee • Structural Only Hr. @ $839.06 $545.39 $469.87 Comments: In addition to the above fee, an additional fee of $43 is due (.5 hours @ $86/hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + y:A> PLAN CHECK Community & Economic CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE:02/09/2015 PROJECT NAME: BREENEN/ FRICKIVIAN RESIDENCE PLANCHECKNO:! SET#: 1 ADDRESS: 2113 ALGA ROAD VALUATION: 132,480 PROJECT ID: PC 15 07 APN: 215-220-06-00 / This plan check review Is complete and has been APPROVED by the ENGINEERING Division. By: VALRAY MARSHALL A Final Inspection by the Division is required Yes / No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. ONLY ITEMS MARKED 'X' NEED CORRECTION/CLARIFICATION Plan Check Comments have been sent to: BVREEDER@COX.NET You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Gregorv.Rvan@carlsbadca.gov Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cvntiiia.Wong@carlsbadca.gov • ValRay IVIarshall ^ 760-602-2773 ValRay.IVIarshall@carlsbadca.gov Dotriiric Fieri 760-602^466,4 Dominic.Fieri@carlsbadca.gov Remarks: Set# 1 .Any oulslanding i.s.sue.s will be marked with X • l^l^ike the nece.ssary corrections for compUance with applicable codes and standards. Submit corrected plan.s and/or specifications to the Building divi.sion tor re-submittal to the linyineering division. Items that conform to permit requiremenis are marked wilh / SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow / Existing & proposed structures Existing street improvements »^ Property lines (show all dimensions) / Easements Right-of-way width & adjacent streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. Show on site plan: N/A Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE; "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: / Site address / Assessor's parcel number / Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existinq use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: 153 IVIAP 5781 Subdivision/T ract: Reference No(s): E-36 Page 2 of 6 REV 6/01/12 Set# 2. DISCRETIONARY APPROVAL COMPLIANCE N/A Project does not comply with the following engineering conditions of approval for project no. 3. DEDICATION REQUIREMENTS N/A Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24,000—^-pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $ 115.00. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS N/A All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $124,000,00, pursuantto Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: sidewalk, underground utilities Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of_S_44i^-so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved bythe city priorto issuance ofa building permit. Processing fee $157.00. Future public improvements required as follows: CURB, GUTTER, SIDEWALK UNDERGROUND UTILITIES E-36 Page 3 of 6 REV 6/30/10 Set# 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The qradinq permit must be issued and rouqh qradinq approval obtained prior to issuance of a buildinq permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector . The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS N/A NONE NEEDED IF ALL EQUIPMENT, MATERIALS AND WORK IS KEPT OUT OF THE PUBLIC RIGHTOF WAY RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to; street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Driveway E-36 Page 4 of 6 REV 6/01/12 Set#l 7. STORM WATER Construction Compliance / Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. / Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 15-57 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire complete. / Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http;//www.carlsbadca,qov/business/buildinq/Documents/EnqStandsw-stds-vol4-ch2,pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden Pervious pavement/pavers Flow-through planter/vegetated or rock drip line Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 6/01/12 Set#l 9. WATER METER REVIEW N/A Domestic (potable) Use What size meter is required? FYI FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be y/. 8. FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet over soo Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility Fire sprinklers required yes Upgrade yes No fees required yes yes yes yes no no no no no (is addition over 150' from center line) no 10. Additional Comments Attachments: E-36 Engineering Application Storm Water Form Page 6 of 6 Right-of-Way Application/Info. Reference Documents • REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by:o2/09/20i5 Date: 02/09/2015 GEO DATA: LFMZ: / B&T: Address: 2113 ALGA ROAD Bldg, Permit #: PC 15-07 Fees Update by: Date: 02/09/2015 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Units EDU's Types of Use: Sq.Ft./Unlts EDU's Types of Use: Sq.Ft./Units EDU's ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units ADTs Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.Ft./Units ADT's Types of Use: Sq.Ft./Units ADT's FEES REQUIRED: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NW QUADRANT / NE QUADRANT SE QUADARANT SW QUADRANT ADTS/UNITS: X FEE/ADT: =$ • 2.TRAFFIC IMPACT FEE: • ADTS/UNITS X FEE/ADT: =$ • 3, BRIDGE & THOROUGHFARE FEE: DIST #1 DIST.#2 DIST.#3 ADTS/UNITS: < FEE/ADT: =$ • 4. FACILITIES MANAGEMENT FEE ZONE: • ADTS/UNITS: X FEE/SQ.FT./UNIT: =$ U 5. SEWER FEE • EDU's X FEE/EDU: =$ • BENEFIT AREA: EDU's X FEE/EDU: =$ • 6. DRAINAGE FEES: PLDA; HIGH MED UM LOW ACRES: X FEE/AC: =$ • 7. POTABLE WATER FEES: • UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL CITY OF CARLSBAD STORM WATER COMPUANCE ASSESSMENT B-24 Oeve/opment Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.ROv am applying to the City of Carlsbacl for the following type(s) of construction permit: IS Buildingpermit • Right-of-Way Permit • My project is categorically EXEMPT from the requirement to prepare a stomi water poiiution prevention pian (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria^ No Threat Assessment Criteria • My prpject qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution preventian plan (SWPPP) because it meets the "no threaf assessment criteria on the City's Project Threat Assessment Worksheet fbr Detemiination of Constmction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria SI 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 following criteria: • Results in sonw soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). r/er 2 - Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Proj^ requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 ofthe Carisbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the addittonal following criteria: • Located within 200 feet of an environmentally sensitive area or the Padfic Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturtjed area is located along or within 30 feet of a stomn drain inlet, an open drainage channel or watercourse, and/or • Constructton will be initiated during the rainy season orwill extend into the rainy season (Oct. 1 through April 30). Tier 3 - S/gnfficant Threat Assessment Criteria • My project includes dearing, grading or other disturiDances to the ground resulting in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more aaes Including any associated construction staging, equipment storage, refueling and maintenance areas: or, • My prqject is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of stomi water mnoff or non-stomn water discharge(s). / certify to the best of my knowledge that the atmve checked statements are true and correcL I understand and acknowledge ttiat even though 0>/s proyect does not require preparatfon of a constnictton SWPP, I must still adhere to, and at all ttmes during construction activiOes for the pennit type(s) check above comply witti the storm water best management practices pursuant io Titte 15 of ttie Carisbad municipal Code and to City Standards. The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria In special circumstances where it can be shown that a iesser or higher Consbuctkm SWPPP Tier Level Is warranted. ProjectAddress: Assessor Parcel No. 2113 Alga Road 215-220-06-00 Owner/Owner's Authorized Agent Name: Title: Ownaipwner's Authorized Agent Signature: Date: City Concurrence: By: Date: ^YESQNO ^ ZQ.jS^ ProjectID: B-24 Page 1 of 1 Rev.03/09 CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov INSTRUCTIONS: To address post-development poiiutants that may be generated from deveiopment projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BiVIP's) into the project design per the City's Standard Urban Stormwater IVIanagement Plan (SUSIVIP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.qov/standarcls. Initially this questionnaire must be compieted by the applicant in advance of submitting for a development appiication (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed deveiopment or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Deveiopment Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as Incomplete. In this case, piease make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need heip in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new deveiopment appiication submission. Oniy one completed and signed questionnaire is required when multiple deveiopment applications for the same project are submitted concurrentiy. In addition to this questionnaire, you must also compiete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. STEPI TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a priority deveiopment project, please answer the following questions: YES NO 1. Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with penneable pavements or surfaces in accordance with USEPA Green Streets guidance? X 2. is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? X If you answered "yes" to one or more of the above questions, then your project is NOT a priority deveiopment project and therefore is NOT subject to the stomn water criteria required for priority deveiopment projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. If you answered "no" to both questions, then go to Step 2. E-34 Page 1 of 3 Effective 6/27/13 CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STEP 2 TO K COMPLETED FOR AU. NEW OR REDEVELOmENT P^KXIECTS To determine if your project is a priority development project, please answer the followjng questions: YES NO 1. is your project a new deveiopment that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public orpnvate land. X 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? 77i/s includes commercial, industrial, residential, mixed-use, and public development projerAs on public or private land. X X 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks fbr consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption. X X 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater X X X 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface coiiectively over the entire project site and supports a paridng lot A paridng lot is a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. X X 6. is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectiveiy over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. X 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of Impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? 'Discharging Directly to' includes flow that is conveyed overiand a distance of 200 feet or less from the project to the ESA. or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingles with fhws from adjacent lands).* 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 10.1s your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? 11.1s your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? If you answered 'yes" to one or more of the above questions, you ARE a priority development project and are therefore sub implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirement: as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted witt application(s) for developmenL Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end o questionnaire, checic the "my project meets PDP requirements" box and complete applicant information. ect to > such 1 your f this if you answered 'no" to all of the above questions, you ARE NOT a priority deveiopment project and are therefore subject to implementing only Standard Stonn Water Requirements such as source control and tow impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" t>ox and complete applicant information. E-34 Page 2 of 3 Effective 6/27/13 CITY OF STORM WATER Development Services Land Development Engineering CITY OF STANDARDS Development Services Land Development Engineering CITY OF QUESTIONNAIRE E-34 1635 Faraday Avenue 760-602-2750 CARLSBAD QUESTIONNAIRE E-34 www.carlsbadca.gov STEPS TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPEMENT PROJECTS ONLY Complete the questions below regarding your redevelopment project: YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of iess than 50% ofthe surface area of ttie previously existing deveiopment? If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire developmenL Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. if you answered "no," the structural BMP's required for Priority Deveiopment Projects appiy to the entire developmenL Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. STEP 4 CWECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION • My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand i must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may appiy to my project. Refer to SUSMP for details. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part ofthese requirements, I will incorporate low impact development strategies throughout my project. Applicant information and Signature Box Address: Accessor's Parcel Number(s): Appiicant Name 215-220-06-00 Applicant Signature ^^^^^ t-Applicant Title: Date: -'V^— This Box for City Use Only City Concurrence: NO ^'-•\k\^fm mru^il\ Project ID: * Environmentally Sensitive Areas include but are not limited to ali Ciean 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 bodies designated with the RARE beneficiai use by the State Water Resources Control Board (Water Quality Controi Pian for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effective 6/27/13 CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.cadsbadca.gov STORM WATER COMPLIANCE CERTIFICATE My project is not in a category of permit types exempt from the Construction SWPPP requirements My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). ^ My project does not require a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Cartsbad Municipal Code) My project will not result in 2,500 square feet or more of soils disturtiance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more ofthe additional following criterta: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontai to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction vi/ill be initiated during the rainy season or will extend Into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CiTY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNER(S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT hJAMl lAME (SIGNATURE) X/Z( 1^ DATE STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: 2113 Alaa Road Assessor's Parcel Number: Project ID: 215 Construction Pennit No.: 220 Estimated Constmction Start Date 06 Project Duration 00 Months Emergency Contact: Name: Bill Freeman 24 hour Phone: (858) 405-4591 Perceived Threat to Stomi Water Quality Medium • Low If medium box is checked, must attach a site plan sheet showing proposed wori< area and location of proposed stmctural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: l>. 1011 i ^ fTl^ ^\Ti Date: ^ 9 15^ E-29 Page 1 of 3 REV 4/30/10 Erosion Control BMPs Sediment Control BMPs Best Management Practice (BMP) Description -> Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Bemi Street Sweeping and Vacuuming Sandbag Bamer Stomn Drain Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construction Roadway Water Conservation Practices Paving and Grinding Ooerations Potable Water/lmgation Vehicle and Equipment Cleanina Material Delivery and Material Use Stockpile Management Spill Prevention and Contml Solid Waste Manaoemfint Hazardous Waste Concrete Waste Mananfimfint CASQA Designation Construction Activity EC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 Grading/Soil Disturbance X Trenching/Excavation X Stockpiling Drilling/Boring X Concrete/Asphalt Saw cutting X X X Concrete flatwork X Paving Condult/Pipe Installation X Stucco/Mortar Work X X Waste Disposal X X Staging/Lay Down Area X Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dev\»tering Site Access Across Dirt Other (list): Tracking Control BMPs Non-Storm Water Management BMPs Waste Management and Materials Pollution Control BMPs Instmctions: Begin by reviewing the list of constmction activities and checking the box to the left of any activity that will occur during the proposed constmction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descmbed, pick one or more best management practices (BMPs) from the list located along the top of the forni. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list For Example - If the project includes site access across dirt then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" raw until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To leam more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the Califomia Stomiwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4/30/10 CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov DATE: 3-19-15 PROJECTNAME: PROJECTID: PLAN CHECK NO: PC 15-07SET#: 2 ADDRESS: 2113/2115 Alga Rd APN: 215-220-06-00 This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required DVes ^NO You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance ofa building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: bvreeder@cox.net For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERiNG 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov I 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov n Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.fiov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominlc.Fieri@carisbadca.gov Remarks: Plan Check No. PC 15-07 Address 2113/2115 Alaa Rd Date 3-19-15 Review # 2 Planner Chris Sexton Phone (760) 602-4624 APN: 215-220-06-00 Type of Project & Use: addition/sdu above attached garage Net Project Densitv: 1.0 DU/AC Zoning: R-1-10,000 General Plan: RLM Facilities Management Zone: 6 CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action IEI • • Environmental Review Required: YES • NO • TYPE DATE OF COMPLETiON: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 13 • • 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: 13 • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO EH CA Coastal Commission Authority? YES Q 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): IEI • • 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!) IEI • • 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!) • • • Housing Tracking Form (form P-20) completed: YES • NO • N/A • p-28 Page 2 of 3 07/11 Site Plan: 3 • • 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. City Council Policy 44 - Neighiborliood Arciiitectural Design Guidelines • • 1. Applicability: YES • NO 3 • • 2. Project complies: YES • NOO Zoning: • • • • • • • • 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20; Shown 39.87' Required lO; Shown 12.57'. 10.82' Required Shown Required 20; Shown 27.84' Required Shown 2. Accessory structure setbacks: N/A Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: Height: roof pitch Required Required Required Required Required Shown Shown Shown Shown. Shown Required <40% Shown Required <30' with min. 3:12 roof pitch Shown 23' with 4:12 • • • • • 5. Parking: Spaces Required 2 Shown 2 (breakdown by uses for commercial and industrial projects required) Second Dwelling unit Required 1 Shown 1 in front of garage Additional Comments 1) Housing Form (P-20) (attached) needs to be filled out, signed, and return to citv staff. 2) Please provide the lot coverage on sheet "AO." The lot coverage cannot exceed 40%. 3-19-15 (1) Same comments as before. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER '^d^ATE ^ P-28 Page 3 of 3 07/11 r^ MPA ARCHITECTS. INCI Project* 15013 STRUCTURAL CALCULATIONS Date: January 15, 2015 Project: A proposed residential addition 2113 Alga Road Carlsbad, CA 92009 Client: The Brennen/Frickman Family 2113 Alga Road Carlsbad, CA 92009 Designer: Wade Wylie Post Office Box 2404 Julian, CA 92036 RECEIVED ;ITY OF CARSSBAD JUILDING DIVraUON Note; These calculations are invalid unless bearing a wet stamp and 3578 30 Street • San Diego, California 92104 • (619) 236-0595 • Fax (619) 236-0557 www.niDa-architects ^nm DESIGN CRITERIA Governing Code: Construction Type: Occupancy Group: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Welding: Bolts & Threaded Rod: Sawn Lumber: Solid Web Joists: Open Web Joists: IVIanufactured Lumber: TJ Shear Panels: Steel Strong-Walls: Wood Strong-Walls^ Glulams: Soil; \ California Residential Code, 2013 Edition TypeV{B) R3 F'c - 2500 psi, No Special Inspection Required (U.N.O.) ASTM 090, F'm = 1500 psi, Special Inspection Required (U.N.O.) ASTM C270. Fc = 1800 psi, Type S ASTM C476, F'c = 2000 psi ASTM A615, Fy = 40 ksi for #3 and smaller ASTM A615, Fy = 60 ksi for #4 and larger (U.N.O.) ASTM A992, Fy = 50 ksl (All W Shapes and Plates) ASTM A36, Fy = 36 ksi (Angles and Channels) ASTM A500, Grade B. Fy = 46 ksi (Structural Tubes-HSS) ASTM A53, Grade B, Fy = 35 ksi (Structural Pipe)) E70-T6-TYP, for structural steel E90 Series for A615 Grade 60 Reinforcing Bars Shop welding to be done In an approved fabricator's shop Field welding to have continuous special inspection All welding shall be done by certified welders ASTM F1554 D.F. Larch, Allowable Unit Stress Per C.B.C, Current Edition iLevel Trus-Joist, ICC ES ESR-1153, ICC ES ESR-1387 iLevel Trus-Joist, ICC ES ESR-1774 iLevel Trus-Joist, ICC ES ESR-1387 (Parallams, Microllams & Timberstrand) iLevel Trus-Joist, ICC ES ESR-1281 Simpson Strong-Tie, ICC ES ESR-1679 Simpson Strong-Tie, ICC ES PFC-5485, ICC ES ER-2207 Douglas Fir or Douglas Fir/Hem {24F-V4 Simple spans, 24F-V8 Cantilevers) i Soils Report By: Allowable Bearing Pressure Active Soil Pressure Passive Soil Pressure Soil Density Coefficient of Friction Natural Undisturbed Earth 1500 35 100 110 0.25 psf pcf pcf pcf psf J DESIGN LOADS ROOF LOADS Roof Dead Loads: Roofing (concrete or clay tile) - 10.0 psf Shealhing = 1.5 psf Roof/Ceiling Framing = 2.2 psf Insulation = 1.5 psf Ceiling Finish = 2.5 psf Miscellaneous = 3.3 psf Total Roof Dead Load ~ 21.0 psf Total Roof Live Load = 20.0 psf Total Roof Load = 41.0 psf FLOOR LOADS Floor Dead Loads: Flooring (carpet & pad) = 3.0 psf Sheathing = 2.0 psf Floor Framing = 3.5 psf Ceiling Finish = 2.5 psf Miscellaneous = 4.0 psf Total Floor Dead Load = 15.0 psf Total Floor Live Load ., = 40.0 psf Total Floor Load - 55.0 psf EXTERIOR WALL LOADS Exterior Wall Dead Loads: Studs =1.1 psf Gypsum Board = 2.5 psf Insulation = 1.0 psf Exterior Finish = 10.0 psf Miscellaneous =1.4 psf Total Exterior Wall Dead Load =16.0 psf INTERIOR WALL LOADS Interbr Wall Dead Loads: Studs = 1.1 psf Gypsum Board =5.0 psf Miscellaneous =1,9 psf Total Interior Wall Dead Load =8.0 psf MPAARCHrrECTS. INC. I JOB. SHEETNO.. 3578 30th Street, San Diego, CA 92104 CALCULATED BY. CHECKED BY. DATP \ "T-X -\- QATF SCALE . ' 1 ? 1 « s i 1- J ; 2 3 4 H a i a 3 « ! G 7 a 1 Z c^.'.t?Q€rz.,..m^.u?:ijs.:r GT\ ^: AM '^^IG i*A 2Jr : /• • -* CT>/ HM (^rsi Ul/ b en::? • (^: UIE MPA ARCHITECTS^. 3678 30th Street San Diego, OA 92104 .(npa-^hltects.com wvm Description ; RB1 - ALIGNED WITH GRID 2 Calculattons per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set; ASCE7-10 Material Properties Analysis Method: Allowabte Stress Design Load Combination ASCE7-10 Wood Species : Douglas Fir - Larch Wood Grade : No,2 Beam Bracing Completely Unbraced Fb-Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft 900 psi 900 psi 1350 psi 625 psi 180 psi 575 psi E:MQdiMofEla^(^ Ebend-xx leOOksi Eminbend-xx 580ksi Density 32.21 pcf Pf02nufm.;6i 4x10 Span'8.50 It •Appliedloads Service toads entered. Load Factors wfil be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.2730, Lr=0.260, Tributarv Width: I.Ofl Design OK 1 Maximum Bending Stress Ratio = b.87S 1 Maximum Shear Stress Ratio 0.390 :1 Section used for this span 4x10 Section used for this span 4x10 fb: Actual 1.173.05psl fv: Actual 87.74 psi FB: Allowable = 1,338.37p8i Fv: Allowable 225.00 psi Load Combination -^D•^L^+H Load Contbination Location of maximum on span = 4.250fl Location of maximum on span 0.000 ft Span # where maximum occurs = Span # 1 Span # wfiere maximum occurs Span#1 Maximum Deflection 1226 Max Downward Transient IDeflection 0.083 in Ratio-1226 Max Upward Transient Deflection O.OOOin Ratio-O<360 Max Dawr>ward Total Deflection 0.173 m Ratio = 590 Max Upward Total Deflection O.OOOin Ratio = 0<180 Virtical'Sfeactions . ' „ .U*" Support notation: Far left Is #1 Values in KIPS Load CoTttbmatKXi Supporti Support 2 Overall MAXimum Overal MINimum DOnly LrOrtly LOnly 1.105 1.191 1.105 1.105 1.191 1.105 MPA ARCHITECTS, INC. 3578 30fh Street San Diego, CA 92104 www.mpa-artSiiteds.com —^—'•—-- Jj^^' Lie, # : KW-06001683 Description; RB2-ALIGNED wrm GRID i ..."-rfi^'fiiiaf^smM Licenaoo : f/PA ARCHITECI URE ...,..,,jjg:ff::-..,.Sa- Cateulations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE7-10 Material Properties Analysis Method: Allowable Stress Design Load Combination ASCE7-10 Wood Species : Douglas Fir - Larch Wood Grade : No.2 8eam Bradng : Completely Unbraced Fb-Tension Fb-Compr Fc-Pril Fc - Perp Fv Ft 875 psi 875 psi 600 psi 625 psi 170 psi 425 psi E: Modulus of Elasticity Ebend-xx 1300ksi Eminbend - xx 470ksi Density 32.21 pcf DfO,124> LrtO.08) 6x8 Span = 11.0 ft ^^ii^liedibacfe i^sggi -W^R JMSl .JiH? iMI Service loads entered. Load Factors will be applied for calculations. Beam self w^t caknjiated and added to loads Urufomi Load: D = 0.1240, Lr=0.080, Tributarv Width = 1.0 ft Beam self w^t caknjiated and added to loads Urufomi Load: D = 0.1240, Lr=0.080, Tributarv Width = 1.0 ft Maximum Bending Stress Ratio = Section used for this span fb: Actuai : FB: Allowable : Load Combination Loc^lon of maximum on span = Span # where maxintum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Totai Deflection Max Upward Total Deflection 0.689 1 Maximum Shear Stress Ratio 6x8 Sectton used for this span 750.56psi fv Actual 1,090.07psi Fv; Aiiowabie +D+Lr+H Load Cambination 5.500ft Location of maximum on span Span # 1 Span # where maximum occurs 0.179:1 6x8 37.98 psi 212.50 psl •^W.r4i 10.398 ft Span#1 Ratio = Ratio = 0.105 in 0.000 in 0.281 in Ratio 0.000 in Ratio 1251 0<360 0<180 Support notation: Far left i$#1 Values In KIPS Load Combinafion Supporti Support2 Overall MAXknum Overal MINimum DOrty UOnly LOrty 0.440 0,733 0.440 0.440 0.733 0.440 MPA ARCHITECTS, INC. 3578 30th Street San Diego, CA 92104 i} www.mpa-aichitects,com Description: FBI -/UJGNED WntH GRID UNE 3 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE7-10 Material Properties Analysis M^xxl: Aitowable Stress Design Load Combination ASCE7-10 Wood Species Wood Grade : Truss Joist : Parallam PSL1.8E Fb-Tension Fb-Compr Pril Perp Fc Fc Fv Ft Beam Bracing : Beam is Fully Braced against laterai-torsion buckling 2400 psi 2400 psi 2500 psi 425 psi 190 psi 1755 psi £; Modulus of Elastkaty Ebend-xx Eminbend - xx Density ISOOkst 914.88ksi 32.21 pci D(0.49^ Lr(Q^711(0.5461 5.25x16.0 Span - 16.50 ft I-Loactst^ Service loads entered. Load Factors will be applied for calculations. Beam self vveight calcuiated and added to loads Uniform Load: D = 0.490, Lr = 0.0670, L = 05460, Tributary Width = 1.0 fl 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 Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.80t 1 Maximum Shear Stress Ratio 5.25x16.0 Section used for this span 1,922.g9psi fv; Actual 2,400.00psi Fv ; Altowabto +D+L-+I Load Cambination 8.250ft Location of maximum on span Span # 1 Span # where maximum occurs Dosiun OK 0.687 :1 5.26x16.0 130.44 psi 190.00 psi +D+L-+H O.OOOtt Span # 1 0.284 in Ratto • 0.000 in Ratio = 0.549 in Ratio = 0.000 In Ratio; 697 0<360 360 O<180 VlrtKal^EiieiMon^ Support negation; Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overail MAXimum 4.S05 4505 Overal MINimum 0.553 0.553 DOnly 4.198 4,198 LrOnly 0.SS3 0.553 LOnty 4.505 4.505 MPAARCHrrECTS. INC-I 3578 30ffi Street, San Dfego. CA 92104 .•5HEFTNO OF DATC nATF SCALE . 1^ MPA ARCHrrECTS, INC.| 3578 zm Strsel, San Diego, GA 92104 QWCtr Mn OP r.Ai r^i H ft-n=n RV n*.TF fHjpnf crv BV nATP "1 ^1 F 0 R T E ^ MEMBER REPORT Leve( FJ1 1 piece(s) 13/4' x 14" 1.55E TimberStrand® LSL @ 12" OC PASSED Overall Length: 28" 6" 22" • 4" T • 0 AN locations are measured from ttie outside faoe of left support (or left cantilever end). All dimenstons are horfeontal. System: Floor Member React!or (lbs) 1036 ® 2' 7 3/4" 3828(3.50") Passed (27%) ~ 1.0 0 + 1.0 L (Adj Spans) MefflberType:loist Shear (lbs) 555 9 3" 111/2' 5063 Passed (11%) 1.00 1.0 D-l-1.0 L (Adi Spans) Bullding l&e: Residenlial Moment (t=t-aK) 2778 @ 13' 111/16" 11357 Passed (24%) 1.00 1.0 D-t-l.OL (Alt Spans) euiUifigCocte-.IBC Uve toad Defl. (in) 0.293 ® \y 6" 0.543 Passed (L/831) -1.0 0 +l.OL (Alt Spans) Design Methodology-.ASD Total IsssA Defl. (In) 0.336® 13'$" 1.085 Passed (L/775) -1.0 0-1-l.OL (Alt Spans) TJ-Pro™ Rating 53 50 Passed -- Deflection criterfa: a 07460) wd TL (L/240). ' Overhang deflection crtteria: 11 (2i/-ua) and TL (Zt/Z40). ' Biacing (lu): Al compression edges (top and botfom) must be bnced at 15' 111/2" o/c unless detailed otherwise. Pioper attachment and positioning of literal bradng Is ieqiJh«d to acNcNe meniber stabKty. ' A 4% Inaease In the moment capadty has been added to account for repetitive member usage. • A structural anafysis of the dedc has not t)een perfonned. • Deflection analysis is based on composite action with a single layer of 23/32' Weyertiaeuser Edge*" Panel (24" Span Rating) that is giued and nailed down. • Additional consideraiions for the TJ-Pro"* Rating indude: 1/2" Gypsum celling, peipendlcufar partiltons. • Blocking Panels are assumed to cany no loads applied directly above tliein and the IUI load is applied to ttie member being designed. 1 - Unifonn (PSF) 0 to r 6" 12" 25.0 40.0 -ResidenUal - living Areas 2-UnifoiTn (PSF) 2'6*to24'6' 12" 15.0 40.0 - 3-Unifanti (PSF) 24'6" to 28-6« ir 25.0 40.0 - 4-Poim(PLF> 0 Jl" 239.0 -60.0 weyerftaeuser Marrams that the ^zlng ol its preducts wHI be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdtims any olher warranties related tn the soltware. Rafer tt currant Weyerhaeuser fltoature for instoliaHon deteils. Cwww.woodbywy-ram) Accessones (Rim Board, Bloddng Panels and Squash BkxKs) are nol designed Dy this solbww. Use of this software Is not inlEnded to circimventthe need fora design prollessiorol as determined by the authority having jwlsdictioa The designer of record, bulderor hamer is lesponslblB to assure ttiat this catculation is compatdile wKh the oveiall pioject. Products manulMuied at Weyerhaeuser fisdUlies are third-party oirtiflad to sustainable fbresby standards. The product applcation, input design loads, dimensions and support Infbrmation have been provided fay Forte Software Operator SUSTA»4AMf FORESntr INITIAnvE • FOTW'SoniMwpperator. ;: •••jobNp*ii . MichMf Palmer MPA AicMleets, Inc. (Sie)23&OS95 mpalmenOinpa-aichlteets.coin 1/21/2015 4;34:52PM Forte v4.6. Oesigri En^ne: V6.1.1.5 Page 1 of 1 FORTE* MEMBER REPORT Leye( FJ2 ^ 1 piece(s) 13/4" X14" 1. PASSED .55E TimberStrand(§) LSL ® 12" OC Overall Lengtii: 28' 6" o ia i All locatiors are measured from tbe outside face of left support (or left cantilever end). All diinenslons are horizontai. System; Floor Memtier Reactton Obs) 2178 © 2' 7 3/4" 3828 (3.50") Passed (57%) -1.0 D-M-O L (Adj Spans) Member Type: Mst Shear (lbs) 793 @ 1' 4" 5063 Passed (16%) 1.00 1.0 D-l-l.OL (All Spans) Bullding Use: Resldenlial Monnent (FWbs) 2501 ® 14' 5" 11357 Passed (22%) 1.00 1.0 D -1-1.0 L (Alt Spans) Bullding Code: IBC Uve Load Defl. (lr>) 0.293 ® 13* 6" 0.543 Passed (^891) ~ 1.0 D-t-l.OL (Alt Spws) Design ftethodology: ASO Total Load Defl. (in) 0.089 ®0 0.265 Passed (2U712) -1.0 D-t-1.0 L(An: Spans) Tl-Pro'" Ratlns 53 50 Passed ~ ~ • Deflection crtteria: LL (L/4B0) and TL (1/240). ' Overtiang deflection critsria: LL (2L/48C) and TL (2^240). ' Bracing (Lu): Alt compression edges (lop and bottom) must be braced at 17' 3 3/4" o/c unless detailed olherwise. Proper aUachment and positianing of laisral bracing is required to achieve memba- stability, ' A 4% increase In the moment capacity has been added to account fbr repetldve member usage. > A staictural analysis of tfie dedc has not been performed. > Deflection analysis Is based on composite action wflh a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span RsSng) that Is glued and nailed dowa > Addttional conddetatlons for the T>Pro™ Rating include: 1/2* Gypsum ceiling, perpendicular parUUons. • Biocldng Panels are assumed to cany no loads applied directiy above them and Bie full load is applied to the member being designed. 1 -UnlIomi(PLF) Oto 2'6" N/A 375.0 220.0 Resldenlial - Uvlng Areas 2-Unifomi (PSF) r 6" to 24" 6" XZ' 15.0 40.0 3-Unifom (PSF) 24' 6' to 28' 6" 12" 25.0 40.0 Weyerhaeuser wanrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeujer ewressly disclaims any ottier wananOesvelatedtothe software. Refer to current Weyerhaeuser llterabice for instalation details. (www.woodbywy.com) Accessories (Rim Board, Btocickig Panels and Squash Blocks) are not designed by this soKware. Use of this sofbwam is not Inlended to circumvent the need fbr a design profiessional as detamlned by the authorily having jurisdiction. The designer of record, builder or framer is responsible to assure ttat IWs calculation Is compatible wHh Ihe overall project. Products manirftetured st Weyerhaeuser faciUUes are ttilrd-party certilted to sustainable ItuestTY standards. The product appUcaUon, input design loads, dlmentlons and support infbrmation have Been provided hy Forte Software Operator SUSTAINABU FORESIFY INinATIVt , Porta.SoftwarePfwrator-''-,':^;y-.•;Job(WM;;;;;:;-::' MPAATcNteets, Inc. (619J236-0SSS mpalmer$mpa-archltetts.com 1/21/2015 5:16:46 PM F«»te v4.6. Design Engine: V6.1.1.5 Page 1 of 1 ^ F 0 R T E MEMBER REPORT Level. FJ3 1 piece(s) 31/2" x 14" 1.55E TimberStraiKK^ LSL ® 12" OC PASSED Overall Length: 28' 6" + o All tocations aie measured from the outside face of left support (or 1^ cantilever end). All dimenstons are horizontal. System: Roor Member Reactior (tos) 1967 ® 24' 4 1/4" 7656(3.50") Passed (26%) — 1.0 D -I- 0.7S L + 0.75 Lr (Adf ^lans) Member Type: Joist Stiear (lbs) 1244 ® 25' 8" 12658 Passed (10%) 1.25 1.0 O-H 1.0 Lr (All Spans) Building Use: Resldenlial Moment (Ft-lbs) -5078 ® 24'41/4" 28392 Passed (18%) 1.25 1.0 D-H.OLr (All Spans) Building Code: IBC Uve Load Defl. (In) 0.092 ©28'6" 0.207 Passed (217999-1-1 -1.0 D-l-1.0 Lr (All Spans) Design Methodology: ASD To&l Load Defl. (In) 0.231 @ 26' 6" 0.415 Passed (21/430) — 1.0 D-l-1.0 Lr (All Spans) Tl-Pro'" Ratfng 61 50 Passed -- • Deflection crttErIa; a (L/4e0) and TL (1/240). • Overtiang deflection crtterta; U. (2L/<«I) and TL (2L/240). • Bracing (lu): AU compression edges (top and bottom) must be braced at 28* 6" o/c unless detailed ottienvise. Proper attachment and posiliontng of lateial bracing is required to acNewe member stabliity, • A 4% incmase in the moment cqjadly has been aclded to account for repetitive ineinber usage. • A structural analysis of die dedc has not been petfbrmed. • DeHecliDn analysis is based on compostte action with a single layer of 23/32" Weyertiaeuser Edge™ Panel (24" Span Rating) that is glued and nailed down. • AddiUonal considerations far the T>Pro'~ Rating include: 1/2" Gypsum celling, perpemHculv partitions. • aloddng Panels are assuined to cari7 no toads applied directly above them and the fuH load Is appli^ 1-Unifbrm (PSF) Oto2'6' Residenttal-living Areas 2-Unifonn (PSF) 2' 6" to 24- 8 " 12" 15.0 40.0 3 - Unifomi (PSF) 24'6" to 28'6" 12" 2S.0 40.0 4 - Point (PLF) 239.0 60.0 5-Point (lb) 28'6" N/A 733 440 OCCURS AT REACnOH FROM RB2 ONLY Weyertiaeuser wanants tttat die sizing of lis products will be in accordance wifh Weyertiaeuser product design cnteria and published design values. Vlfeyerhaeuser etpressly dlsdafans any other warranties lelaHd to the software. Refer to current Weyerhaeuser Herature for instaRation d^ails. (www.woadbywy,cam) Accessortes (Rim Boanl, Biocldng Panels and Squash Blocks) are not designed by tftis software. Use of ttils soltware b not intended to drcumvent the need for a design protiessfanal as d«tenrined by the authority having Judsdktton. The designe-of record, builder or framer Is responsible to assiue lhat this calculation is compatible with the overall preject. Products manufactured at Weyertiaeuser teillttes are third-party certified to sustainable foiestiy standards. The product BpplicaBcia Input clesign leads, dWienstons and support infcnriationh^ SUSTAINABIS MRESIRVINIIURVE :'ForteS<i^iimOpcntor . f-Job-Noifaiii;;':/ Mlohaal Palmar MPA ArchiiecM, mo. (619)2364595 mpaImGr@mp»«ichit«(ds.com 1/24/2015 1:29:38 PM Forte v4.6, Design Engine: V6.1.1.5 Pagelofi gIFORTE MEMBER REPORT Level. FJ4 1 piece(s) 3 1/2" x 14" 2.0E ParaMam® PSL @ 12" OC PASSED Overall Length: 26' 0 a I locattons are measured from the outside face of left suppoit (or left cantilever end). Alt dimensions are horizontal. Menaer Reactjon Qbs) Shear(BK) Moment (Ft-ibs) Live Load Pell, (in) Total Uad Defl. (in) Tl-Pto™ Rating 5814® 21'101/4" 3567 ©20-6 1/2" 19147 & 10' 7 5/16" 0.303® 11'3/8" 0.978 ©IO-109/16" 63 7656 (3.50") 9473 28248 0.541 1.082 SO Passed (76%) Passed (38%) Passed (68%) Passed (L/8S6) Passed (1/266) Passed 1.00 1.00 1.0 D-l-1.0 L (All Spans) 1.0 D-l-l.OL (Ail Spans) 1.0 P-t-l.OL (Alt Spans) 1.0 D-l-l.OL (At Spans) 1.0 D-H.OL (Alt Spans) System: Floor ^tenlberType; Joist BuiMing Use; RasidenUal Building Code :fflC Design Methodology: ASD • DeflecUon crtteria: a (1/430) and U (U240). • Oveihang deflectton alteiia: U (21/480) and Tt (2L/240). • Bracing (Lu): All compression edges (top and bottom) must be braoed at 24' 1/4' o/c unless deified otf\erwise. Proper attachment and positioning of lateral bracing Is requked to achieve member stability. • A 4% inaease In the moment capacity has been added to accounttoriepeHttve member usage. ' A slrucluial analysis of ttie deck has not been performed. • Deflection analysis Is based on composite actton v«iai a single layer of 23/32" Weyerhaeuser Edge™ Panel (24" Span Rating) ttiat Is gkied and nailed down. • Additional coosidetaBons (or ttie TT-Pro'" Rating include: 1/2" Gypsum ceiling, perpendicular paittttons. • Blocking Panels are assumed to carry no loads applied diiectty above them and the fuU toad is appSed to ttie member being designed. Weyertiaeuser warrants ttial the sizing of its produclE will be in accordance witti Weyerhaeuser product design criteiia and publshed design values. Weyertiaeuser expressly disclaims any ottier wananties related to the sofkMaie. Refer to current Weyerhaeuser literature fbr installaUon details. (www.wDodbywyxom) Accessorfes (Mm Boani, Blocking Panels and Squash Blocks) are not designed by ttils software. Use or this sofhnare Is not kitended to ckcumvent ttie need Ibr a design proKesMnal as detemiined by Ihe authority having jurisdlctlaa The designer of reconi, builder or liwner Is lesponsiUe to assure lhat this cakruladon is compattUe wltti ttie overall project. Products manufactured at Weyerhaeuser taiilttes are third-party certified to suAslnable forestry standards. The product afipHcatton, Input design kiads, dhnensions and support infbrniattan have been provided by Forte Software Operator - .Forte Soltaw. pi»rator • ^ . •iJtob Notoit;.;.-; Micheal Palmar MPAArchilKts, mc. (S19)23&0S9S mpalmBr@mpa-erchilecls.cam 1/24/2015 2:10:56 PM Forte v4.6. Design Engine: V6.1.1.5 Pagel of 1 Get Lat Long from Address Convert Address to Coordinates Page 1 of 4 ^ LatLong.net Get Lat Long from Address By using this geographic tool you can get the lat long coordinates from an address. Please type the address which would include the name of the city/town, state and street name to get more accurate lat iong value. Also, the gps coorcZ/nafes of the address will be calculated below. Address 2113 Alga Road, Carisbad, CA Find Lat Long Latitude 33,101671 Longitude -117.260243 http:/,''w\nv.lat]ong.net/convert-address-to-lat-long.htm I 1/15/2015 MPA ARCHITECTS, INC. 3578 30* Street San Diego, CA 92104 wwvK.fi^-architecis.cam ASCE Seismic Base Shear f ... •FilB-P:£NERCAtC0ataFilMteet5niic.ec6 ..... ... ENERtaLC.wqW83^14;Buliifr14.1i.i6,V»:B.14.11.1B .| ILlc. # ; KW-OG001683 License* : MPA ARCHITECTURE Project 15013, Brennen/Frickman Residence Risk Category Calculations per ASCE 7-10 Ksy. Category of Building or Other Structure: 'ir: Alt Buildings and other sfructuras except those lis edasCategoof I,IB.and(V ASCf 7-70,PajeZ Tabto J.5-I Saismic Importance Faclor = 1 Gridded Ss & Sivalues ASCE-7-10 Standard ASCE 7-10. Page 5, Table lS-2 ASCE 7-10 11.4.1 Max. Ground MoUons, 5% Damping: = 1,036 9,0.2 sec response ^1 " 0.4009 a J-O sec response Site Class. Site Coeff. af>d Design Categofy Latitude •• Longitude 33.102 deg North 117.260 deg West Site Classilication "D": Shear Wave Velocity 600 to 1,200 Wsec = D ASCe7-70 Tabie 20.3-1 Site Coefficients Fa S Fv Fa 1.09 ASCE7-W Table m-1 & 11.4-2 (using straight-UK interpolaiion Irom table values) Fv 1.60 Maximum Considered Earthquake Acceleration S^ = Fa'Ss 1.125 ASCE 7-10 Eq.n.4-1 0.641 ASCE 7-10 Eq. 11.4-2 Design Spectral Acceleration 0.750 ASCE 7-10 Eq. 11.4-3 0.427 ASCE 7-10 Eq. 11.4-4 Seismic Design Categoiy D Sl>=a75 ASCE 7-10 Tablsn.6-1S, -Z Resisting System ASCE 7-10 Tabte 12.2-1 Basic Seismic Force Resisting System... Bearing Wail Systems Light-framed walls sfieathed w/wood struaural panels rated for shear resistance or steel stieets. - g5Q Building Iieight Limits: 250 Categoiy "A 4 B" Limit: No Limit Am Categov "C" Limit; No Limit Category "D" Umit Umit = 65 NOTE! See ASCE 7-10 for all applicable footnotes. Categoiy "E" Limit Umit = 65 Category "r Umtt; Umit = 65 Recjundancy Factor Response Modification CoeETident" R" System Overstrength Factor" Wo" DefecGon Amplilication Factor' Cd" ASCE 7-10 Section 12.3.4 Seismic Oesign Categoiy of D, E, or F therefore Redundancy Factor" p" = 1.3 Lateral Force Procedure . ASCE 7-10 SeOon 12.62 Use AXE 12.8-7 Equivalent Latera! Force Procedure The •Equivalent Lateral Force Procedure" is beino used according to the provisions of ASCE 7-10 lg.8 Determine Building Period stmcture Type for Building F'eriod Calculation ; All Other Stnjclurat Systems "Cl" value = 0.020 "hn': Height fnom hase to highest level = 24.0 ft "X "value = 0.75 " Ta-Approximatelijntfemental period using Eq. 12.8-7 : Ta = Ct*(hn"x) = 0.217 sec "TL":Long-peilodlransl6onpenodperASCE7-10Maps22-12->22-16 8.000 sec BuiWing Period "Ta" Calculated from ApproximatfiHtelhod selected = 0.217 sec ASCE 7-10 Sectbn 12,6,1.1 " Cs" Response Coefficient S Qg: Short Period Dasign Spectiai Response " R": Response ModlFication Factor ' I": Seisinic Importance Factor Vr CAS-O) C*, 0-5) 1 .-t 0.750 FromEq.12.a-2. Preliminaiy Cs 6.50 From Eq. 12.8-3 & 12.8-4, Cs need not exceed 1 Front Eq. 12.8-5 & 12.8-6, Cs not be less Dian Cs; Seismic Response Coefficient = 0.115 0.303 0.033 0.1154 PROJECT: Ftopo«^.restd^ii(;e CLIENT; %i?i||pFrtcffiian w I - JOBNO.: 1S0i3 DATE; 01/2.4/14 PAGE DESIGN BY REVIEW BY INPUT DATA Exposure category (B, C or D, ASCE 7-IO 26.7,3) | importance factor (ASCE 7-10 Table 1.5-2) 1^ = Basic wind speed (ASce 7-1026.5.1 or 2012 BC) V • TopographiCfactOr(ASCE7-1026.8iTaWe268-1) Ka »' Building height to eave he =i BuiMing heigtit to lidge h, =^ Building length L =- Buikling width B =, Effective area of components (or Solar Panel area) A =; 1.00 for all Category .V.jl'fo' '.jnnph Flat 17.5 23 ft Ift •in' DESIGN SUMMARY Max horizontal force normal to tiuilding length, L, face Max horizontal force nonnal to building length, B, face Max total horizontal torsional load Max total upward force £4 kjg^D level (LRFD leveO, Typ. ps, Iclps 13.66 kips ANALYSIS Velocity pwMure 0.00256 KhKaKaV' = 18.43 psf where: = vefcjcity pressure at mean roof height, h. (Eq. 28,3-1 page 298 Si Eq. 30.3-1 page 316) Kh • velocity pressure exposure coefTictent evaluated at heighL h, (Tab. 28.3-1. pg 299) = = wind dtfectionality factor. (Tab. 26.6-1, for building, page 260) = h = mean roof height « < 60 ft, [Satisfactory] < Mitt (L, B), [Satisfactoiy] Deswn oreaauras for MWFRS 0.70 0.85 20.25 ft (ASCE 7-10 26.2.1) {ASCE 7-10 26.2.2) wtiere: p = pressure in appropriate zone, (Eq. 28.4-1, page 298). 16 psf(ASCE 7-10 28.4.4) G Cp I = product of gust effect factor and external pressure coefTicient, see table below. (Fig. 28.4-1, page 300 81301) G Cp I product of gust effect fector and intemal pressure coenicient.(Tab. 26.11-1, Enctosed Buikling, page 268) = 0.18 or -0.18 a = wklth of edge strips, Fig 28.4-1. note 9, page 301, MAXIMIN(0.18, 0.1L, 0.4h). )WIN(0.043, 0.04L), 3] =» 3.00 ft Net Preaaurea (pef), Basic Load Caaea Surface Roof angle e = 21.10 Roof angle 9 • 000 Surface GCp, Nel Pressure with GCp, Net Pressure with Surface GCp, (+GC^i) {-GCpi) GCp, (+QCpi) (-GC,,) 1 0.53 6.51 13.15 -0.46 -11.61 -4.98 2 -0.69 -14.20 -7.57 -0.69 -18.03 -9.40 3 -0.47 -12.06 -S.43 -0.37 -10.14 -3.50 4 -0.42 -11.12 -4.49 -0.45 -11.61 -4.96 5 0.40 4.05 10.69 6 -0 29 -8.66 -2.03 1E 0.79 11.20 17.84 -0.48 -12.16 -5.53 2E -0.92 -20.31 -13.67 -1.07 -23.04 -18.40 3E -0.67 -15.71 -9.07 -0.53 -13.09 -6.45 4E -0.62 -14.79 -8.15 -0.48 -12.16 -5,53 5E 0.61 7.03 14.56 6E -0.43 •11.24 -4.61 Net Pressures (psf). Torafonal toad Caaes Surface Roof ani plee = 21.10 Surface QCp, Net Pressure wfth Surface QCp, (+GCp,) (-GCpi) IT 2T 3T 4T 0,53 -0,59 -0,47 -0.42 1.63 -3.55 -3.02 -2.78 3.29 -1,89 -1.36 -1.12 Surface Roof angle e = 0.00 Surface GCp, Net Pressure with Surface GCp, (+GCpi) (-GCpi) 5T 6T 0,40 -0.29 1.01 -2.17 2.67 -0.51 2'F ? REFEHtNCtcawW Load Cose A (Transverse) Load Case B (Longitudinal) Bosic Load Cases Load Case A (Tronsverse) Load Case B (Longitudinol) Torsionoi Lood Coses Surface Area Pressure (k]with Surface (tf) (+GCpO (-GCpi) 1 420 2.73 5.52 2 367 -5,21 -2.77 3 367 -4.42 -1.99 4 420 -4.67 -1.88 1E 105 1.18 1.87 2E 92 -1.86 -1.25 3E 92 -1.44 -0.83 4E 105 -1.55 -0.86 Horiz. 9.70 9.70 Vert. -12,06 -6.39 Mia wind Horiz, 11.04 11.04 28.4.4 Vert. -13.68 -13.68 Toistonai Load Case A (Transverse Diree tion) Surface Area Pressure (k)wtlti Torsion (ft-kl Surface (+GCpi) (-GCp,) (+GCp,) (-GCpi) 1 158 1,03 2,07 6 12 2 137 -1.95 -1.04 -4 -2 3 137 -1.66 -0.75 4 2 4 156 -1.75 -0.71 11 4 1E 105 1.18 1.87 14 22 2E 92 -1.86 -1.25 -8 -S 3E 92 -1.44 -0.83 6 4 4E 105 -I.SS -0.86 19 10 IT 263 0.43 0.86 -3 -6 2T 229 -0.81 -0.43 2 1 3T 229 -0.69 -0.31 -2 -1 4T 263 -0.73 -0.29 -5 -2 Total Horiz. Torsional Load, My 39 39 Baalc Load Case B (Longitudinal Direction! Surtace Ares Pressure [k)v«jtli Surtace («") {+GCp,) (-GCpi) 2 367 •5.86 -3.45 3 367 -3.72 -1.28 5 469 1.90 5.01 6 469 •4.06 -0.95 2E 92 -2.11 -1.60 3E 92 -1.20 -0.59 5E 108 0.86 1.58 eE 108 -1.22 -0.50 z Hoiiz. 8.04 8.04 Vert, -9 29 -3.41 Min wind Horiz. 9.23 9.23 28.4.4 Vert. -13.68 -13.68 Torsiona Load Case B (LotKiitiidinBl Direction) Surface Aree Prsssure (ll)wll^ Torsion Surface («=') (+GC,i) (-QCp,) (+GCpl) (-GCpi) 2 367 -5.88 -3,46 -3 -2 3 367 -3.72 -1.28 2 1 5 180 0.73 1.93 4 10 6 180 -1.56 -0.37 8 2 2E 92 -2.11 -1-50 10 7 3E 92 -1.20 -0.59 -6 -3 5E 108 0.86 1.68 11 20 6E 108 -1.22 -0.50 16 6 5T 289 0.29 077 -2 -5 BT 289 -0.62 -0.15 -4 -1 Total Horiz. Torsional Load, Mj 35.9 35.9 Oesign pressures for eomponanta and cladding p = <fc[(GCp)-(GC„)I where: p = pressure on component. (Eq. 30,4-1, pg 318) Pmin = 16.00 psf {ASCE 7-10 30.2 2) G Cp = extemal pressure coefficient, see tabla below. (ASCE 7-io 30.4.2) Walls \ 1 4 3!-?- IIJ Roof 0.7-Roof •>'• Effective Zon el Zone2 Zones Zone 4 Zones Aree (ft') ec, GCp -OCp OC, -GC, 60, -GC, GC, -6Cp Comp. 0 0.50 -0.90 0.50 -1,90 0.50 -2.60 1.00 -1.10 1.00 -1.40 Comp. a Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zones Pressure PeMiw Nasnlv* Poiiava t^sHig* Nmtw* (psfl 16.00 -19.91 16.00 -38.34 18.00 -51.24 21.75 -23.59 21.75 -29.12 Note; If the effective area is roof Solar Panel arc ia, the only zone 1,2 , or 3 apply. PROJECT: iiPrdposedresidence. , i CLtENT: fBrennfen{Friqj«nari'&, - JOB NO: jjisii>-iigiyg&,i WlhAAniiyi(j^;|6rjLow-^^^ ^llfe..ais.,.;§iii;"'! DATE: 0^/24ft''4.i PAQE: i:}ESIGNBY; rime REVIEW BY: iVi"'.--: ^ INPUT DATA Exposure category (B, C or D, ASCE 7-IO 25.7.3) Importance faclor (ASCE 7-io Table i.s-2) Basic wind speed (ASCE 7-io 2G.S 1 or 2012 lec) Topographic fector (ASCE 7-1 O 26,8 S lable 26.8-1) BuiWtng heighl to eave BuHding height to ridge Buiiding tength Building width Eflective area of components (or Solar Panel atea) lw = 1.00 for all Category V =f*:;;i4!tr':'jmph K« =#5f'-^::^*Flat he "[ --^8- ift h, =;. .',121-, =fi L B :?!ft^ 20'.. . 0 -'ft DESIGN SUMMARY Max horizontal force normal to building length, L, tace Max horizontal lame nonnal to buiiding tength, B, face Max total horizontal torsional load Max total icward fbrce level (LRFD level), Typ, 11.89 ft-kips 7.04 kips ANALYSIS Vaiocltv oreasure qA = 0.00256 Kh KM KdV* = 18.43 psf where: Oh * vekxity pressure at mean roof heighL h. {Eq. 28.3-1 page 298 & Eq, 30.3-1 page 316) = velocity pressure exposure coeflicient evaluated at height, h, {Teb. 2e,3-i, pg 2SB) = - wind (firectionelity faclor, (Tat>. 26.6-1, Ibr buiMing, page 250) = h = mean roof heigtit " < 60 ft, (Satisfactory] < Min (L, B), [Satisfactory] Design pfesaurea for MWFRS P-qhKGC^MGCp,H where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). Pn,|„ = 16 psf (ASCE 7-10 28.4.4) G Cp, = product of gust eflect factor and external pressure coefTidenL see table below. (Fig. 28.4-1, page 300 8i 301) G Cpi = product of gust effect factor and intemal pressure coefficient.{Tab. 28.11-1, Enclosed Building, page 258) 0.18 or -0.1S a = viridth of edge strips. Fig 28.4-1, note 9, page 301. MAXI M1N(0.18, 0.1L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.00 0.70 0.86 10.00 ft (ASCE 7-10 26.2.1) (ASCE 7-10 26.2.2) Surface — Roof angle e = 19.98 RoofanSee = 0.00 Surface GCp, Net Pressure wim GCp, Net Pressure with Surface GCp, (+GCp,) (-GCpi) GCp, (+GCp,) (-GCpi) 1 0.53 6.45 13.08 -0.45 -11.61 -4.98 2 -0.69 -16.03 -9.40 -0.69 -18.03 -9.40 3 -0.48 -12.16 -5.53 -0.37 -10.14 -3.50 4 -0.43 -11.24 -4.50 -0,45 -11.61 -4.98 6 0.40 4.05 10.69 6 -0.29 -8.66 -2.03 IE 0.80 11.42 18.06 -0.48 -12,16 -S.53 2E -1,07 -23,04 -16.40 -1.07 -23,04 -16.40 3E -0.69 -16.03 -9.40 -0.53 -13.09 -6.45 4E -0,64 -16.11 -8.47 -0.48 -12.16 -5,53 5E 0.81 7.93 14.56 6E -0.43 -11.24 -4.61 Suiface Roof anj alee = 19.98 Suiface GCp, Net Pressure wiSi Suiface GCp, (*GCp,) (-GCp,) IT 2T 3T 4T 0.53 -0.69 -0.48 -0,43 1.61 -4.01 -3.04 -2.81 3.27 -2.35 -1.38 -1,15 Suiface Roof an qlee - 0.00 Suiface GCp, Nel Pressure wiih Suiface GCp, (+GCp,) (-GCp,) 5T 6T 0.40 -0,29 1.01 -2.17 2.67 -0.51 «ftlltHCC«»II£R Load Case A (Transverse) Lood Case B (Longitudinal) Basic Load Coses Load Case A (Transverse) Load Case B (Longitudinal) Torsional Load Coses Bask Load Case A (Transverse Pirectloo i Surface Area Pressure m witN Surface tft') (+GCp,) (-QCp,) 1 112 0.72 1.47 2 164 -2,63 -1.64 3 164 -1,99 -0.91 4 112 -1,26 -0.52 IE 48 0,56 0.87 2E 70 -1.62 -1.15 3E 70 -1.13 -0.66 4E 48 -0.73 -0.41 £ Horiz. 2.87 2.87 Vert. -6.92 -4.00 Min. wind Horiz. 3.84 3.84 28.4.4 Vert. -7.04 -7.04 Baalc Load Caae B (Longitudinal Direction) Suface Area Presaure (k) with Suface («=) (+GCp,) (-OCpi) 2 164 -2.63 -1.54 3 164 -1.66 -0.57 5 169 0.66 1.80 6 169 -1,46 -0.34 2E 70 -1.62 -1.16 3E 70 -0.92 -0.45 5E 51 0.41 0.75 6E 51 -0.58 -0.24 Horiz. 3.13 3.13 Vert. -4.19 -1.61 Mm. wirtd Hofiz. 3,i52 3.52 28.4.4 Vert. -7,04 -7.04 Tofsionai Load Case A (Transverse Direction) i Surfiaee .1,. Area Pressure (K)wilh Torsion (ft-Kl i Surfiaee .1,. (*GCpi) (-GCpi) (+GCp,) (-GCpi) 1 32 0.21 0.42 1 1 2 47 -0.75 -0.44 -1 -1 3 47 -0.57 -0.26 1 0 4 32 -0.36 -0.18 1 1 IE 48 0,55 0.87 4 6 2E 70 -1.52 -1.15 -4 -3 3E 70 -1,13 -0.66 3 2 4E 48 -0.73 -0.41 5 3 IT 80 0 13 0.28 -1 -1 2T 117 •0.47 -0.28 1 0 3T 117 -0.36 -0.16 -1 0 4T 80 •0.22 -0.09 -1 0 Tolal Horiz. Torsional Load, MT 8 8 Torelonai Load Case B (Lonaitudinal Direction) Surfiice Area («') Pressure (k)wilh Torsion (ft-k) Surfiice Area («') (+GCpi) (-GCpi) (+GCp,) (-GCpi) 2 164 -2.63 -1,54 -1 -1 3 164 -1.86 -0.57 1 0 5 59 0.24 0.63 1 2 6 59 -0.51 -0.12 2 0 2E 70 -1.62 -1,15 6 3 3E 70 -0.92 -0,45 -3 -1 5E 51 0.41 0.75 4 7 6E 61 -0.68 -0,24 5 2 5T 110 0.11 0.29 -1 -2 6T 110 -0.24 -0.06 -1 0 Total Horiz. Torsional Load, MT 11.9 11.9 Deaign pressures for components and cladding P = tfct(GCp)-(OCp,)] where: p > pressure on componenL (Eq. 30.4-1, pg 318) Pmin = 16-00 psf (ASCE 7-10 30.2.2) G Cp ° externa) pressure coaflicienl. see tabte below. (ASCE 7-10 30.4.2) Walls 1 *! -1 -1 ^ ( -r-iT l?OQf 0«T 1 1 1 1 } 1 1 1 Ul-[z II |l S< 11 ll ll Roof eifecHve Arsa(r^) Zonal Zones Zones Zone 4 Zones eifecHve Arsa(r^) GC, -QC, GO, -GC, GC, -OC, QC, -OC GC, -GC, Comp. 0 050 -0.90 O.SO -1.90 0.50 -2.60 1.00 -1,10 1.00 -1.40 Comp. a Cladding Pressure (P»f| Zonal Z<8ie> Zone 3 Zone 4 Zones Comp. a Cladding Pressure (P»f| Nn,eve N«g^» PtaWv, 1 NHaSv, (•Ml'trva NagalM PoliSW N«>ilv» Comp. a Cladding Pressure (P»f| 16.00 -19.91 16.00 -38.34 16.00 1 -51.24 21.75 -23.59 21.75 -29,12 Note: If the effective area is roof Solar Panel area, the orriy zone 1,2 , or 3 apply. MPA ARCHITECTS. INC.! 3578 30th Street, San Diego, CA 92104 OAi.niii ATF=nBY DATF riHFnKFn RV nATC .Sr^AIF 1—^'crre\s:/^^A_ xJi^v^^^^--^*^^'::? / UPPER LEVEL SHEAR WALLS GRID LINE A - Upper level V (total load) = 1296# V (wall) = 1296#-M.88'+5.83'+10.29" = 62»f Aspect Ratio Reduction = 2 (4.88'+12.0') = 0.81 62#y < 0.81 X ZO&fl' Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (4.88') Overtuming Moment« 62#/'(4.88')(9.5')(1.0) = 2874# Dead Load At Panel #1 =2^mr Resisting Moment = [(0.85)(215#/')(4.88'')] * 2 =2176# Net Uplift = (2874#-2176#)-^4.88' = 143# 143# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with 1Gd at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #2 (5.83') Overturning Moment = 62#/'(5.83')(12')(1.0) = 4337# Dead Load At Panel #2 =255#/' Resisting Moment - [(0.85){255#/')(5.83'=)l ^ 2 =3683# Net Uplift = (4337#-3683#)-«-5.83' = 112# 112# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with 10d at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #3 (10.29') Overtuming Moment = 62#/'(10.29")(10.75')(1.0) = 6858# Dead Load At Panel #3 -235#/' Resisting Moment = [(0.85)(235#/')(10.29'*)]' 2 =10575# Net Uplift = (6858#-10575#)+10.29' = -361# -361# No uplift, holdown strap not required GRID LINE B - Upper level V (total load)= 1296# V (wall) 129e#-^22' = 5m 59#r < ZOettr use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (22') Overtuming Moment = 59#/'(22')(11')(1.0) = 14278# Dead Load At Panel #1 =236*/' Resisting Moment ^ [(0.85)(236#/'){22'*)] 2 =48545# Net Uplift = {14278#-48545#)*22' = -1557# -1557# No uplift, holdown strap not required MPAARCHrrECTS. INC.| 3578 30th Strset. San Diego, CA 92104 .<5HFFT Nn r!»i n II HTFn RY nATE rHPnKFn BY riATF UPPER LEVEL SHEAR WALLS GRID LINE A-Upper level V (total load) = 1296# V (wall) - 1296#-!-4.88'-i-5.83'-Hl0.29' = Q2»P Aspect Ratio Reduction = 2 (4.88'+12.0') = 0.81 62»f < 0.81 X 308#/' Use 3/8" Plywood or OSB W/8d At 6" O/C Edge. 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (4.88') Overtuming Moment = 62#/'(4.88')(9.5')(1.0) = 2874# Dead Load At Panel #1 -2^5»r Resisting Moment = [(0.85)(215#/')(4.88'2)I * 2 =2176# Net Uplift = (2874#-2176#)+4.88' = 143# 143# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor tielow Align dbl. stud with strap at both upper and lower floors Face nail double studs with 10d at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #2 (5,83') Overturning Moment = 62#/'(5.83')(12')(1.0) = 4337# Dead Load At Panel #2 =255#/' Resisting Moment = [(0.85)(255#/')(5.83'^)] + 2 =3683# Net Uplift = (4337#-3683#)+5.83' = 112# 112# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with lOd at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #3 (10.29') Overturning Moment = 62#/'(10.29')(10.75')(1.0) = 6858# Dead Load At Panel #3 =235»f Resisting Moment« [(0.85)(235#/')(10.29'^)] + 2 =10575# Net Uplift = (6858#-10575#)-^10.29' = -361# -361# No uplift, holdown strap not required GRID LINE B - Upper level V (total load) = 1296# V (wall) = 1296#^22' = 59#/' 5mr < 308#/' Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (22') Overturning Moment = 59#/'(22')(ir)(1.0) = 14278# Dead Load At Panel #1 =236#/' Resisting Moment = [(0.85)(236#/')(22'*)] + 2 =48545# Net Uplift = (14278#-48545#)+22' = -1557# -1557# No uplift, holdown strap not required GRID LINE 2-Upper level V (total load)= 1084# V (wall) = 1084#-i-3.4•-^4.71'-^3.52' = 94#/' Aspect Ratio Reduction = 2 (3.4'+10.0') = 0.68 Q4#r < 0.68 X SOS*/- Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (3.4') Overturning Moment = 94#/'(3.4')(10')(1.0) = 3195# Dead Load At Panel #1 =433#/' Resisting Moment = [(0.85){433#/')(3.4'2)] + 2 =2127# Net Uplift = (3195#-2127#)+3.4' = 314# 314# <154C* Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with sfarap at both upper and lower floors Face nail double studs with 10d at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #2 (4.71') Overturning Moment = 94#/'(4.71')(10')(1.0) = 4427# Dead Load At Panel #2 =433#/' Resisting Moment = [(0.85)(433#/'){4.71'=)] 2 =4082# Net Uplift = (4427#-4082#)-*-4.71' = 73# 73# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with 10d at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #3 (3.52') Overtuming Moment = 94#/'(3.52')(10')(1.0) = 3308# Dead Load At Panel #3 =433#/' Resisting Moment = [{0.85)(433#/')(3.52'=)] + 2 =2280# Net Uplift = (3308#-2280#)-^3.52' = 292# 292# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at botii upper and lower floors Face nail double studs with lOd at 4" o/c Attach strap with 16-16d sinkers GRID LINE 3-Upper levei V (total load) = 1084# v (wall) = 1084#-^3.46'-i-3.42'-H3.54' = IOS*/" Aspect Ratio Reduction = 2 {3.42'-i-9.0') = 0.76 IOS*/" < 0.76 X 30Q#r Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Upltft At Shear Panel #1 (3.46') Overturning Moment = 105#/'(3.46'){9')(1.0) = 3269# Dead Load At Panel #1 =375#/' Resisting Moment = [(0.85)(375#/')(3.46'=)] * 2 =1907# Net Uplift = (3269#-1907#)-^3.46' = 393# 393# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with 10d at 4" o/c Attach strap with 16-16d sinkers Uplift At Shear Panel #2 (3.42') Overturning Moment = 105#/'(3.42')(9')(1.0) = 3231# Dead Load At Panel #2 =375#/' Resisting Moment = [(0.85)(375#/')(3.42'')l + 2 =1864# Net Uplift = (3231#-1864#)+3.42' = 399# 3gg# <1540# Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with lOd at 4" o/c Attach sfrap with 16-16d sinkers Uplift At Shear Panel #3 (3.54') Overturning Moment = 105#/'(3.54')(9')(1.0) = 3345# Dead Load At Panel #3 =375#/' Resisting Moment - [(0.85)(375#/'){3.54'*)] ^ 2 =1997# Net Uplift = (3345#-1997#)-^3.54' = 380# 380# <^5A(M Provide Simpson MSTC28 strap tie, panel edges to floor below Align dbl. stud with strap at both upper and lower floors Face nail double studs with 10d at 4" o/c Attach strap with 16-16d sinkers MPAARCHrrECTS, INC.I 3578 30th Street, San Dlego, CA 92104 SHEETNO riF 1-;A1 n II ATFTl BV riA-TF rSHFT^KPrVRY 5*= 2- JL •—^ ^TlO ^ LOWER LEVEL SHEAR WALLS GRID LINE A - Lower level V (total load) = 2714# V (wall) = 2714#-^16' = nO#r ^7mr < ZOm use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (16') Overturning Moment = 170#/'(16')(8')(1.0) = 21760# Dead Load At Panel #1 =351#/' Resisting Moment = [<0.85){351#/')(16")1 - 2 =38188# Net Uplift = (21760#-38188#)+16' = -1026# -1026# No uplift, holdown not required GRID LINE A.7 - Lower level V (total load) = 2025# V (wall) = 2025#+1 V+B.5' = 104#/' 104#/' < 308#/' Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (11') Overturning Moment = 104#/'(11')(8')(1.0) = 9152# Dead Load At Panel #1 =64#/' Resisting Moment = l(0.85)(64#/')(11'*)] * 2 =3291 # Net Uplift = (9152#-3291#)-*-11' = 532# 532# <1950# Use LSTHD8 holdown strap to dbl. stud at corner/midwall only Face nail double studs with iOd at 4" o/c ALTERNATE HOLDOWN - <3075# Use HDU2-SDS2.5 holdown to double stud Use SSTB16 bolt with 12 5/8" min. embedmen Uplift At Shear Panel #2 (8,5') Overturning Moment = 104#/'(8.5')(8')(1.0) = 7072# Dead Load At Panel #2 =64#/' Resisting Moment = [(0.85)(64#/')(8.5'=)] ^ 2 =1965# Net Uplift = (7072#-1965#)+8.5' = 600# 600# <1950# Use LSTHD8 holdown strap to dbl. stud at comer/midwall only Face nail double studs with IOd at 4" o/c ALTERNATE HOLDOWN - <3075# Use HDU2-SDS2.5 holdown to double stud Use SSTB16 bolt with 12 5/8" min. embedmen SRID LINE B- Lower level V (total load) = 3054# V (wall) = 3054#-5-6.9' = 443#/' 443#/' < 475#/' Use 19/32" Plywood or OSB W/1 Od At 6" O/C Edge, 12" O/C Field Symbol 4 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (6.9') Overtuming Moment = 443#/'(6.9')(8')(1.0) = 24453# Dead Load At Panel #1 =287#/' Resisting Moment = [(0.85)(287#/')(6.9'^)] ^ 2 =5807# Net Uplift = (24453#-5807#)-^.9' = 2702# 2702# <5980# Use HDU8-SDS2.5 holdown Factored uplift for retrofit holdown anchor = 2702# (1.65) = 4458# Use ASTM 1554 7/8" diameter threaded rod retofit anchor Install with SET epoxy with minimum 12" embedment Special inspection required GRID LINE 2 - Lower level V (total load) = 2770# V (wall) = 2770#-i-16' = 174#/' 174#/' < ZOm Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (16') Overtuming Moment = 174#/'(16')(8')(1,0) = 22272# Dead Load At Panel #1 =807#/' Resisting Moment = [(0.85)(807#/')(16")] 2 =87801# Net Uplift = (22272#-87801#)-»-16' = -4095# -4095# No uplift, holdown not required 3RiD LINE B - Lower level V (total load) = 3054# V (wall) = 3054#-6.9' = 443#/' 443#/- < 475#/' Use 19/32" Plywood or OSB W/1 Od At 6" O/C Edge, 12" O/C Field Symbol 4 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (6.9') Overtuming Moment = 443#/'(6.9')(8')(1.0) = 24453# Dead Load At Panel #1 =287#/' Resisting Moment = [(0.85)(287#/')(6.9'')] * 2 =5807# Net Uplift = (24453#-5807#)-^.9' = 2702# 2702# <5980# Use HDU8-SDS2.5 holdown Factored uplift for retrofit holdown anchor = 2702# (1.65) = 4458# Use ASTM 1554 7/8" diameter threaded rod retofit anchor Install with SET epoxy with minimum 12" embedment Spectal inspection required GRID LINE 2 - Lower level V (total load) = 2770# V (wall) = 2770#-!-16' = 174#/' 174#/' < Z(mf Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Scheduie UPLIFT Uplift At Shear Panel #1 (16') Overturning Moment = 174#/'(16')(8')(1.0) = 22272# Dead Load At Panel #1 =807*/' Resisting Moment = I(0.a5)(807#/')(16")] * 2 =87801# Net Uplift = (22272#-87801#)-16' - -4095# -4095# No uplift, holdown not required GRID LINE 3 - Lower level V (total load^ = 2770# V (wall) = 2770#*4.25'+4.08'+3.66' = 232#/' Aspect Ratio Reduction = 2 (3.66'+8.0') = 0..92 23^/ < 0.92 X ZOmr Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (4.25') Overturning Moment = 232#/'(4.25')(8')(1.0) = 7888# Dead Load At Pane! #1 =613#/' Resisting Moment = K0.85)(613#/')(4.25'*)] * 2 =4705# Net Uplift = (7888#-4705#)-^4.25' = 748# < 750#, holdown not required Uplift At Shear Panel #2 (4.08') Overturning Moment = 232#/'(4.08*)(8')(1.0) = 7572# Dead Load At Panel #2 =726#P Resisting Moment = I(0.85)(726#/')(4.08'*)] ^ 2 =5136# Net Uplift = {7572#-5136#)-^.08' = 597# < 750#. holdown not required Uplift At Shear Panel #3 (3.66') Overtuming Moment = 232#/'(3.66')(8')(1.0) = 6792# Dead Load At Panel #3 =726#/' Resisting Moment = [(0.85)(726#/')(3.66")l ^ 2 =4133# Net Uplift = (6792#-4133#)-*-3.66' = 726# < 750#. holdown not required MPA ARCHITECTS, INC.J 3578 30th Street, San Diego, CA 92104 ."iHPPT ton OF i-j^ifMB »Tcnav r>ATF rHFr.KFn RV riATE SCALE . —^ re» 6r FT2. ^E£i.cr»d>isi Fft^n-'i uppeT^ L_<V^C MPA ARCHITECTS, INC. 3578 30th Slreet San Diego, CA 92104 www.mpa-architects.com Description: F9, Flo, F11 (33' x 33" X12* */4-#4 EACH WAY). MAX LOAD 1 lit Calculations per ACI 318-11, IBC 2012, CBC 2013. ASCE 7-10 Load Combinalions Used : 2006 IBC & ASCE 7-05 Gen,ff:ial inforrtfjitliaiiri . .,- Mateiial Propeilies f c: Concreie 28 day strength fy: Rebar Yield Ec: Concrete Elastic Modulus Concrete Density (p Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Ailow % Temp Reinf Min. Oveiluming Safety Factor Min. SMng Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wtfor Soil Pressure Use Pedestal wt for stability, mom & shear -bimojislons ... Jir?- "' 2.50 ksi 60.0 ksl 3.122.0 ksi 145.0 pcf 0.90 0.850 0.00180 1.50:1 1.50 :1 Yes Yes Yes Yes Width parallel to X-X Axis Length parallel to 2-Z Axis Footing Thicknes Pedestal dimensions.,, px : paraiiel to X-X Axis = pz: parallel to Z-Z Axis Hdght Rebar CenterUne to Edge of Concrete,, at Bottom of footing = 2.750 ft 2.750 ft 12.0 in in in in 3.0 in .Fteirtffliilng; Bars paraBel to X-X Axis Numberof Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Numberof Bars Reinforcing Bar Sizt 4.0 # 4 4.0 # 4 Bandwidth DIsblbufion Check (ACI 1S.4.4.2) Direction Requiring Close' Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Soil Design Values Allowable Soil Bearirig increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface = Allowable pressure increase per foot of deptb when footing base is below = Increases based on footing plan dimension Allowable pressure increase per foot of depl = when maximum length or width is greater4 1.50 ksf Yes 250.0 pcf 0.30 1.0 ft ksl ft k^ ft w P: Cdumn Load 11.0 k OB; Overburden = ksf M-xx k-ft M-zz = k-ft V-x = k V-z k MPA ARCHITECTS, INC. 3578 30th Street San Diego. CA 92104 www.mpa-archltects.com Lie. n : KW-06001b&3 Descriptfon: F9. FIO, Fl 1 (33' xlrxT? 4-« EACH WAY), MAX LOAO 11k MIn. Ratk) Item Appled PASS 0.0 Soil Bearing 0.0 ksf PASS n/a Overtuming - X-X 0.0 k-ft PASS n/a Overturning - Z-Z 0.0 k-ft PASS n/a Sliding-X-X 0.0 k PASS n/a Sliding-Z-Z 0.0 k PASS n/a Uplift 0.0 k PASS 0.1698 Z Flexure (-I-X) 1.925 k-ft PASS 0.1698 Z Flexure (-X) 1.925 k-ft PASS 0.1698 X Flexure (-•Z) 1.925 k-ft PASS 0.1698 X Flexure (-Z] 1,925 k-ft PASS 0.1423 1-way Shear (-^X) 12,099 psi PASS 0.1423 1-way Shear (-X) 12,099 psi PASS 0.1423 1-way Shear (-^2) 12.099 psl PASS 0,1423 1-way Shear (-Z) 12.099 psi PASS 0.2597 2-way Punching 44.151 psi Capacity De^Aqr. OK Oovembig Load Combtintion 1.645 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 11.334 k-ft 11.334 k-ft 11.334 k-ft 11.334 k-ft 85.0 psl 85,0 psi 85.0 psi 85.0 psi 170.0 psi LrOnly No Overtuming No Overturning NoSlkIng NoSiktng NoUpfift -^1.40D -^1.40D -F1,40D -^1.40D +1,40D -1-1.400 -1-1.40D +1.40D -^1.400 5CCU12S ' ^> C All .O I, .1 ll 1 >. CM ir' 6,S Kl 5S'x l(3;<'/zl ':eaQ^^ rSjsijs^ C-iuA'^i:*sc Q .4.'^ +^ yv^Sf 5-cJ 0/^ = 151 1 use (xly »/^^^^^T;} 'V-EXISTING 9^; <E> 5ALU FRAMED U RAMONA LUMBER COMPANY INC, P.O. BOX 1560 RAMONA CA, 92065 PH: 760-789-1080 FAX: 760-789-4958 RAMONA LOCATION 425 MAPLE STREET RAMONA CA 92065 RALPHiaRAM0NALUMBER.COM STACEYlg RAMQNALUMBER.COM DATE 6/16/15 TRUSS ENGINEERING COVER SHEET JOB #10514 NAME: Roed Brennan 3e'-0' -5 l/i 17'-?' I'-ll 1/2' 30'-0' O CopyrigM CompuTrus Inc. 2006 BUILDER: ROED DEREK PRO/ECrTmE; job #10514 BRENNAN PLAN: 1 / DRAWNBY: CHECKED BY: DELIVERY LOCATION: CARLSBAD.CA. SCALE: 1/8" = 1' ISSUE DATE: 06/16/15 REVIStON-1: REVISION-2: REVISIONS: ABOVE PLAN PROVIDED FOR TRUSS PLACEMEMT ONLY.REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL DRAWINGS FOR ALL FURTHER INFORMATION. BUILDINQ DESIGNEWENGINEER OF RECORD RESPONSIBLE FOR ALL NON-TRUSS TO TRUSS CONNECTIONS. BUILDING DESIGNER/ENGINEER OF RECORD TO REVIEVK AND APPROVE OF AU. DESIGNS PRIOR TO CONSTRUCTION. Ramona Lumber Company, Inc. P.O. Box 1560 - Ramona, CA 92065 (760) 789-1080 / FAX 789-4958 All designs are property of RADtONA LUMBER CO.INC. All designs are null and void If not fabricated by RAMONA LUMBER CO.INC. Illli This design prepared from computer input by RAMONA LUMBER RT LUMBER SPECIFICATIONS TC: 2X4 DF #1&BTR BC: 2x4 DF SISBTR WEBET 2X4 DP STUD TC LATERAL SUPPORT BC LATERAL SUPPORT 12"0C. UON. 12"0C. UON. LLl TRUSS SPAN 26'- 0.0" LOAD DURATION INCREASE =1,25 SPACED 24,0" O.C. LOADING 20.0)+DL( 14,0) ON TOP CHORD = 34.0 PSF DL OM BOTTOM CHORD = 5.0 PSF TOTAL LOAD = 39.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2013 NOT BEING MET, BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 13-00 13-00 CBC2013/IBC2012 MAX MEMBER FORCES 4WR/GDF/Cq=l.00 1- 2=( -33) 642 2- 3=( -e) 3- 4=( -656) 4- 5=(-1260) 5- 6=( 0) 660 72 89 145 7- B=(-65) 8- 9=( 0) 9- 10=i( 0) 10-11=1-41) 40 306 739 1382 7- 1=( 0) 1- 8=( -544) 2- 8={ -150) 8- 3=1-1392) 3- 9«( 0) 148 38 22 57 391 4- 10=( -10) 10- 5=( -416) 5- ll=(-1565) 11- 6=( -162) 558 55 26 9- 4-( -292) 12 BEARING LOCATIONS 0'- 0,0" 4'- 3.5" 26'- 0.0" MAX VERT REACTIONS -119/ BV -49/ 1346V -25/ 802V MAX HORZ REACTIONS -51/ SIH 0/ OH 0/ OH BRG SIZE 3.50" 3.50" 3,50" REQUIRED BRG AREA SQ.IN. (SPECIES) 0,01 DF ( 625) 1,94 DF ( 625) 1.28 DF ( 625) [Weight: 106.69 lb| VERTICAL DEFLECTION LIMITS; LL=L/240, TL=L/180 MAX LL DEFL = -0,044" S 19'- 6.6" Allowed = 1.071" MAX TL CREEP DEFL = -0.107" 9 19'- 6,6" Allowed = 1.428" MAX TC PANEL LL DEFL - -0.009" * 2'- 0.4" Allowed - 0.233" MAX TC PANEL TL DEFL = -0.018" 13 2'- 0.4" Allowed = 0.349" HAX HORIZ. MAX HORIZ, LL DEFL TL DEFL 0.013" 0.024" 25'- 25'- 8.5" 8.5" 4-01-12 2-04-04 6-06 6-07-13 6-04-03 Kind: 110 mph, h=15£t, TCDL=8,4,BCDL=3.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.C, MWFRS(Dir), load duration £actorsl.6, End vertical(s) not exposed to wind. Bottom chord at cantilevered end(sl not exposed to wind, Truss designed for wind loads In the plane of the truss only, [Max CSI; TC:0,52 BC:0.46 Web:0,91| 12 4,00 l^^--M-4X5 12 4.00 M-2.5x6 M-2,5x5 M-l,5x3 M-2.5x5 4-01-12 M-l.5x3 4-06-04 8-08 8-08 IPROVIDE FOLL BEARING;Jts;7,8,lT| 26-00 JOB NAME: BRENNAN - A Truss: A DES. BY: EE DATE; 3/5/2015 SEQ.: 6198819 TRANS ID: 418336 Millilllillli Scale: 0.2171 WARNINGS: 1. BuiUsr and erectkMi cor^ractor should be advtsad of all Genefal Notes and Wamings before construction commsnces. 2. 2x4 compression web bradng must be installed where shown +. 3. Additional temporary bradng to Insure stabiity dtring construction is the responsibility of the erector. Additiond permanent bracing of the overal structure is the responsibiiity of the bidlding designsr. 4. No load should be applied to any component until after al bracing and fasteners are complete and at no time should any loads greater than dm^ Voada be Hp^iRed to erty component. 5. CompuTrus has no contrtrf over and assumes no responsibility for the fabrication, handling, shipmertf and installation of components. 6. This desi^ is fumished subject to the ImitaSons set forth by TPI/WTCA in SCSI, copias of wll be furnished upon request. MiTek USA, IncVCompuTnjs Soflware +7.6.6-SP2{1L)-E GENERAL NOTES, unless otherwise noted: 1. Iliis design is based only upon the paramelws shown and is for an individud buiiding component. Af^licabllty of desigri parameters and proper incorporalion of component is the responsibility of the building designer. 2. Design assumes ^ lop and bottom chords to be lateral^ bniced at 2' O.C. and at 10* o.c. rsspec^ly urdess braced throughout their length by continuous sheathing such as plywood shealhing(TC) and/or drywall(BC). 3. 2x Irnpac^ bridging or lateral bracing reqtiM where shown * * 4. Instalation of truss ts the responsiblity of the respective contractor. 5. Design assumes trusses are lo be used in a non-corrosive environment, anti em fot "dry <»n(li,W iA use. 6. Design assumes fufl bearing at aD supports shown. SNm or wedge if necessary. [Resign assumes adequate cfrainage Is provided. Plates shal be located on botti faces of ttuss, and placed so their center lines coincltto with JoinI center fines. 9. Digits indicate size of plate in Inches. 10. For basic connector pete design values see ESR-1311, ESR-1988 (MiTeIc) LUMBER SPECIFICATIONS TC: 2x4 DF flSBTR BC: 2x4 DF #liBTR TC LATERAL SUPPORT BC LATERAL SUPPORT 12"0C. UON. 12"0C. UON. Unbalanced live loads have been considered for this design. TRUSS SPAN 26'- 0,0" LOAD DURATION INCREASE =1,25 SPACED 24.0" O.C. LOADING LLl 20.0)+DL( 14.0) ON TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 5.0 PSF TOTAL LOAD = 39.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREHENTS OF CBC 2013 NOT BEING MET. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. iBeight: 122.36 lb| Wind: UO mph, h=15ft, TCDL=8.4,BCDL=3.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.C, MWFRS(Dir), load duration factor=1.6, Bottom chord at cantilevered end(s) not exposed to wind, Truss designed for wind loads in the plane of the truss only. Gable end truss on continuous bearing wall UON. M-lx2 or equal typical at stud verticals. Refer to CompuTrus gable end detail for complete specifications. IMax CSI: TC:0.00 BC:0.00 Web:0.00| IDESIGN REQUIRES NO REPAIR, DESIGN ADEQUATE AS SHOWN, 13-00 13-00 12 4,00 c^- 12 t 5/16" MAX. AT CENTER DUE TO CAMBER IS ACCEPTABLE 0.00" J—- TO M-3x5(S) 5/16" MAX. TO 16-00 10-00 0.00" ^ 26-00 JOB NAME: BRENNAN - Al Truss: Al DES. BY: EE DATE: 6/17/2015 SEQ.: 6289275 TRANS ID: 429147 1. Bulder and erection contractor shmid be advised of aV Qeneral Notes and Vtamlngs before constructton comnwnoet. 2. 2x4 compressiwt web bradng must ba instiled where shown +. 3. Additkmal temporery bracing to insure stafaMty during construction is the responsfbKty ofthe erector. AddUonal parmanent bradr^ of the overall structure is the responsiblity ofthe building designer. 4. No knd should be appRed to any component untl after al bradng and fasteners are complete and at no time ahouU any toads greater than design toads be applted to any componwit. 5. CarnpuTnnhs&TiocontnAowsffidniSwneisnoreaf^^ ftibrkaithin, handling, shipment and InstaUatton of components. 6. Thb design is fumished sutijed to the Umitations set forth by TPI/WTCA In BCSI, copies of which wUl be fumtehed upon request MITek USA, Inc/CompuTrus Soflware 7.6.6(1 L)-E Scale: 0.3305 GENERAL NOTES, unless othenvise noted: 1. This design is based only upon the parameters shown and is for an hdivklual tiulMing component. AppHabKty of design parameters and proper Inco^wratlon of component is the responsmty of the buikling designer. 2. Design assumes the top and bottom chords to oe laterally braced at 2* O.C. and at 10* o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywaB{BC). 3. 2x Impact brkfgkig or lateral bradng required where shown * + 4. bmtalationoftruss is the responsnnty ofthe respecttve contractor. 5. Design assumes trusses are to be used in s non-corrosive environment, and are tor "dry conditton" of use, 6. Design assumes fUS bearing st al supports shown. Shim or wed^;^ H necessary. 7. Desl^ assumes adequate drainage is provided. 8. Plates shal be tocatod on both taces of truss, and ptoced so their center Nnes coincide with Joint canter Unes. 9. (^its indicate size of plate in ^ches. 10. For basto connedor plate design values see ESR-1311, ESR-1988 (MiTek) I This design prepared from computer input by RAMONA LUMBER RT LUMBER SPECIFICATIONS TRUSS SPAN 26' 0.0" CBC2013/1BC2012 MAX MEMBER FORCES 4WR/GDF/Cq=l.00 TC; 2x4 DF «l&BTR LOAD DURATION INCREASE = 1. 25 1-2=(-1227) 41 8- 9=( -4) 106 8- 1=( -599) 23 11- 5=(-1214) 89 BC; 2x4 DF jflSBTR SPACED 24.0" O.C. 2-3=(-1624) 85 9-10=(-17) 1156 1- 9=( -10) 1052 5-12=( 0) 256 WEBS; 2x4 DF STOD 3-4=( -349) 26 10-12=( -6] 1488 9- 2=( -830) 58 12- 6=( -502) 47 LOADING 4-5=( -315) 25 12-13=(-50) 1891 2-10=( 0) 671 6-13=( -151) 39 TC LATBRAL SUPPORT <= 12"0C. UON. LLI 20,0)tDL( 14,0) ON TOP CHORD » 34,0 PSF 5-6.(-1651) 86 13-14=( -6) 172 10- 3.( -136) 138 13- 7=( -42) 1729 BC LATERAL SUPPORT <= 12»0C. UON, DL ON BOTTOM CHORD = 5.0 PSF 6-7=(-2009) 76 3-llx(-1214) 89 7-14=( -972) 39 Unbalanced live loads have been TOTAL LOAD = 39,0 PSF 11- 4=( -10) 146 Unbalanced live loads have been 39,0 PSF 11- 4=( -10) 146 considered for this design. BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA LIVE LOAD AT LOCATION(S) SPECIFIED BY CBC 2013, LOCATIONS REACTIONS REACTIONS SIZE SQ.IN, (SPECIES) THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF, 0'- 0,0" -15/ 621V -51/ 51H 3.50" 0,99 DF ( 625) 4'- 1.7" -22/ 879V 0/ OH 3.50" 1.27 DF ( 625) 26'- 0.0" -30/ 989V 0/ OH 3.50" 1.58 DF ( 625) IWeight; 110,56 lb| VERTICAL DEFLECTION LIMITS: LL=L/240, TL.L/180 MAX LL DEFL = -0.168" 8 15'- 6.6" Allowed = 1.071" MAX TL CREEP DEFL = -0.350" 8 15'- 6.6" Allowed = 1.428" MAX BC PANEL LL DEFL = -0,006" 8 2'- 5.2" Allowed = 0,185" MAX BC PANEL TL DEFL • -0,011" 8 2'- 3.5" Allowed • 0.247" 13-00 13-00 4-03-08 12 4.00 M-2.5x5 6-02-08 2-06 2-06 6-02-08 M-2.5x5 M-4X5 4-03-08 12 -=^4.00 MAX HORIZ. LL DEFL MAX HORIZ, TL DEFL 0.017" 0.033" « 25'- 10.3' S 25'- 10.3" Wind: 110 mph, h=15ft, TCDL.8.4,BCDL«3,0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.C, MWFRS(Dir), load duration factor=l,6, End vertical(s) not exposed to wind, Bottom chord at cantilevered end(s) not exposed to wind, Truss designed for wind loads in the plane of the truss only, IMax CSI: TC;0.49 BC;0,52 Web;0.53| 3x8 4-00 6-02-OB 5-07 6-02-08 4-00 12-00 14-00 IPROVIDE FULL BEARING,-JtS :8, 9.TT) 26-00 JOB NAME: BRENNAN - A FAU Scale: 0.2145 Truss: A FAU DES. BY: EE DATE: 3/5/2015 SEQ.: 6198821 TRANS ID: 418336 llilllliil WARNINGS: 1. Buikfer and erectton contractor shoukl be advised of aH General Notes and Wamings before constructton commences. 2. 2x4 compression web bradng must be ^taSed where shown *. 3. Additional temporary bractog to insure stabtty during constructton is the reaponstottity of the erector. Addittonal permanent bradng of the overal structure is the responsibly of the biritoing designer. 4. No load shouto be applied to any comporwnt until after al bracing and fasteners are convttote and at no Hme should any toads gre^ than design toads be appHed to any compment. 5. ConnpuTrus has no controt over and assumes no responsibUity tor ttw fabrtoation, handling, stiipmertf and instafialton of conoponents. 6. This design is ftjmished subject to ttie Hmitattons set fortti by TPI/WTCA in BCSI, copies of wll be ftimished upon request. MiTek USA, Inc/CompuTrus Software 7.6.6(1 L)-E GENERAL NOTES, untoss othenwise noted: 1. This design is based only upon the parameters shown and is for an indivklual bulding componeni. AppRcabMty of design parametors and pn»er incorporation of component Is tw rasponsibility of the buitoing designer, 2. Design assumes ttw top and bottom chords to be latoraly braced at 2* ox. and at 10' o.c. respecttvely unless braced ttiroughout ttwir lengtti by continuous sheattiing such as plywood sheatt)ing(TC) and/or drywal(BC). 3. 2x Impad bridging or latent bradng required where shown + 4. Instalation of ttiiss is ttw responsiblity of ttw respective contractor. 5. Oesign auumes trusses are to be used in a non^xMrosive environment, and are fbr "dry conditon" of use. 6. Design assumes fufl bearing at aH suf^xirts shown. SNm or wedge if necessaiy. 7. Design assumes adequate drairwge Is provided. 8. Plalas ShaR be tocated on botti faces ot truss, and ^ced so their center Unes coindde with jpM center Ines. 9. Digits indicate size ofptoto in inches. 10. For basic connector ptote design values see ESR-1311, ESR-ig88 (MiTek) LUMBER SPECIFICAIIONS TC: 2x4 DF llSBIR BC: 2x4 DF lUBTR TC LATERAL SUPPORT <= 12"0C, UON. BC LATERAL S'JPPORT <= 12"0C. UON. Unbalanced live loads have been considered for this design. TROSS SPAN 17'- 7.0" LOAD DURAIION INCREASE - 1.25 SPACED 24.0" O.C. LOADING IL( 20.0)+DL( 14.0) OS TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 5.0 PSF TOTAL LOAD = 39,0 PSF LIMITED STORAGE DOES NOT APPLY DCE TO THE SPATIAL REQUIREMENTS OF CBC 2013 NOT BEING MET, BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOH CHORD LIVE LOADS ACT NON-CONCURRENTLY. [Weight: 72.46 IS] 110 mph, h=15ft, TCDL=8.4,BCDL=3.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.C, MViFRS(Dir), load duration factor=1.6, Bottom chord at cantilevered end(5) not exposed to wind, Truss designed for wind loads in the plane of the truss only. DESIGN ASSUMES SHEATHING TO ONE FACE ONLY Gable end truss on continuous bearing wall UON. M-lx2 or equal typical at stud verticals. Refer to CompuTrus gable end detail for complete specifications. IMax CSI: TC:0.OC BC:0.00 Web:Oo' [DESIGN REQUIRES NO REPAIR, DESIGN ADEQUATE AS SHOWN. 8-09-08 8-09-08 4.00 c- 12 -•^J 4,00 i-5/16" MAX. AT CENTER DUE TO CAMBER IS ACCEPTABLE 0.00" TO TO 5/16" MAX. 17-07 JOB NAME: BRENNAN - Bl Scale; 0.4724 Truss: Bl DES. BY: LA DATE: 6/25/2015 SEQ.: 6292330 TRANS ID: 429318 IIIIIIIII WARNINOS: 1. Bulder and erection contractor shoukl be advised of aH Qeneral Notes and Wan^ngs before construcUon commences. 2. 2x4 compresston web bredng must be installed where shown+. 3. Additionai temporary bredng to insure stobility during consttuction ts ttie responsibility of ttw erector. Additional permanent bradng of ttw overall stnicture Is ttw responsibiiity of ttw buitoing designer. 4. No toad should be applted to any component unUI after ^1 bradng and fastenere are compiets and at no Ume should any toads greater than design k»ds be applied to any component. 5. CompuTrus has no contrd over and assumes no responsitiitlty tor the ffttiricstton, hsndHng, shipment and tostellaUon of componsnts. 6. This design Is Aimlshed subject to the Umltettons set forth by TPI/WTCA In BCSI, coptes of which will be fumished upon request. MiTek USA, Inc/CompuTrus Software 7.6.6(1 L)-e GENERAL NOTES, untess ottierwise noted: 1. THs design is based only upon ttie iwrametere shomi and Is for an lndl\ridual building con^Mnent. Appttcabiilty of design parametere and proper Incorporetfon cf comporwnt Is ttw respornibility of ttw buldng designer. 2. Design assumss ttw top and bottom chords to be lateraily breced at 2' o.c. and at 10' o.c respectively untess braced ttvwghout ttieir lengtti by conttnuous sheattiing such as plywood sheattitog(TC) and/or diywalllBC). 3. 2xtoipact bridging or teterat bradng required where shown+ 4. InsteHatton of truss te ttw responstewy of ttie respedive cwttredor. 5. Design assumes ttusses are to be used in a non-corrosive envkonmenl. and are for "dry conditton* of use. e. Oesign assunws fUU twaring at aH supporte shown. Shim or wedfw if necflisvy. 7. Design sssumes adequate drainage te provtoed. 8. Ptetes shal be tocated on botti teces w ttuss, and ptoced so ttieir center lines cotodde wltti Joint center lines. 9. Digite indtoate size af ptete In Inches. 10. For basto connector pliate design values see ESR-1311, EW-1988 (MITek) IIIII This design prepared from computer input by RAMONA LUMBER RT LUMBER SPECIFICATIONS TC; 2X4 DF IISBTR BC; 2x4 DF »1&BTR WEBS: 2x4 DF STUD; 2x6 DF STUD A TC LATERAL SUPPORT <= 12"0C. UON. BC LATERAL SUPPORT <= 12"0C. UON, TRUSS SPAN 17'- 7.0" LOAD DURATION INCREASE =1.25 SPACED 24.0" O.C. LOADING LL( 20.01+DL( 14.0) OH TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 5,0 PSF TOTAL LOAD = 39.0 PSF LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF CBC 2013 NOT BEING MET, CBC2013/IBC2012 MAX MEMBER FORCES 4WR/GDF/Cq=l.OO 1- 2=( 0) 2- 3=(-917) 3- 4=(-917) 4- 5=( 0) BEARING LOCATIONS 0'- 0.0" 17'- 7.0" 111 49 49 111 6- 7=(-46) 1048 7- 8=(-46) 1048 MAX VERT REACTIONS -22/ 686V -22/ 686V 1- 6=( -117) 6- 2=(-1229) 2- 7=( -253) 7- 3-( 0) 7-4=1 -253) MAX HORZ REACTIONS -30/ 30H 0/ OH 18 61 73 341 73 4-B=(-1229) 61 8-5=( -117) 18 BRG SIZE 3,50" 3,SO- REQUIRED BRQ AREA SQ.IN. (SPECIES) 1.10 DF ( 625) 1.10 DF ( 625) BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD, TOP AND BOTTOM CHORD LIVE LOADS ACT NOH-CONCURRENTLY, IWeight: 70,87 lb| VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL DEFL = -0.029" 9 8'- 9,5" Allowed = 0,850" MAX TL CREEP DEFL = -0.069" « 8'- 9.5" Allowed = 1.133" MAX HORIZ, LL DEFL = 0.012" 8 17'- MAX HORIZ. TL DEFL = 0.022" g 17'- 1,5" 1,5" 8-09-08 8-09-08 Wind: 110 mph, h=15ft, TCDL-8.4,BCDL=3.0, ASCE 7-10, (All Heights), Enclosed, Cat,2, Exp,C, MWFRS(Dir), load duration factor-1,6. End vertical(s) not exposed to wind, Bottom chord at cantilevered end(s) not exposed to wind. Truss designed for wind loads in the plane of the truss only. 4-02-02 4-07-06 4-07-06 IMax CSI; TC;0.21 BC:0,46 Web:!"!?! 4-02-02 12 4.00 r.'" M-2.5X5 H-l.5x3 12 M-2.5x5 M-l,5x3 0-05-08 > 8-04 8-09-08 17-07 JOB NAME: BRENNAN - B Scale: 0.3262 Truss: B DES. BY: EE DATE: 3/5/2015 SEQ.: 6198822 TRANS ID: 418336 iilHIill WARNINGS: 1. Buider and erection contractor shouto tw advised of aH General Notes and Wamings before constructton comnwnces. 2. 2x4 compresston web bradng must be instelled where shown 3. Additional lemporary bracing to tosura stabity during construction Is ttw responsibitily of ttw erector. Addittonal permanent bradng of ttie overal sbucture te the responsibHify of the buHding designer. 4. Ho toed shouU be appled to any comporwnt untl after al bracing and fastenera are complete and at no tttne should any toads greater ttwn design loads be appHed to any component. 5. CompuTrus has no control over and assurrws no responsibillly tor ttw fabrication, hancWng. shifHnent and InstaHation of componente, 6. This design Is fumished subject to ttw limltattons set forth by TPi/WTCA in BCSI, copies of which ^ be fumished upon request. MiTek USA, Inc/CompuTrus Software 7.6.6(1 L)-E GENERAL NOTES, untoss oUwnwIse noted: 1. This design te based only upon ttw paranwtere shown and is for an tndivkluai buHding component. ApplcabWty of design parametere and proper incorporation of component te ttw responsiblity of ttw bulMtng designer. 2. Design assumes ttw top and boltom chonis to be bteraly braced at 2' 0.C and at 10* o.c. respecttvely untoss braced throu^twut ttwir lengtti by continuous sheattiing such as plywood sheaUiing(TC) and/or drywalKBC). 3. 2x Impad bridging or lateral braang required where shown + + 4. Instelatton of ttuss to ttw responsible of ttw respective conttactor. 5. Design wswTWS ttusses are to be used Inanorv«orroslveenvkonnwnt, and are for 'dry condition' of use. 6. Dasign assumes bearir>g at al supporte shown. Shim or wedge if 7. Design assumes adequato drainage te provided. 6. Ptetos shal be locabsd on botti faces of ttuss, and placed so their center lines coincide witti joint center Ines. 9. Digite indtoete size of plate in inches. 10. For basto connector pete design vatues see ESR-1311, ESR-108e (MiTek) This design prepared from computer input by RAMONA LUMBER RT LUMBER SPECIFICATIONS TC; 2x4 DF #1SBTR BC: 2x8 DF #2 WEBS: 2x4 DF STUD TC LATERAL SUPPORT <=• 12"0C. DON. BC LATERAL SUPPORT <= 12'OC. UON. 17-07-00 GIRDER SUPPORTING 22-00-00 LOAD DURATION INCREASE =1.25 (Non-Rep) TC UNIF BC UNIF LL( LL( 40,0)tDL( 199.2)+DL( LOADING 28,0)= 68.0 PLF 200.0)o 399.2 PLF 0,0" TO 0,0" TO 7,0" V 7,0" V 1 ( 2 ) complete trusses requiied. Join together 2 ply with 3"x,131 DIA GUH nails staggered at; 3" oc in 1 rowls) throughout 2x4 top chords, 9" oc in 2 rowjs) throughout 2x8 bottom chords, 9" oc in 1 rowjs) throughout 2x4 webs. LIMITED STORAOE DOES NOT APPLY DUE TO THB SPATIAL REQUIREMENTS OF CBC 2013 NOT BEING MET, BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURREHTLY, CBC2013/IBC2012 MAX MEMBER FORCES 4WR/0DF/Cq=l.00 1- 2=(-7564) 196 2- 3=(-5730) 170 3- 4=(-5730) 170 4- 5=(-7564) 196 6=(-154) 7=(-154) 8=(-154] 5=(-154) 6906 6826 6826 6906 6- 2=( -14) 1510 2- 7=(-1580) 66 7- 3=( -76) 7- 4=(-l560) 4- 8-( -14) 3340 66 1510 BEARING MAX VERT MAX RORZ BRG REQUIRED BRG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -102/ 4107V -30/ 30H 3.50" 6.57 DF ( 625) 17'- 7.0" -102/ 4107V 0/ OH 3,50" 6,57 DF ( 625) IWeight: 186,43 lb| VERTICAL DEFLECTION LIMITS: LL«L/240, TL=L/180 MAX LL DEFL = -0,079" 8 8'- 9.5" Allowed • 0.850" MAX TL CREEP DEFL = -0,192" 8 8'- 9.5" Allowed = 1.133" MAX HORIZ. LL OEFL = 0.021" MAX HORIZ. TL DEFL = 0.040" 17' 17' 3.5" 3.5' 8-09-08 8-09-OB 4-09-01 4-00-07 4-00-07 Wind; 110 nph, h=15£t, TCDL=8.4,BCDL=3.0, ASCE 7-10, (All Heights), Enclosed, Cat,2, Exp.C, MWFRS(Dir), load duration factor-1,6. Bottom chord at cantilevered end(s) not exposed to wind, Truss designed for wind loads in the plane of the truss only. fMax CSI: TC;0.27 BC;0.70 Web:0.51| 4-09-01 12 4.00 C^- M-2,5x5 12 •=^4,00 M-2,5x5 4-07-05 4-02-03 4-02-03 4-07-05 17-07 WEDGE REQUIRED AT HEBL(S). JOB NAME: BRENNAN - BG Scale: 0,3349 Truss: BG DES, BY: EE DATE: 3/5/2015 SEQ.: 6198824 TRANS ID: 418336 IIIPIIIIH WARI<HNG8: 1. Bulder and erectton contractor shouto be advised of all General Notes and Wamings before consbiKtton comnwnces. 2. 2x4 compression web bradng must be instaUed whom shown +. 3. Additional lemporary brachg to Insure stabifity during consttuctton Is ttw msponstbility of ttw erector. AddiUonal permanent bracing of ttie overal sttudiM te ttw responstoUity of tfw biulding designer. 4. No toad shouto foe appfod to any component until after al bradng and fastenere are complete and at no tfaiw shotdd any loads grealer ttwn liasign Voadft be ^iplM to any cornponerA. 5. CompuTrus has no control over and assumes no responsibUity for ttw fabrication, handling, shipment and instaltetion of components. 6. This design Is fumished subject to ttw Ittnttatfons sel forth by TPI/WTCA in BCSI, coptes of whtoh w9l be famished upon raquesL MiTek USA, lnc7CompuTrus Software 7.6.6(1 L)-E GENERAL NOTES, untess otherMse noted: 1. This design te based only upon ttw parametere shown and is for an individual buitoing component. Apfdicabittty of design parametere and proper incorpoifation of componmt te ttw respoi»l)lity of ttw building designer. 2. Design assumes ttw top and bottom chords to be fateraly braced ai 2' O'C and at 10* o.c. respecttvely untess braced ttinjugtwut ttieir tength by conttnuous sheathing such as plywood sheattitog(TC) and/or drywaH{BC). 3. 2x Impad bridging or teteral braang required where shown *• * 4. Insteiation of ttuss te ttw responsiblity of ttw respective contrador. 5. Design assumes trusses are to be used m a non-corrosive environment, end ate 'dry oondHton' of use. 6. Design assumes fiA bearing at afl supports shown. Shim or vmdge if necessary. 7. Design assumes adequato drainage is provtoed. S. Ptates shafl be tocated on botti faces of tmss, and placed so their center Hnes coindde wilh joint center Ines. 9. Digite Indtoate size of ptete in inches. 10. For basto connector ptete design values see ESR-1311, ESR-1988 (MiTek) CampuTrus, Inc. Custom Software Engineehng Manufadui.ng AL.TERNATE FRAMING DETAiL AROUND 30" ACCESS TYPICAL ROOF TRUSS LAYOU y I NOTE; REFER TO APPROPRIATE ENGINEERiNG DETAIL FOR TR'-;SS TYPES DESIGNED FOR OVHRSPAC ;NG. ADJUSTED ROOF TRUSS LAYOUT singie mernber common (net 24" o.c.) 3C- clear t 21" Sactcr A-A FILENO: 30" ATTIC ACCESS DATE: 07/23/08 REF: 25-1 :. 7/17/14 ,VJ ! C3C20'3/IBC2012 ! SEQ: S5480563 1 [ 24- Ladde- -rame Betviee.T trusses wi-Ji 2x4 at 43" o.c Section .A-A bottcm V ew) •nm^irus, inc. Custom Software Eng nserng Maru'acturhg PRESSURE BLOCKING DETAIL FOR END JACK BOTTOM CHORD UP TO 8'-:" AT HIP NO. 1 WITH CEidNG -OAD OF 'Opsf 2'-0 typical 3-10a 3ot.orr, zfio-e c' :-ii3 •Nc, ' truss H:p .No. truss 3-1 Od SPE VIEW end jack sressu.-e block N'OTE: Attacn 2x4 Doug ri: pressu-e block lo bottom chord of hip no. 1 v/ith 4-1 od nails. Bottom chords of end joints are attached v/iti 3-10d nai's at each erd cf the pressure block. .=;LENO: PRESSUREBLOCKING DATE: C1/20/08 .^EF: 15,25-1 R 7/ - u f.'j :BC2013/:BC2012 SEQ: S5480564 [ STANDARD GABLE END DETAIL MII/SAC - 20F 11/18/200-! jPAGE 1 OF 2 SHEATHING (BYOTHERS)- MiTek Industries, Inc, Westem Division .!(^DIAGONAL OR L GRACING REFER TO T/«Li; BELOW SEH PAGt m FOR ALTERNATE BRACING DETAIL — 1X4 OR 2X3 (TYP) OR 2X3 ONE FACE ANO 3 TOE-NAlLe07/1«X1-1« SENCO STAPLES OR EQUIV, •4" WX CONT. DRG 2X4 LATERAL BRACING AS REQUIRED PER TABLE BELOW VARIES I Jl O TOCOMI TRUSS 31^" 1 1/2" ^ Z. NOTCH AT 24" O.C. (MIN.) TOP CHORD NOTCH DETAIL WALL VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/«d NAJL3 SPACED AT 8" O.C. DETAIL A / ;IGID CmLING MATERIAL LOADING(psf) TCLI. 20.0 TOOL 14.0 BCIL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rap Stress Incr YES Code ASCE 7-02 "1 LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT #OF NAILS AT END 2 - 16d "'"3" ~" TFcT OVER 8'-6" 4 - 16d LUMBER TOP CHORD BOT CHORD OTHERS 2X4 DFUSPF^F-No.2 2X4 DFL/SPF/HF - STUD/STD 2X4 DFUSPF/HF - STUD/STD MAXIMUM VERTICAL STUD HEIGH' SPACING or VERTICALS 12 INCH O.C. 16 INCH O.C. 24 INCH O.C. WITHOUT BRACE ; WITH LATERAt. BRACF. 5-10-0 11-8-0 10-Q=GL -8e2=0 WITH I. - HB/ 8-10^0 NOTES 1) VERT. SnJOS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. B. HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHO«) OF GAaE ENO TRUSS ANO WAU TO BE PROVtOEO BY PROJECT ENGINEER OR ARCHTECT. 3) FURNISH COPY OFTMS DRAWING TOCONTRACTOR FOR BRACING INSTALUTION. 4) BRAONG SHOWN IS FCm INDIVIDUAL TRUSS OI«.Y. CONSULT BLDG, ARCHfTECT BM«NEER FOR TEMPORARY AND PERMANENT BRAONGOFROOF SYSTEU 5) DETAIL A (SHOWN ABOVE) APPUES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WfTH A MAX. VERT STUO HEIGHT OF 8"-6". TOP CHORD NOTCHING NOTES 1ITM6 GABLE MUST BE FULLY SHEATHED W/RIGIO MATERIAL (SHEATHING OR STUCCO BY OTHERS) OM ONE FACE BEFORE NOTCHING. IF STUOS ARE TO BE SPACED AT Vf O.C. ATTACH SCAB (EQUAL OH GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WTTH IOO NAH S SPACEO AT ff- O.C. IF STUDS ARE SPACED AT 24" O.C. ANO FACE OF TRUSS IS HOT FUUY SHEATHED. J) NO LUMBER DffECTS ALLOWED AT OR ABOUT NOTCHES. 3) LU»lBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. <) MO NOTCHING IS PERMrrTED WITHIN IT OF THS HEEL CtMiflotfefl .HI (Wfie ? HAR 1 9 2014 Ap«)ferAIIr/a<.J»Jiy>,>3in«i««l«w<»ic)t»i<»»li»:<i«pge^^ li for >ci\.H.:i \x,'.iiA <7 of bKMtlu.-|| w«b iTV^t.i>r% oriV. AcMilinral (•rivc'orv kvodnQ lo IAUM* iMMty iftJrina curulnj.:Han^ Ih* tmvOnAMf .4 Iho (obdcoiknquaUycanMslaaoa.daKtri'. HwUionara^ AMSI/mi OuoByMoiia. S3|.>?e.id ICill OMIHQ Cmrymmtt RiauMta a>ue hoigiia, CA, MSI STANDARD GABLE END DETAiL 2-IOd (TYP) MII/SAC - 20F 9/17/2004 PAGE 2 OF 2 . 4- 10d NAILS MIN. .PLYWOOD SHEATHING TO 2X4 STD. DF-L BLOCK SIMPSON A34 OR EQUIVALENT LEDGER- 2X4 No. 2 OR BTR GABLE END -hi 2X4 S r JD OR BTR SPACED @ 5'-0" O.C. SHALL BRAC MAX. - 2X4BLO(^K IBE PROVIDED AT EACH END OK EXCEPT FOR BRACE EXTENDED STRONGBACK |NTo frhE CHORDS & CONNECTED TO 2X4 No, 2 OR BTR CHORI S W/ 4- IOd NAILS. HNGTH = 7'-0" 6'-3" MAX TO BEARING WALL STANDARD TRUSSES SPACED @ 24" O.C. ALTERNATE BRACING DETAIL NOTES 1) 2X4 NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH IOD NAILS @ 6' O.C. MR I <i OUU 2) 2X4 LEDGER NAILED TO EACH STUD WITH 4- 10d NAILS. "^,•^£01'? 3) 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2- IOd TOE NAILS 4) THE IOd NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3,0" LOT) THIS ALTERNATE BRACING DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = ff-B". UNLESS OTHERWISE SPECinEO BY PROJECT ENG. OR QUALIFIED BUILDING DE.IIGNfcR. 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = T'-O" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. '(>eilan MiM UM o<<V Wlh Mill owMClon. n* datlm b bond si^ e.-ectcr. A<l'J,iM><w< pwrncncnt x»i3C'naot th« ovotol fliur:l(#« It HM tcipwrtMIy o( lha tyMrvj dwl^fm. fcr mfwil nA^onco i«oard.r^ KtitifcaHov <f,>a«vcon|irj. ttuoga. ««W«v,«»cllonand biock^. ennui ANSl/mi Q«a%Cill<ltaUt i*<mdKill MilrisCan^Mnmil Sdtly MotirMlirinavoaDt.:^ tion- lru'.sPki!«ln>l9ul& jOCrCW'io CMia.l.'.a^c'i.mSXri'. /' rjnrmnadilJSM SUM IDS i3!nnlleiBtitt.CA.(Sst< ifff^^*^* ^sSI EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUITE "1" SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 Michael and Heather Frickman April 28, 2015 2113 Alga Road Project No. 15-1127F6 Carlsbad, Califomia 92009 Subject: Soil Parameter Recommendations Proposed Second Story Room Addition 2113 Alga Road Carlsbad, Califomia 92009 Dear Mr. And Mrs. Frickman: In accordance with your request, we have perfonned a subsiuface exploration and laboratory testing to provide soil parameters for the design of the proposed second story room addition to the existing residence located at 2113 Alga Road, in the City of Carlsbad, Califomia. A review of the geologic map pertinent to the area and the site investigation indicate that the area of the proposed improvement is underlain by dense sandstone of the Santiago Formation (Tsa). These soils exhibit a "very low" potential for expansion. ALLOWABLE SOILS BEARING VALUE An allowable soils bearing value of 2,000 pounds per square foot may be utilized for the design of continuous and spread footings at least 12 inches wide and founded a minimimi of 12 inches into the dense sandstone of the Santiago Formation. This value may be increased by 400 psf for each additional foot of depth or width to a maximum value of 4,000 lb/ft2. The minimum depth of the existing perimeter footing was approximately 12 inches. LATERAL RESISTANCE Lateral resistance to horizontal movement may be provided by the soil passive pressure and the friction of concrete to soil. An allowable passive pressure of 250 pounds per square foot per foot of depth may be used. A coefficient of friction of 0.25 is recommended. The soils passive pressure as well as the bearing value may be increased by 1/3 for wind and seismic loading. FRICKMAN PRCIJECT NO. 15-1127F6 2013 CBC SEISMIC DESIGN CRITERIA A review of the active fault maps pertaining to the site indicates the location of the Rose Canyon Fault Zone approximately 10 kilometers to the west, (jround shaking from this fault or one of the major active faults in the region is the most likely happening to affect the site. With respect to this hazard, the site is comparable to others in the general area. The proposed residential addition should be designed in accordance with seismic design requirements of the 2013 Califomia Building Code or the Stmctural Engineers Association of California using the following seismic design parameters: PARAMETER • VALOT:-2M3 CBC REFERENGE/ASCE7 Site Class D Table 20.3-1, Chapter 20, ASCE7 Mapped Spectral Acceleration For Short Periods, s. 1.052g Figure 1613.3.1(1) Mapped Spectral Acceleration For a 1-Second Period, Si 0.407g Figure 1613.3.1(2) Site Coefficient, Fa 1.079 Table 1613.3.3(1) Site Coefficient, F, 1.593 Table 1613.3.3(2) Adjusted Max. Considered Earthquake Spectral Response Acceleration for Short Periods, SMS 1.136g Equation 16-37 Adjusted Max. Considered Earthquake Spectral Response Acceleration for 1-Second Period, SMI 0.648g Equation 16-38 5 Percent Damped Design Spectral Response Acceleration for Short Periods, SDS 0.757g Equation 16-39 5 Percent Damped Design Spectral Response Acceleration for 1-Second Period, Spi 0.432g Equation 16-40 Based on the absence of shallow groundwater, type and consistency of the bedrock materials, it is our opinion that the potential for liquefaction is very low. FOUNDATION EXCAVATION OBSERVATION Foundation excavations should be observed by our representative prior to the placement of forms, reinforcement or concrete for conformance with the plans and specifications and the intent of this report. FRICKMAN PROJECT NO. 15-J127F6 If we can be of any fiirther assistance, please do not hesitate to contact our office. Plates No. 1 and 2, Page L-l and References are parts of this report. Respectfully submitted, Mamadou Saliou Diallo, P.E. RCE 54071, GE 2704 MSD/jm j EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. j 10925 HARTLEY RD.. SUITE \. SANTEE. CA 9207! 1 {619)258-7901 Fax (619) 258-7902 / FRICKMAN PROJECT NO. IS-UI^Ff) DEPTH Surface 1.0' 2.0' 5.0' PLATE NO. 2 SUMMARY SHEET BOREHOLE NO. 1 SOIL DESCRIPTION SANTIAGO FORMATION (Tsa) light brown, very moist, medium dense, sandstone light brown, very moist, dense, sandstone light brown, moist, dense, sandstone bottom of borehole, no caving, no groundwater borehole backfilled 4-20-15 Y M 105.3 107.5 17.1 13.5 DEPTH Surface 0.5" 2.5' 4.0' BOREHOLE NO. 2 SOIL DESCRIPTION SANTIAGO FORMATION (Tsa) light brown, very moist, medium dense, sandstone light brown, very moist, dense, sandstone light brown, moist, dense, sandstone bottom of borehole, no caving, no groundwater borehole backfilled 4-20-15 M Y = DRY DENSITY IN PCF M = MOISTURE CONTENT IN % FRICKMAN PROJECT NO. 15-n27F6 PAGE L-l LABORATORY TEST RESULTS INITIAL MOISTURE CONTENT(%) EXPANSION INDEX TEST (ASTM D4829) SATURATED MOISTURE CONTENT(%) INITIAL DRY DENSITY EXPANSION fPCF) INDEX LOCATION 11.0 25.8 105.8 1 BH-1 @ 1.0' PARTICLE SIZE ANALYSIS (ASTM D422) U.S. Standani Percent Passing Percent Passing Sieve Size BH-1 @ 1.0' BH-1 @ 3.0' Santiago Formation Santiago Fonnation 1" 100 1/2" 99 - 3/8" 99 - #4 99 100 #8 99 99 #16 98 91 #30 85 78 #50 55 46 #100 20 17 #200 11 9 USCS SP-SM SP-SM FRICKMAN PROJECT NO. 15-112 7F6 REFERENCES 1. "2013 Califomia Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2", Published by International Code Council. 2. "Geotechnical and Foundation Engineering: Design and Construction", by Robert W. Day, 1999. 3. "1997 Uniform Building Code, Volume 2, Structural Engineering Design Provisions", Published by International Conference of Building Officials. 4. "Maps of Known Active Fault Near-Source Zones in Califomia and Adjacent Portions of Nevada to be used with 1997 Uniform Building Code", Published by Intemational Conference of Building Officials. 5. "Eqfault/ Eqsearch, Version 3.0", by Blake, T.F., 1995, Updated 2008. 6. "Geologic maps of the Northwestem Part of San Diego County, Califomia, Plate 2, Geologic Map of the Encinitas and Rancho Santa Fe 7.5' Quadrangles, San Diego County, California," by Siang S. Tan and Michael P. Kennedy, 1996. 7. "Foundations and Earth Structures, Design Manual 7.2", by Department of Navy Naval Facilities Engineering Command, May 1982, Revalidated by Change 1 September 1986. RflHOWA LUMBER RT LUMBER SPECIFICATtOHE TC: Jx4 DF ill&BTR SC: 2x4 DF itl^BTR TC CATERAG SUPPORT 13"'0C. TOH. BC LATERAt. SUPPORT e= 12"00, TOM. TKVSS SPAS IT- 7.0" LOAD rURATICH INCREASE = 1.25 SPACED 24.0" O.C. LOAO INC: LLt 2O.0)+BL( 14.D) OM TOP CHORD = 34.0 PSF DL ON BOTTOM CHORD = 5.0 PSF TOTAL LO.AB - 39,0 PSF LIHITED STORAOE DOES NOT APPLY DUB TO THE SPATIM. RBODIREMENTS OF CBC 2013 SOT BHMG MST. BOTTOH CHORD CHBCltED FOR IOPSF LIVE WAD. TOP AND BOITOM CHORD LIVE lOABS ACT HOM-COaCORREBTLV. Iiiii ight: 71,26 lb) 110 mph, h:--15ft, XCDL-8,4,BCDL=3.0, ASCE 7-10, (All Hiiights), Enc:losftd, Cat.2, Exp.C, MHHtS(Diil , loaa duration Iactor=l.S, Eottort chorci at cantilevered endls) no: exposerl to wiad. Truss dBsigned tor wind loade in the plans of the truss only. Gable ena trues on continuous bearing wall UOH. M-lx2 or equal typical st stud verticals. Refer CompuTrue gable end detail for coniplc-te speeifieationB. _ ,i , Thb WIto. to only ft>r f^^^ awJ 1 8-09-08 9-09-08 12 M-4x5 13 in mo -• , I . a,6p}.ir,B5i <!'"-•«' at tha iobsite; Wo.-w«ti<*r; M-2.SX5 M-2.SX5 2-00 17-07 2-00 JOB NAME: BRENNEN FRICKMAN - Bl Scale: 0.3S91 •nrusK: Bl DEG, BY: AM DATE; 4/17/2015 SEQ. 6241023 TRA.NS .ID: 421201 •iiiiiiiiiiinii Wfl RNI MGS: 1- Ptrildei' ew^d arocHon contrEictr)r shoirW be otlvi£i>c) cif ali GenersI NOIPS and Warnings boforocorc^dudl'ion oomni&rir^a- '2.. t}A coitif^r^ssibn wi^t» bfficing musl be inslnllsO twhort shovii 3. Acfcftltonal ferripo/aiy t»tit:'hC) fo Insure ^(ability durinii c^^ttsirucUon is th4 iGS|K>n5ibilily nf Difi (irsclor. Addiliooa] pemionani biacincf of 4. K)Q load tihoulli hft dppKetj lo jiny c6m|jcnenl until after cifl brpcing and la^ilfrnRrs ure co-mplettt ^nd nt> tNc s^ouhJ any loacis grentsr tfT>ir> desiflri leads nppSed to any M-rriponeni. .'5. OoiTipii Iius lias nn tOJUrnt ovw and ossixne-s rw ri?sp^>n!»ll>i[ily for Fahtirslittii. lWiKiliil9, sftlpm-nt ixid inslallalion Df tomiponpnl^. 6. Tnio clcsl^iA IE [iKiiishert suljicci io th^ Ihiiii&tlons s&t rorjh by TP^^^'•.'T(:n in BCKl. Cv).)">So'vvhich v^nlliw himfch^.K^lfJiixtrt MqtMwr. . \h\'\'.iK USA, lni:.;Compulfi!R Soltwflr-/ ^.S./f iL)..E qi^ME^RAL NOTES, UitiQS& oiheriwlsf; nti1(*ct: 1. Tills desicin ts b&secl only upofl HHI paFaiTMif&r& shown 9MJ IS lor an incfiHi^ubF building cornponont. Afiplicubilily of dosign (laiame'iers ttntl pnciper incorpcir^yon of coiviTiaAfrnf is Hie lesponsiOiiily of th' buihJing tiwigncf, '1. Design ij^suimb tt>e tap snd botbctni cliw<l6 lo bc laientty braced pl 2' ox. iM^f Si 10' cc. /espectively unless btaced (firowghoiii tfien- fength hy continuous ?he9iiiiiw tiuch as p1yw»tJ !;heutliiiig(TO) ancffprilrywalifnC). 3. 2)L Impact bridging or Isterdl t>t{icing required whofo st vwri * >- 4. iniiiaRaticin of y\ym is Hie r9i>p(»nsibRity of Bie rtspei^fvft conlrasEar. 5. DifiiipiiOTSiifliES k-usifcs iwe to b* us&rl in a iioin;o<iosfy« ow>rc>i>rf*of\t, and art tOf "iJf y tiindiHon" of us*, 6. Design ssstwws full bearing af PII suppom &hown. EiUim n w^tit^c il [Jeiipn astiunc.'. (I'ifKHfai* rfrairta^f; is liraviitwrl. R. Plaints %tii)tf l>e lof:httncl on lac:E& ijntJ ))^v.s(i Ci-r^ir c<7nl?r iirifts fiCHix:itJc wilh S^ini contcr iMies. 5. fJicfils »fKfi?ai-.i fi'Zt <lF ptvUe in inr-f^ai. ft This design prepared tvot\) computer i.npul: by RAMONA LWEER RT LUHBBH SPECIFICATIONS TC; 2K4 DF Itl&BTli SC: ixi DF »l4BTIi. MB3S: 2X4 DF STUD TC LATERAL SUPPORT BC LATERAL SUPPORT 12"0C. tlOH. 12"ClC. OOH. TRUSS SFAM 26'- D.l)" LOAD DDSATION ISCREAS8 ~ 1.25 SPACED 24.0" O.C. LOADING LL( 20.0) «DL( 14.0) Oil ?0P CHORD - 34.0 PSE DL OS BOTTOM CHORD = 5.0 PSF TOTAL LOAD = 39.0 tSF C3C2tll3/IBC2l)!2 0) 1- 2»( 2- i=( -645) 11136 3- 4.( -363) 872 4- 5=( -836) 83 5- 6=(-1434) 77 6- 7.(-1792) 75 7- 8=( 0) 43 43 MAX MEMBER FORCES 2- 9=(-799) 349 9-10= (-4-19) 848 10- ll=(-333) 967 11- 7= (-267) 1633 4WR/roF/Cq=1.00 3- !!•-=( -209) 2ff 9- 4-(-1531! 53 4- 10=( -114) 3S7 10- 5=( -387) 163 5- al=( Dl ete 11- S=( -5191 76 Staple or equal at non^strunturaL vertical meinliers I uon). LIMITED STORAGE DOBS HOT APPLlf DUE TO THE SPATIAL R£QUIREt4BNrS OF CBC 2013 NOT BEIHG HET. BOM'OM CBORD CHECKO) POR IOPSF LIVE LOAD. TOP AMD BOTTOM CHORD LIVE LOADS ACT NOB-COHCHEREIITLY. BEAilKG LOCAIIOMS 0'- 0.0" 4-- 3.S" 2i3'- 0.0" MAX vem RBACTIOHS -284/ sjev -ID/ 1285V -73/ 963V REACTIOHS -1300/ I300B 0/ OH -1300/ 1300H BRG SIZE 3.50" 3.50" 3. SO" EBCCIEED BRS AREA SQ.IH. (SPEICIEE) 0. 37 DF ( 625) 1. eS DF ( 625) 1 .54 BF ( 625) TRUSS KOT S)(MHSTRICAL. ORIENTATION AS SHOWS. IWaiqto: 141.47 ibl VERTICAL DEFLECTIOH LMIT5; I.L= L/240, Tl-L/180 MAX LL DEFL = 0-022" « -2 -0.6" .Hlowed T 0.209" HAX TL CREEP EE?L . -0.032" e -2 -0.6" Allowed = 0.279" MAX LL DEFL --0,055" a 19 1.7-' .Mlowed -1.071" m%. TL CREEP DEFL = -0.131" @ 19 1.7" Rllowsd = 1.428" MAX LL DEFL 0.022" 0 28 • 0.6" Allowed a 0.209" HAX TL CREEP DEFl = -0.03 2" a 28' -0,6" Alloued = 0.279" MAI TC PANEL LL DEFL s -0.008" e 1' 7.7" Allowed = 0.224" MAX TC PMIEL TL DEFIi = -O.Oll" 0 2' -0.7" Allowed = 0.336" MAX HORIZ LL DEFL = 0. 017 " @ 26'- B.5" MAX MORIS IL DEFL = -0. 03D II |5 i'- 3.5" 13-Qfl 13-00 4-01-12 2-09-02 6-O1-02 6-D1-02 G-10-14 4.00 I 1 M-4x5 jeoWD. 2; 1300.00 LES S3ISWIC LOAD. M-3X6 M-l.5x3 M-l,5x3 Kind; 110 mph, h=16{t, TCDi.=8.4,BCDL=J.O, ASCE 7-10, (All Heighte). Bncloeed, Cat.2, Exp.C, KHPR£(Dir), load duration factor=1.6, -Tf Bot-om chord at cantilerered endte) not exposed to wind, Truss designed £or wind loads in :lie clane of the truss oniy, IWax CSI: Tg:0,51 iiC;0.47 «el):0.<12| 4-03-OS 4-08-Oe 8-00 9-00 2-00 IPROVIDE FI7M, BEASIMS,-Jt3.-2, 9. 7| 26-00 2-00 JOB NAME: BRENNEN FRICKMAN - Al-DRAG Scale: 0.224S Truss: Al-DRAG DES, BY; AM DATE; 4/17/2015 SEQ.: 6241024 TRPJvlS ID: 4212 01 liiiniii WARNINGS: 1. Builder and efectior coniriictor should ba advised of all GenerAf N<]ios and liVaiftifKjs before consvuctliiii commences. X. 2A4 compr^siiion web briicini} must be inilatlcd wbert shewn +. 3. Addition£<t loinporaiy btQciiig lo insura slability during coiviti uclioii ^ ths ritspunsibiltty of ifw ^rt^ctor. Additional peimanont brecint) uf llie overaM &truckjre is the re&pon&itjily tA Ihc bulldinQ dcsignei. t|. Mo bad should be cippli^id to any Ci3iTH>i>ncnt until afler all bracing and If^rUini^rs ar& compli»l« And at no limi> shoilM any h^ads greJiltir Ih^n desi^Ti toads be appfcetf lu any componeni. £v. CfxiHiuTrup had nd tonifot o^-'sr t^ntt aadufnp* ni> fesponsibaity for pjbricaiion, h-nndlinLf, £lii|>menl and intiiallKlipn of i^omnoni^nlfi. Tl^tS f^D&ion 15 kirni:»h&[f eubject to tth* Smilaiionti «c1 forlti >'>v TPi-'V's/TGA Wi BCSJ. cci>eF-nf whjcii vij^ |jp \,«m%hf.^\ 'Jfon.'eou^sl. MiVftk USA, fn<;./(;;omt>uTrur, Soltwrfim "i.%:t{^\.y^. GENERAL NOTES, unfoss othenrriSB noted: f. Thi's^feslsn Isbosedonlyupontliaparameters5^iOivnaAdIsforanindtivtfudl Duiiding a>mf>oruinl. Applicabilily af design patanicldrsi and piopu IncoTporation of component ia the responsioility of ciuitdiing designer. 2. Design assume? Lti6 h>p and botlnrn chords to be iateislly brdc^d zx 2' o.c. and at ip' c>,c. rgs;>scilvoly unless tuM^ti ttiroughou* their lenott^ by ooi'-JiniJOiis Hiieadwig such e$ p^iwooa stieaihing(TC; arvd/iiir dt^walffQC). 3. 2x, bnpaoltirkitgVigorlBteri^ bfi!icii>g reiiLpred^her»ahuwn - + 4. In«tali3tian of irijss is tfie I'si^uonslbilily of lh« xeK(>i^tt^i± contractor. 5. Od&ign assumes intsa^s sm b be usa;! in n fior^•^xnms^\^f. enviraninei^.!. aitc are lor "ory comlilioit" of U!;Q. i>. Design nssutnes ftjM bearing at rft fitipporis snown. SNn ni-T*edgc tf nf^cosisary. 7. pfisicjn assiinies aderiuatf; drainaae i& prnvidifil. S. Pisttez ^haH Im^attid on t'-alh Uves ol Iruss. imtf piscsd $o l>i«ir L&rUm lines ooiiKide rtfln joinl center lii-,os. ^1. Di^iitii inciicairi sice plM6 tn mches. 10. Fi>r liaslr; COnniH-t,V plote dssign valut's sc,',- l:,KH-iriT, frSH-'.^Hii fWifehJ This de.sign prepatreri ft-ojn coinpur.er input- lr/ RAMONA LUMBER P.T lUMBBR SPECIFICATICHS TC; 2x4 DF UltETR BC: 2x4 DF #ltBT» WEBS: 2x4 DF STOD , • TC LATERAL SUPPORT <= 12"OC. DON, BC LATERAL SUPPORT <- 12"OC. UON. TRIJSS SPAH 26'- O.O" LOAD DURATION IHCREASE « 1.25 SPACEO 2'1.0" O.C, LOADING LK 2D,Di+DL( 14.0) ON TOP CHORD -.= 34.0 BS? DL ON BOTTOM CHORD - 5.0 PSP TOTAL LOAD = 39.0 PSP LIMITED STORAGE D05S NOT APPUf DUB TO TKS SPATIAL EBQUIiEMBHTS OF CBC 2013 WT BBIUG HET. BOTTOM CHORD CHBCICED POR IOPSF LIVE LOA.D. TOP AKD BOTTOM CHORD LIVE LOADS ACT NON-COMCyRREHTLK. CEi:20l3/IBC2C12 MAX MEMBER FORCES 4WR/GDF/Cq=l.00 1- 2=( Cl( 4i 2- 9=(-571,' 50 3- 9=( -209) S 2- 3-M -101 663 9-10.[ O: MS 9- t--(-lS31) 53 3- 4=( 0) 679 10-11=( 0) 845 4-10=( 0) 3;s 4- S=( -8361 83 11- 7= 1 0) 1635 10- 5-( -193) 0 5- 6:r(-1434) 77 5-lli( 0) 646 6- 7i(-1792) 75 11- -S19) 76 7- 8»( 0) 43 BES.^ING MAX VERT MAIC HORS BRG SSOaiRED BRQ AREA IQCAtSOMS RBACTIOHS REACTIONS SIZE SQ.IH, (EPECIESI 0'- 0.0" -72/ 133V 59/ 55H 3.SO" 0.21 DF ( 6251 4'- 3.5" -10/ 1285V 0/ OH 3.50" 1,85 DF ( 6251 26'- 0,0» -78/ 963V 0/ OH 3.SO" 1,54 DF ( 6251 IWelqillb: 95.91 lj| TRUSS HOT SYMHETRICAL, ORIBHTATION AS SHOMN. VERTICAL. DEFLECTION LIMITS: LL=Ly24(l, TL=L/1SC HAX LL DEFL -0.022" « -2 - 0.6" Allowed = 0 209" MAX TL CREEP DEFL -O.032" » -2 - O.S" Allowed -0 27 S" HAX LL DEFL . -O.OSS" « 19 - 1.7" Allowed = I 071" HAX TL CSEEP DEFL = -0.131" e 19 - 1.7" Allowed = I 428" MAX LL DEFL -0-022" a 28 - O.E" Allowed = 0 209" HAK TL CREEP DSFl --0.032" » 2B - 0,6" .Ulowed " 0 279" HAX TC PANEL LL DEFl = -0-008" 9 1 - 7.7" Allowed -0 224" HAX TC PANEL TL DEFL --0,014" e 2 - 0,7" Allowed -0 3 36 " MAI HORIZ. LL OEFL ' 0 014" B 23'- 8.5" MAX HOEIZ. TL DEPL = 0 027" e 23'- 8.5" 13-00 13-00 4-01-12 2-09-02 -01-02 6-01-02 6-10-14 12 4,00 f— M-4xS Mind: 310 mph, h=15fC, rCDL=S .4 ,BCDL=3 . 0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.C, KWFRSlDiil, load duration factar^l.fi, Bcctom chord at cantilevered endlsl not exposed to wind, TrnsB designed loc wind loads in the plane of the tru&s only. IMax CSI; It;0,51 BC:Q,47 Heb:0.42| 4-? ^ 26-00 JOB NAME: BRENNEN FRICKMAN Truss: A DES, BY: AM DATE; 4/17/2015 SEQ.: 6241025 TRANS ID: 4212 01 IIIIIIII Scalf; 0-2251 WARNINGS: 1. BLilldAf and erection ccmtriutar should be aJvtscd or all Ganaral Notes and Warnings before cwi£i*ucilon coinniieflceB. 2. 2xd gcn^pitssion web bracina must be insfallfd *liero shov/n +. 3. Additional lemporary btcir:ihg lo Insure liability dLiring con&lAjciiDn ifi it)£) iQspunsibitity of tlie mcMJlor. Addilbna) parmanent br&tintj ol lha overall structure ic tfie repponsihllSy of tliabuildi'no designer. 4. fhfo toatisfiouftffte sppSen (D any cornf^^neniiwrtf/ ^terali fe/acity a/jrf fat;teners are crmptiiie nnd at no iiri>n should sny louds g^eaitir Ihiin design loads be applied to any comp^riAnt. 5. Cr>rnpijTruE has no torttiil i>vef pnd assunnes no i^$|jOftsibilily fo'llie fabrication, handling. shipiv.6i3', end inslallalion of c^-mpaiienla. 6. This desifin is lurniiheo stibject to lie PmlKHions eel ifn'ih by TPLOWfCAif; BCSI, c.3|Jieiiol wtiichwiH bs furnished upon renu?f;i, MiTtilc USA, iBic'Compvlrus Si^ftwarG ii; GENERAl- NOT£S, unless otherA-is^ hotad: 1. This dasign 'is based only upon tt\» parameters shewn and is for an rndividu^l buaaing coniponeni. Appttcabifil/of dQEign paiameter* ar^d pfopet incorporalion ot connpon^rl Is Ih-i respans'ib^ty of tha bulldlnQi desigrier. 2. Design asaumas Ihe lop and bi>tlnni chords to bt lateisUy brpted at £' OJC. and ftl 10" O.C. feipootiwely untew braced Ihfoughout then l^ng'h by continuftua shoalhing such u? plywood s heath ing(TCl tv^tat diywailfBCJ. 3. 2x ln>pad bf idging oi- tateral briicli ig required whets shiAvn * 4. tmaitHi^im oi Jrus* J? tJ'e li-j^potisihiiilj- of the respactwii contractor. 5. Dasign sssufties Irussas aro be -Jse J m a noivcorrosive envirgnm6r.t, a nC for "dty coi^lion" of uSO. 6. neeiun assumes full beamg a? alt wppotis shown. Sbitn or aeflgo -f neceasary. 7. Design 33suinf>s ad^uiiiild drarnage ts provicted. a_ Plalijs shall be located on boUi face* of Ifusa. and placed so itibir cerilw lifujs iioiixcide wilh jci^nt cenlcit linos. Digits indicDf<j SIZ* of iilaJt in inths.i., 10. for liasin cnnn.io.tof niote cJRi.t(jJi vslut^s F.SR-l-v i, eSf<-U!H8 it?l.i:r;Nj i This design prep.^red firocr croinput.er input, RAMONA IiCIMBER P.T UIMSER BPECIFICATEOHS TC; 2X4 DP #li»TE BC; 2x4 DP flfcBTR HEBS; 2x4 DF STUD , ' •• TC LATERAL SUPPORT <= 12"0C, DOH, BC LATBRAL SUPPORT 12"0C. UON, OVERHANGS: 25.'-'' 25.1" TRUES SPAN 17'- 7.0" LOAD DIIRATIOM INCREASES = 1.25 SPACED 24.0" O.C. LOADING Lll 20.I))+DL( 14,0) ON TOP CKORD = 34.0 PSF DL ON BOTTOM CHORD = 5.0 PE? TOTAL LDM = 3?.0 PSP LIMITED STORAGE DOBS NOT APPLY DOE TO THE SPATIAL SBpUISEHENTS OF CBC 2013 HOT BEING MET. BOTTOM CHORD CHECKED PCE IOPSF LIVE LOAD. TOP AND BOTTOH CHORD LIVE LOADS ACT HOH-CONCORREHTLli, BEARING LOCATIONS 0'- O-O- 17'- 7.0" CSC2013/I8C2012 Mfi): MEMBER FORCES 4KR/aDF/Cq=1.00 1- 2-( 0) 43 2- 8"(01 1416 1- a=t-3141 37 2- 3=(-154Bl 26 6- 3=(0) 942 S- 4a( 01 391 3- 4^(-1322) 33 9- 6=(0) 1416 4- 9=( 0) 391 4- 5=(-13221 33 9- S.^(-3141 37 5- 6=(-1548i 2« S- 7=( 0) 43 MAX VERT HB.\CTICHS -69/ a25V -G9/ eiiv MAX HORZ REACTIOHS -37/ 17H 0/ OH BRG SIZE 3.50" 3 .50" RSaUIEBO BR6 AREA SO, IN. (SPBCIB.S) 1.32 DF ( S25) 1.32 DP ( (S25) rweiflht: <2.53 lb| VERriC.4:. MPLECTIOM tlHITS: LL=I/240, Tl^L/lBO MAX LL DEFL = 0,022" (8 -2' -0 ,6" -Mlowed -0. 209" TL CREEP DEFL -0.032" -2'-0 ,6" .allowed -0. 279" MAX LL DEFL -O.044" 6'-1 .«•' .11 Lowed = 0. B50" TL CREEP DEFL -0.106" 6'-1 .«» .HI Lowed = 1, 133" HM LL DEFL 0-022" 19 19'-7 .6" Allowed = 0, 209" TL CREEP DEFL -0.032" 19'-7 .6" Allowed = 0. 279" MAX HORI?i. LL DEPL HAX HORI!, TL DSFL 0.014" a 17' 0.027" « 17' 3.5" 3.5" a-09-08 8-09-08 4-0S-12 4-00-12 4-00-12 4-03-12 ^ H-4x5 110 mph, hilSft, TCDL=8.4,BCCL=.3. 0, ASCE 7-10, (All Heights), Eticloaed, Cat.2, Exp,C, MWFRS(Dir), load duration £actor=1.6, Bottom chord ar cantilevered end(s) not exposed co wind, Truss designed for wind loads in the plane of the truss only. IMast CSl; TC:0.29 BC:D.26 Web:0.12| st M-l,5x3 1. 5x3 2-00 6-01-03 5-03-n 6-01-09 17-07 2-00 JOB NAME: BRENNEN FRICKMAN - B Scale: 0.3020 Truss: B DES. BY; m DATE: 3/17/2015 SEQ.: 6241025 TRANS ID: 4212 01 ilillllii WARNINGS: \. Builder aruJ erection co(itr<ictE>r sliould ba advised ol alt General Notesi and Warnings b^iora construciion commences. 2. 2x4 compression v/eh lirac^ng must •* installad wt\ere siiOv/n -. 3. Adtlitionat ferTip<irary bT£>ciii9 lo insuro slability durido cansUri^clion is the lesponsibiliiy of t}» erector. AdUitior^l pafraanent tracing of itit overall struclurs it rc&poriRifitltly of l\\c building cBf.igncr. 4. No load shouldbe applied lo any cuntponent uniiiaiiei^ill bracing and lagleners are complele and m no lime stwuld anylogdi Qfcater then desion loads ba i»>plied to any c™T1pDl^en1, ii. CompuTrus has no contral Dvr;r aod assumes no /i>spo*isil>iii1y lor Hit- fehricaiion, b(>ncili[v;i. shipnitirt a.id installation o^ cnmponants. ti. This design i? lurftasf'ed subject ta ihe l(mitijt»cn« sei *or!h by TPlJVVTCA in BCSl. r.(}>^iss Cil \^^h^Ch wtll ht^ hiimthftd ;jppn re<i«iOfc!. MiTtiK USA. |nc./CompuTf'jf! SoftwHce 7.(>.f( IL)-E GENERAL MOTES, ifiilass olt)en,'ji5e noted: 1. This design i>; bassd only upon tiie f^arameieis stvywn ant! Is for an indri/idual DuHdingcomixyn«ni. AppKortjyily of destgri parameters snd pfop^r Incorpor^toii i>1 component«tiisponsibilily of ihe t^uKdir^ designer 2. ign assunnes th« top arxl boUom chords lo ba laterally braoed at 7' ax. ar)d at 10' o.t;, ta$pulively unless braced throughout their length by conlinuons shehthiiift such as plywiwd shflathmo(TC) and,'or drywallfBC). 3. 2x Inipdct bridging or lateral br«if ini} loquired where ^ngtA'rt * 4. fnsfaH'ciii'Qn of (russ is ^e responsibi'A'bF al (he respeciVvtf zanKadst: 5. Design assunnea tfLSKUs am tD &c used iti a non-carriwiwo enyitonm$rit, «itd ute lor "dry candition" of uso. i>. Dtislgn asswiies full b&erinc) at all »ippoftb Aliotvn. Shim oi w&dge if necesaury. 7. Desii}n (t^stiincs aniemiate drainage ia provided. 3. Plai^iS ShaB be located on botti laces ot Injss, miti pli^ced gc iheir ctriiei lines coiiy;i<J(? with joint cer\t?:t lines, 3. Disii^ts iiKlicale siz&<if oNt in :ncl'.«ii. 10. fiii lKi?:tc ciinnectiw pislfl desiign valups: K«« eSR-trj 11. ESH-iflsa iMifu) Thia deeign prf?.pai"ed from computet- input by RAMONA LOMBBR RT LUMBER SPECIfICATIONS TC: 2X4 DF (lltBTE BC; 2xS D? S£ HEBS: 2x4 DF STUP ' ' TC LATERAL SOPPORT SC LATERAL SUPPORT c= 12"0C, <= 12"0C, UOH. OOH. V" UNIP LL( BC tfMIF LLj I 2 ] complete crussflS required. Attach 2 ply with 3'x.l31 DIA GUN nails staggered: S" oc in 1 row(s) throughout 2x4 S" oc in 2 row(s) throLghout 2x8 S" oc in 1 row(Bl tbroughout 2x4 17-07-00 GIRDER SUPPORTINC- 26-00-00 LOAD DURATION INCREASE - 1.23 INoa-Rep) 40.01tDLl 230..9;-*DL( IJOADIKC, 28,0)- I;B,O 238-ff)s 468.S PLP PIF 0-0" 0-0" 17 • 17 ' 7,0" 7,0" top chords, bottoin cliorde, webs. LIKITE3 STORAGE DOES NOT APPLI DUE TO THE SPATIAL REOOIREMEWrS OF CBC 2013 KOT BBIBS MET. BOTTOM CHORD CHECKBD FOR IOPSF LIVE LOAD. TOf AND BOTTOM CKORD LIVE LOADS ACT UOM-COMCORRENTLY. CBC2013/IEC2012 HAX MEMBER POSCBS 4«Ii/GDF/Cq=-.l. 00 2=(-102SOt 166 3=( -75C6I 140 4=( -75f«| 140 5=(-10?eol IfilS 6=1-126) 9702 7=1-128) 9604 6=(-12S> 9604 F=(-i26) 9702 6- 2=1 -4) 1558 2- 7-I-2610) 7- 3i.( -621 4502 7- 4i.|-26"(01 66 4- a=( -41 1S58 BEARING HAX VERT KAX HORZ BRB LOCATION.? RE.^CTIONS REACTIONS SIZE 0'- 0.0" -70/ t720V -650/ 6S0H 3,50" 17'- 7.0" -70/ 1730V -650/ 650H 3,50" REQUIRED BP.G AREA SQ.IB. (SPECIES 1 7.55 DF ( 625) 7.55 DF ( 625) [Heigtit; 177 .62-Tbl VERTICAL DEFLECTIOS LIMITS; Lt=:L/24C, TL=L/180 MAK LL DEFL = -0-125" a 8'- 9.5" Allowed . 0.650" MAX TL CREEP DEFL = -0.310" a 8'- 9.5" Allowed = 1.133" HAX HORIZ. LL DEFL - HAX KORIZ. TL DEFL - 0 .024" 0 ,049" 17' - J7' - 3.6" J.S" 8-09-Oa B-OS-08 jCOMD. 2; 650.00 LBS SBISMIC LOAD. | Kind; lie nph, hs^lStC, TCDL^B .4, BCDL=3 .0, ftSCE 7-10, (AJl Heights), Enclossd, cat,2, Exp.C, .WRSIDir), load duration tactoii^l.e. Bottom chord ac cantilevered endls) sot exposed to wind, Truss designed for wind loads in the plane o£ the truss only. 5-01-06 3-08-02 3-08-02 5-01-OS [Max CSI;~TC:0.46 BC;0.63 Web:0.69| it HISH,?-7x14 «lBHS-7xl4 4-11-10 3-03-14 3-09-14 4-11-10 17-07 JOB MAMEi BRENNEN FRICKMAN - B2 Scale: O.340O Truss: B2 DES. BY: M,l DATE: 4/20/201S SEQ.: 62-12977 TRAN.S ID: 421342 lliliii 1. Builderand eraclion contractor sliould be dtfvised of atl Generel Notas and '/^ommg5 heivTti conslfiictiott cofTiJUonces. Z. 2x4 compression WQU bracing musl bs Instattod where ehoMi -t-. 3. AddiKonal ti!jnpi>rarv bracing la Insure stability during constriction ia ihe re&ppnsibilily o\ tike erector. Addiiion^ri permanent bracing or Ihc overall sttticlur6 is Ihe respOneibiSiy o^l^e buHding destener. 4. ^fo Shoutd ttt ttpoHsd to arv/ cotrniottepi iinlii akei BH insch'ig snil fasteners ate Conipttte tind at iko limo stuulcl ariy loatls grcalctr than design loads bo applied in any componeni, &, CDmj)uTii;.'i Un% no conirol nv?»- aiul fissunics no resgotisibH>iy lar thi; fabrication. han<l|jn9. siiipmc^nt and inslallalion ol components. 5. Tliis diisinn i$. fiHhiKiidd suttjcd to tha limilalions 3&I fcrth- hy TFWJTCA '.n BCSf, copiys of v^iiifii' will t>t it'tnishftd opon ^(^quepl. MiTek USA, lnc„.'CornpuTrus Softwait 7.6.7( lL)-E GEMERAL NOTES, unloKS ottienvise noted: 1. Ttiis deaign in, based ordy upon the parameterfi aha-^n and ib for m individual buBdincf component Applicabifity of dci&icfn pararno1er& and fuiniar incorporatiori of component rcsponsiMtty oF trie building designer. 2. Davi^ assumes Ihe lop and bottom cbnrds to bi: lalei ally brared at 2' o.c. CUKI at 10' O.C. re^peciVely unless braced Uiroughaul ttieir lenatii tiy ouAtinuous shealhing such as plyx^ood slWiathingfTC) 9nd/0( drywallfBC]. 3. 2x ImpacL bridging or lateral braciny reqvfted vAwsn anawn i-1 4. )n5)!)|iarjrjn of Ifuss is ihe r9!>fion&lbility ol Hie i^tjpE^ctlve conttactor. 5. batijjn ijtsun^ti uu&ses are to be o&«d In aiion-cor«>jiivi;«n'.flroiinicnt. ancJ aro fo-' 'dry gonttitltif o* i>se. o. Design as-iurfies full bearinti a: alt supports s^cwn. Shun o; \>ic-dge if iier^eKSfiry. 7. OR$iDn a&a^imes adetiualQ diain&ne i& prnviciAd. 6. Platefi ShaV hu locaied on liolh facu!^ of ti\js», untl piact^d su iticit cciol^r tins^i CQinilide with jiSnt c^i.tcr iinr^iS. S. Difjtits Inckcafp Ali>4> i:>l plale i>i ini^liH^- 10. i orbeiiiic ';oi\i''ectoi ptali'j 'Jision values see eHR-i3i i, ESR-isas fftfirs*;; LOWER LEVEL SHEAR WALLS GRID LINE A - Lower level V (total ioad) = 2714# v(wall) = 2714#-16' = 170#/' 170#/' < 308#/' Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (16') Overtuming Moment = 170#/'(16')(8')(1.0) = 21760# Dead Load At Panel #1 =351#/' Resisting Moment = [(0.85)(351#/')(16'^)] 2 =38188# Net Uplift = (21760#-38188#)-16' = -102e# -1026# No uplift, holdown not required GRID LINE A.7 - Lower level V (total ioad) = 2025# Ht)' .v (wall) - 20a5#-II'I 0.5' " 104#/'— • [ \^ -imttr < 308#/' Use 3/8" Plywood or OSB W/8d At 6" O/C Edge, 12" O/C Field Symbol 1 On Shear Panel Schedule UPLIFT Uplift At Shear Panel #1 (11') Overturning Moment = 104#/'(11')(8')(1.0) = 9^ Dead Load At Panel #1 =64#/' Resisting Moment = [(0,85i(64#n(Tr^)l - 2 =3291# Ipfr^l9t5;^:32&11fpl'l'= 532# '532# <1950# UseJ-STHDS holdown strap to djafstud at corner/midwall only Eace naiLdoub'terBtuds with IOd at 4" o/c ALTERNATE HOLDOWN - <3075# Use>ft)U2-SDS2.5 holdown to double stud Use SSTB16 bolt with 12 5/8" min. ecw^^dmen Uplift At Shear Panel #2 (8.5'), Overturning Moment = 104#/^.5')(8')(1.0) = 7072# Dead Load At Panel #2p6A#r Resisting Moment = r(0:85)(64#/')(S.5'=)] * 2 =1965# iplift^^f«172>4965#)*8.5' = 600# '600# <1950# U^^LSTHDS holdown strap to dbl. stud at corner/midwall only .Face nail doubj&^tuds with IOd at 4" o/c IHOLDOWN - <3075# Use HDU2-SDS2.5 holdown to double stud Use SSTB16 bolt with 12 5/8" min. embedmen MPA ARCHITECTS, 1NC,| JOB. SHEETNO,. 0F_ 3578 30lh Street, San Diego, CA 92104 CALCUIATED BY_ CHECKED BY__ SCALE DATE. •ATE. •/ i •'- 5 i ii 1 g 3 1 ^ ^ D PRODUCT ?07 BUILDING ENERGY ANALYSIS REPORT PROJECT: Brennen / Frickman 2133 Alga Road Carlsbad, CA 92009 Project Designer: Accudraft Incorporated 1338 D Street Ramona, CA 92065 (760) 788-9391 Report Prepared by: Wade Wylie WC Design PO Box 2404 Julian, CA 92036 760-765-9757 RECEIVED FEB 0 3 2015 CITY OF CARLSBAD BUILDING DIVISION Job Number: 2014-044 Date: 2/2/2015 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 2013 Building Energy Efficierx;y Standards, This program developed by EnergySoft, LLC-www.energysofl.com. EnergyPro 6.4 by EnergySoft User Number: 9754 ID: 2014-044 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R-PRF-01 -E Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 11 HVAC System Heating and Cooling Loads Summary 15 EnergyPro 6.4 by EnergySoft Job Number: 10:2014-044 User Number: 9754 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044_01.xml CFIR-PRF-01 Page 1 of 8 GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis 03 Project Location 2133 Alga Road 04 City Carlsbad 05 standards Version Compliance 2014 06 Zip Code 92009 07 Compliance Manager Version BEMCmpMgr 2013-3b1 (694) 08 CtinMte Zone CZ10 09 Software Version EnergyPro 6.4 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Newly Constructed 13 ^ Numtier of Dwelling Units 1 14 Total Cond. Floor Area (FT^) 638 15 Numtier of Zones 1 16 Slab Area (FT^) 0 17, 1 ^ Number of Stories 1 18 Addition Cond. Floor Area N/A Natural Gas Available No 20 Additton Slab Area (FT^) N/A Glazing Percentage (%) 22.3% COMPLIANCE RESULTS ^ 01 Building Complies with Computer Performance 02 This txiilding incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This txjilding incorporates one or more Special Features showift>elow This compliance analysis is w^fllfl only for permit applications through December 31,2014 A' ENERGY USE SUMMARY 04 06 07 08 Energy Use (kTDV/ft2-yr) St^^ird Proposed Design Compliance Margin Percent Improvement Space Heating ^ 024.89 28.76 -3.87 -15.5% Space Cooling W 60.86 66.74 -5.88 -9.7% lAQ Ventilation 2.55 2.55 0.00 0.0% Water Heating m 86.40 46.26 40.14 46.5% Photovoltaic Offset 0.00 0.00 — Compliance Energy Total C 174.70 144.31 30.39 17.4% -V Registration Number: CA Building Energy Efficiency Starf s - 2013 Residential Compliance Registration Date/Time: Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044 01 .xml CF1R-PRF-01 Page 2 of 8 REQUIRED SPECIAL FEATURES The fbllowing are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the fieatures that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: • lAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified SEER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • — None - fft ENERGY DESIGN RATING * This is the sum ofthe annual TDV energy consumption fbr energy use components included i TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such^ on-site renewable energy system, ^ performance compliance approach forthe Standard Design Building (Energy Budget) and the annual ^domestic appliances and consumer electronics) and accounting for the annual TDV energy of^t by an Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)* 278.27 247.88 30.39 10.9% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) 1^ BUILDING - FEATURES INFORMATION 01 02 ^ 03 04 05 06 07 Project Name i Conditioned Floor Area (ft2) ' Ntimber of Dwelling Units Number of Bedrooms Numt>er of Zones Numtier of Ventilation Cooling Systems Numtier of Water Heating Systems Residential Building 638 O 1 3 1 0 1 ZONE INFORMATION — 01 02 , ^ 03 04 05 06 07 Zone Name ^> Zon^l^ HVAC System Name Zone Floor Area (fl2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Dwelling Co^ioned HVAC Systeml 638 9 DHW Sys 1 Registration Number: CA Building Energy Efficiency Starf s- 2013 Residential Compliance Registration Date/Time: Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044 01 .xml CFIR-PRF-01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft^) Window Area (ft^) Tilt (deg) Front \Na\\ Dwelling R-13V\felll 0 Front 270 30.5 90 Left W^ll Dwelling R-13V\felll 89 - specify -412 0 90 Rear \Na\\ Dwelling R-13 Wall 180 Back 270 112 90 Right W^ll Dwelling R-13V\felll 270 Right 243 0 90 Roof Dwelling R-30 Roof Attic 638 Garage \Na\\ Dwelling»Garage R-13\/\felll1 163 Raised Floor Dwelling R-19 Floor No Crawlspacel 182 Interior Sur&ce Dwelling»Garage R-19 Floor No Crawispace | f 456 Front \Na\\ 2 Garage R-0\Afell 0 Front 166 0 90 Left \/\la\\ 2 Garage R-0 Wall ^ 0 Front 308 20 90 Rear\Na\\2 Garage R-0 Wall 0 Front 202 0 90 Roof 2 Garage R-30 Roofifl^ic 51 01 02 04 05 06 07 Name Construction RQjS|%ise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Garage Attic Garage Roof Cons 0,1 0.85 Yes No Attic Dwelling Attic Roof Cons Dwelling 4 0.1 0.85 Yes No WINDOWS ^' 01 02 ft 04 05 06 07 08 09 10 Name Type Surfai^tOrientation-Azimuth) Width (ft) Height (ft) Multipli er Area ((l2) U-factor SHGC Exterior Shading Fl 50/46 Window 0 Front V\feill (Front-0) 5,0 4.5 1 22.5 0.32 0.25 Insect Screen (default) F2 20/40 Window 3» Front \/\feill (Front-0) 2.0 4.0 1 8.0 0.32 0.25 Insect Screen (default) Bl 80/80 SGD Window ^ Cf'' Rear \/\fell (Back-180) 8.0 8.0 1 64.0 0,32 0.25 Insect Screen (debult) Bl 60/80 SGD Window Rear V\^ll (Back-180) 6.0 8.0 1 48.0 0.32 0.25 Insect Screen (de^ult) Ll 26/40 Window ^ Left Wall 2 (Front-0) 2.5 4.0 1 10.0 0.32 0.25 Insect Screen (default) L2 26/40 Window , # Left \Na\\ 2 (Front-0) ^ ^ 1 2.5 4.0 1 10.0 0.32 0.25 Insect Screen (default) Registration Number: CA Building Energy Efficiency StarioIW s - 2013 Residential Compilance Registration Date/Time: Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calcuiation Description: Title 24 Analysis Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Input File Name: 2014-044_01.xml Page 4 of 8 DOORS 01 02 03 04 Name Side of Building Area (ft^) U-factor 2868 Garage V\^ll 21.0 0.50 16X7 Front Wall 2 112.0 0.18 3068 Left W^ll 2 20.0 0.50 3068 2 RearW^II2 20.0 0.50 OVERHANGS AND FINS K 01 02 03 04 05 06 f 08 09 10 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Htf^ ' Depth Top Up DistL Bot Up Depth Top Up DistR Bot Up Fl 50/46 0 0 0 0 0 0 0 0 0 0 0 0 F2 20/40 0 0 0 0 0 0 0 0 0 0 0 0 Bl 80/80 SGD 0 0 0 0 o ° 0 0 0 0 0 0 0 0 Bl 60/80 SGD 0 0 0 0 ^ 0 0 0 0 0 0 0 0 0 0 o Registration Number: no^d: Registration Date/Time: CA Building Energy Efficiency StanulWs - 2013 Residential Compliance Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Datemme: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044_01 xml CF1 R-PRF-01 Page 5 of 8 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Construction Name Surface Type Construction Type Framing Total Cavity R-value Winter Design U-value Assembly Layers R-30 Roof Attic Ceilings (below attic) WDod Framed Ceiling 2x4 @ 24 in. O.C. R30 0.032 • Inside Finish: Gypsum Board • Cavity / Frame: R-9.1/ 2x4 • Over Floor Joists: R-20.9 insul. Attic Roof Cons Dwelling Attic Roofe \Nood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. % none 0.400 • Cavity / Frame: no insul. / 2x4 Top Chrd • Roof Deck: Wood Siding/sheathing/decking • Tile Gap: present • Roofing: 10 PSF (RoofTile) R-13 Wall Exterior Walls Wbod Framed \Na\\ 2x4 @ 16 in. O.q^ R 13 0,095 • Inside Finish: Gypsum Board • Cavity/Frame: R-13/2x4 • Exterior Finish: Wood Siding/sheathing/decking R-13 Walll Interior Walls Wood Framed V\^ll 2x4@ 16iKtl.C. R 13 0.092 • Inside Finish: Gypsum Board • Cavity/Frame: R-13/2x4 • Other Side Finish: Gypsum Board R-19 Floor No Crawispace Interior Floors Wsod Framed Floor .o 2x6® 16 in. O.C. R 19 0.048 • Floor Surface: Carpeted • Floor Deck: Wood Siding/sheathing/decking • Cavity / Frame: R-19 / 2x6 • Ceiling Beiow Finish: Gypsum Board R-19 Floor No Crawlspacel Exterior Floors WDod Framed Floor 2x6 @ 16in. O.C. R 19 0.050 • Fioor Surface: Carpeted • Fioor Deck: Wood Siding/sheathing/decking ' Cavity / Frame: R-19 / 2x6 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Iniltallation of Spray Foam Insulation Building Envelope Air Leakage ACH @ 50 Pa Not Required ^/ Not Required Not Required — WATER HEATING SYSTEMS 01 03 04 05 06 Name Syst|^ype Distribution Type Water Heater Numtier of Heaters Solar Fraction (%) DHW Sys 1 -1/1 4^w Standard DHW Heater 1 1 .0% 0^ Registration Number: j-^^ CA Building Energy Efficiency Stari9aWs - 2013 Residential Compliance Registration Date/Time: Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044_01 xml CF1 R-PRF-01 Page 6 of 8 WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R-value Standby Loss (Fraction) DHW Heater 1 Propane Small Instantaneous 0 0.81 199000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 ^04 05 06 07 Name Pipe Insulation Parallel Piping Cofi^^rt Distribution Point-of Use Recirculation Control Central DHW Distribution DHW Sys 1 -1/1 — — — — — — SPACE CONDITIONING SYSTEMS 01 02 04 05 06 SC Sys Name System Type HeatintfVnit Name Cooling Unit Name Fan Name Distribution Name Cooling Component 1: Heating Component 1 :Air Distribution System 1 :HVAC Fan 1:1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES . *fc r« 01 02 03 Name Type Efficiency Heating Component 1 ^ CntrlFurnace - Fuel-fired central furnace 92AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name System Type 0 Efficiency EER SEER Zonally Controlled Multi-speed Compressor HERS Verificatton Cooling Component 1 SplitAlrCoi 11.87 14 Not Zonal Single Speed Cooling Component 1 -hers-cool ,0 Registration Number: jf^J* CA Building Energy Efficiency StanoaWs - 2013 Residential Compliance Registration Date/Time: Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044_01,xml CFIR-PRF-01 Page 7 of 8 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verifled EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-cool Required 350 Not Required Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R-value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic Sealed and tested w Attic None Air Distribution System 1 -hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verir«MJDuct L^ation Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Air Distribution System 1 -hers-dist Required 6.0 06t Required Not Required Not Required Not Required — HVAC - FAN SYSTEMS 01 02 M4-03 04 Name Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Spee^J^SC Furnace Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name . Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1-hers-fan K Required 0.58 lAQ (Indoor Air Quality) FANS 01 02^^ 03 04 05 06 Dwelling Unit MmCFM lAQ Watts/CFM lAQ Fan Type lAQ Recovery Effectiveness(%) HERS Verification SFam lAQVfentRpt ,^^6.38 0.25 Default 0 Required Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Stanl BWs - 2013 Residential Compliance Report Version - CFlR-01142015-694 Report Generated at: 2015-02-02 11:04:50 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 11:04, Mon, Feb 02, 2015 Calculation Description: Title 24 Analysis Input File Name: 2014-044_01.xml CFIR-PRF-01 Page 8 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Wade Wylie Documentation Author Signature: Company: wc Design Signature Date: 2/2/2015 Address: PO Box 2404 CEA/HERS Certification Identification (If applicable): City/State/Zip; ^. ^ Julian, CA 92036 7^765-9757 RESPONSIBLE PERSON'S DECLARATION STATEMENT ^# 1 certify the fbllowing under penalty of perjury, under the laws of the State of Califbrnia: ^ ^ 1. 1 am eligible under Division 3 ofthe Business and Professions Code to accept responsibility for ^ building design identified on this Certificate of Compliance, 2. 1 certify that the energy features and performance specifications identified on this Certificate {i^^hipliance conform to the requirements of Title 24, Part 1 and Part 6 of the Califbrnia Code of Regulations. 3. The building design fieatures or system design features identified on this Certificate of C^pltance are consistent with the infbrmation provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agenc^i^H'approval with this building permit application. Responsible Designer Name: ^ Wade Wylie Responsible Designer Signature: Company: ^ Accudraft Incorporated Date Signed: Address: 1338 D Street License: City/State/Zip: Ramona, CA 92065 ^ Phone: (760) 788-9391 Registration Number: CA Building Energy Efficiency Starifilws - 2013 Residential Compliance Registration Date/Time: Report Version - CFlR-01142015-694 HERS Provider: Report Generated at: 2015-02-02 11:04:50 2013 Low-Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the Building Envelope Measures: §110.6(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5: 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), §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. §110.8(i): The thermal emittance and aged solar reflectance values ofthe cool roofmg material meets the requirements of §110.8(i) when the installation of a cool roof is specified on the CFIR. §110.80): A radiant banier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CFIR, § 150.0(a): Minimum R-30 insulation in wood-frame ceiling; or the weighted average U-factor shall not exceed 0.031. Minimum R-19 in a rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. § 150.0(b): Loose fiU insulation shall conform with manufacturer's installed design labeled R-value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U- factor). §150,0(d): Minimum R-19 insulation in raised wood-frame floor or 0.037 maximum U-factor, §150.0(g)l: In Climate Zones 14 and 16 a Class fl vapor retarder shallbe installed onthe conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air-permeable insulation. §150.0(g)2: In Climate Zones 1-16 with unvented crawl spaces the earth floor ofthe crawl space shall be covered with a Class I or Class II vapor retarder. §150.0(g)3: In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). §150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor penneance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part ofa heated slab floor meets tiie requirements of § 110.8(g). §150.0(q): Fenestration, including skyUghts, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted average U-factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening ofthe firebox. §150.0(e)lB: 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 readily accessible, operable, and tight-fitting damper or a combustion-air control device. §150.0(e)lC: Masonry or factory-built fireplaces have a flue damper with a readily accessible control. §150.0(6)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 ofthe building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. §110.5: Continuously buming pilot hghts are prohibited for natural gas: fan-type central fiimaces, household cooking appUances (apph- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in§150,0(h)2. §150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. §150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). §150.00)1A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)18: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, have R-12 extemal insulation or R-16 intemal insulation where the intemal insulation R-value is indicated on the exterior ofthe tank. §150,00)2A: For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system regardless ofthe pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. §150.00)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non-cmshable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low-Rise Residential Mandatory Measures Summary §150.00)2C: Pipe for cooling system hnes shall be insulated as specified in §150.00 )2A. Piping insulation for steam and hydronic heating systems or hot water systems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. §150.00)3: Insulation is protected from damage, including that due to sunhght, moisture, equipment maintenance, and wind. §150.00)3A: Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding fmm solar radiation that degrades the material. §150.00)3B: Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class fl vapor retarder. §150.0(n)l: Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet ofthe water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside tennination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base ofthe installed water heater, and allows natural draining without pump assistance; and a gas supply hne with a capacity of at least 200,000 Btu/hr. §150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of §110.3(c)5. §150.0(n)3: Solar water-heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: §150.0(m)l: All air-distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply-air and retum-air ducts and plenums are insulated to a minimum installed level of R-6,0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3,1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed with mastic, tape, or other duct-closure system that meets the apphcable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Vx inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defmed or constmcted with materials other tiian 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 ofthe ducts. §150.0(m)2: Factory-Fabricated Duct Systems shall comply with specified requirements for duct constmction, connections, and closures; joints and seams of duct systems and their components shall not be sealed with cloth back mbber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. §150.0(m)3-6 Field-Fabricated Duct Systems shall comply with requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct constraction; duct insulation R-value ratings; duct insulation thickness; and duct labeling. §150.0(m)7: All fan systems that exchange air between the conditioned space and the outside oftiie building must have backdraft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. §150.0(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. §150.0(m)ll: When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. §150.0(m)12: Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thennal conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. §150.0(m)13: Space conditioning systems that utiUze forced air ducts to supply cooUng to an occupiable space shaU have a hole for the placement ofa static pressure probe (HSPP), or a permanentiy installed static pressure probe (PSPP) in the supply plenum. The space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the retum grilles, and an air-handling unit fan efficacy < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. §150.0(m)15: Zonally controUed central forced air cooling systems shaU be capable of simultaneously deUvering, in every zonal control mode, an airflow fi-om the dweUing, through the air handler fan and delivered to the dwelUng, of > 350 CFM per ton of nominal cooUng capacity, and operating at an air-handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance wilh Reference Residential Appendix RA3. §150.0(0): AU dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing tiie Whole Building Ventilation. §150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: §110.4(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that compUes with the AppUance Efficiency Regulations; an on-off switch mounted outside ofthe heater that allows shutting off the heater without adjusting tiie thermostat setting; a permanent weatherproof plate or card witii operating instmctions; and shaU not use electric resistance heating. 2013 Low-Rise Residential Mandatory Measures Summary §110.4(b)l: Any pool or spa heating equipment shall be instaUed with at least 36 inches of pipe between filter and heater or dedicated suction and retum Unes, or built-up connections for fiiture solar heating. §110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shaU have a cover. §110.4(b)3: Pools shaU have directional inlets that adequately mix the pool water, and a time switch that will allow aU pumps to be set or pro- grammed to run only during off-peak electric demand periods. §110.5: Natural gas pool and spa heaters shall not have a continuous buming pilot light. §150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. L^hting Measures: §110.9: AU hghting control devices and systems, ballasts, and luminaires shaU meet the applicable requirements of §110.9. §150.0(k)lA InstaUed luminaires shaU be classified as high-efficacy or low-efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. §150.0(k)lB When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shaU separately comply with the applicable provisions of § 150.0(k). §150.0(k)lC The wattage and classification of permanentiy installed luminaires in residential kitchens shall be determined in accordance with § 130.0(c). In residential kitchens, the wattage of electrical boxes fmished with a blank cover or where no electrical equipment has been instaUed, and where the electrical box can be used for a luminaire or a surface mounted ceiUng fan, shall be calculated as 180 watts of low efficacy lighting per electrical box. §150.0(k)lD BaUasts for fluorescent lamps rated 13 watts or greater shall be electronic and shaU have an ou^ut frequency no less than 20 kHz. §150.0(k)lE Permanentiy installed night lights and night hghts integral to installed luminaires or exhaust fans shaU be rated to consume no more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)lF: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shaU meet the apphcable requirements of § 150.0(k). §150.0(k)2A High efficacy luminaires must be switched separately from low efficacy luminaires. §150.0(k)2B Exhaust fans shaU be switched separately from lighting systems. §150.0(k)2C Luminaires shaU be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D Controls and equipment are installed in accordance with manufacturer's instmctions. §150.0(k)2E No control shall bypass a dimmer or vacancy sensor function ifthe control is installed to comply with §150.0(k). §150.0(k)2F Lighting controls comply with applicable requirements of §110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it fiinctions as a dimmer §150.0(k)2G: according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of §130.5; and aU otiier requirements in §150,0(k)2. §150.0(k)2I: A multiscene programmable controller may be used to comply with dimmer requirements ofthis section if it provides the fimctionality of a dimmer according to §110 .9, and complies with all other applicable requirements in §150.0(k)2. § 150.0(k)3A: A minimum of 50 percent ofthe total rated wattage of pemianentiy installed Ughting in kitchens shall be high efficacy. §150.0(k)3B Kitchen lighting includes all permanently installed hghting in tiie kitchen except intemal lighting in cabinets that Uluminate only the inside ofthe cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen Ughting if they are not separately switched from kitchen lighting. §150.0(k)4: Permanentiy installed lighting that is intemal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: A ininimum of one high efficacy luminaire shaU be instaUed in each bathroom; and aU other lighting installed in each bathroom shaU be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utUity rooms shaU be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utiUty rooms shall be high efficacy, or shaU be controlled by either dimmers or vacancy sensors. §150.0(k)8: Luminaires recessed into ceUings shall: be Usted for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less tiian 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing and ceiling, and shaU have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow baUast maintenance and replacement without requiring cutting holes in the ceUing. For recessed compact fluorescent luminaries with baUasts to quaUfy as high efficacy for compliance witii § 150.0(k), the ballasts shaU be certified to the Energy Commission to comply with the applicable requirements in §110.9. §150.0(k)9A For single-family residential buildings, outdoor Ughting permanently mounted to a residential building or other buildings on the same lot shaU be high efficacy, or may be low efficacy if it meets aU of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON tiie automatic actions ofitems ii or iii below, and ii. Controlled by a motion sensor not having an override or bypass switch that disables tiie motion sensor, or controUed by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one ofthe following metiiods: 2013 Low-Rise Residential Mandatory Measures Summary §150.0(k)9B: For low-rise multifamily residential buUdings, outdoor Ughting for private patios, entrances, balconies, and porches; and outdoor hghting for residential parking lots and residential carports with less than eight vehicles per site shaU comply with one ofthe foUowing requirements: i. ShaU comply witii §150.0(k)9A; or u. ShaU comply witii tiie appUcable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D shaU comply witii tiie applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. §150.0(k)9D: Outdoor Ughting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply witiitiie applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141,0. §150.0(k)10: Intemally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). §150.0(k)ll: Lighting for residential parking garages for eight or more vehicles shaU comply with the appUcable requirements for nonresidential garages in §110.9, §130.0, §130.1, §130.4, §140.6, and §141.0. §150.0(k)12A: In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of the floor area, pennanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controUed by an occupant sensor. a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables tiie astronomical time clock, and which is programmed to automatically tum the outdoor Ughting OFF during dayUght hours; or c. Energy management control system which meets all ofthe foUowing requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the InstaUation Certification requirements in §130,4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and. §150.0(k)12B: In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently instaUed Ughting in that building shaU: i. Comply witii tiie appUcable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and u. Lighting installed in corridors and stairweUs shall be conti-oUed by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of tuming the Ught ftilly On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single fanuly residences located in subdivisions with ten or more single fanuly residences and where the appUcation for a §110.10(a) 1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shaU comply with flie requirements of §110.10(b) through §110.10(e). §110.10(a)2: Low-rise multi-family buildings shall comply with the requirements of §110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shaU be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)l: buildings with roof areas greater than 10,000 square feet. For single fanuly residences the solar zone shall be located on tiie roof or overhang ofthe building and have a total area no less tiian 250 square feet. For low-rise multi-famUy buUdings the solar zone shall be located on the roof or overhang ofthe building or on the roof or overhang of another stmcture located witiiin 250 feet of the buUding or on covered parking installed with the building project and have a total area no less than 15 percent ofthe total roof area of the buUding excluding any skylight area. §110.10(b)2: AU sections ofthe solar zone located on steep-sloped roofs shall be oriented between 110 degrees and 270 degrees of tme north. §110.10(b)3A: No obstmctions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shaU be located in the solar zone. Any obstmction, located on the roof or any other part ofthe building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, ofthe height difference between the highest point of the obstmction and the horizontal projection ofthe nearest point ofthe solar zone, measured in tiie vertical plane. §110.10(b)4: For areas of the roof designated as solar zone, the stmctural design loads for roof dead load and roof Uve load shaU be clearly indicated on the constraction documents. §110.10(c): The constraction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection wiU be the main service panel); a pathway for routing of plumbing from the solar zone to the water-heating system. §110.10(d): Acopy of the constmction documents or a comparable document indicating the information from §110.10(b) tiirough §110.10(c) shaU be provided to the occupant. §110.10(e)l: The main electrical service panel shaU have a minimum busbar rating of200 amps. The main electrical service panel shaU have a reserved space to aUow for the installation ofa double pole circuit breaker for a § 110.10(e)2: future solar electric instaUation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Brennen / Fricl<man Date 2/2/2015 System Name HVAC System Floor Area 638 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 80,000 Total Room Loads 341 6,822 314 232 8,723 Total Output (Btuh) 80,000 Retum Vented Lighting 0 Output (Btuh/sqft) 125.4 Retum Air Ducts 359 484 Cooling System Return Fan 0 0 Output per System 1 Ventilation 0 0 0 0 0 Total Output (Btuh) 1 Supply Fan 0 0 Total Output (Tons) 0.0 Supply Air Ducts 359 484 Total Output (Btuh/sqft) 0.0 Total Output (saft/Ton) 7,656,000.0 TOTAL SYSTEM LOAD 7,540 314 9,691 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 High Efficiency Fau/AC 1 0 80,000 Airflow (cfm/sqft) 0.00 Airflow (cfm/Ton) 0.0 Outside Air (%) 0.0% Total Adjusted System Output 1 0 80,000 Outside Air (cfm/sqft) 0.00 (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 (Alrstream Temperatures at Time of Heating Peak) 26 "F Outside Air 0 cfm 67 "F •4 67 "F • 105 °F 1 Heating Coll 104 "F ROOM 68 "F _l COOLING SYSTEM PSYCHROMETICS (Alrstream Temperatures at Time of Cooling Peak) 98 / 70 °F Outside Air ^ 0 cfm 76 / 62"F < =• i Cooling Coil 56 / 54 °F 47.5% ROOM 75 / 62"F EnergyPro 6.4 by EnergySoft User Number: 9 754 RunCode: 201S-02-02T11.07:21 ID: 2014-044 Page 15 of 15 Ccityof 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: FRICKMAN RESIDENCE CBI50352 (PCI50007) Project Address: A,P,N Project Appiicant (Owner Name): Project Description: Building Type Residentiai: 2115 ALGA RD 215-220-06-00 MICHAEL & HEATHER FRICKMAN BUILD NEW 2^^° DWELLING UNIT NEW DWELLING UNiT(S) Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: 640 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 Date 05/08/2015 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Q Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (760-331-5000) Q Vlsta Unified School District 1234 Arcadia Drive Vista CA 92083 (760-726-2170) xt 2222 1^ San Marcos Unified School District 255 Pico Ave Ste. 100 San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appl. Only) 1 1 Encinitas Union School District- By appointment only 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300x1166) 1 1 San Dieguito Union High School District-By Appointment Only 684 Requeza Dr. Encinitas, CA 92024 (760-753-6491 x 5514) Certification of Applicant/Owners. The person executing this declaration ("Ownet*) 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 wili file an amended certification of payment and pay the additional fee if Ovimer 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 ovmer/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalfofthe Owner, Signature: A 1^. ^/I^ (.CK'^-.-.-.K ) Date: 5/i\/i s B-34 Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school clistrict(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 NUMBER 6>- 11'15 YfcO- liO' Z6>MCi RECEIVED MAY 11 2015 B-34 Page 2 of 2 Rev. 03/09 yj\ PLUMBING, Development Services A/p ELECTRICAL, Building Division CITY OF MECHANICAL '''''%tlo2^i r^API QRAP^ WORKSHEET www.carlsbadca.gov V--/Ar\L_ODA\Ly B-18 Building^carlsbadca.ROv r^.-^A-,^ 2113AlgaRoad _ ^., CBISOSSa-Project Address: Permrt No.: Information provided t)elow refers to worfe being done on the above mentioned permit only. This form must be completed and returned to the Buildmq Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or reloccrted fixtures, traps, or floor drains 5 New building sewer line? . Ves No x Number of new roof drains? 0 Install/alter water line? "O Number of new water heaten? _0 Number of new, relocated or replaced gas outlets? _1 Number of new hose bibs? 0 Residenlicd Pennits: New/expanded service Number of new amps: ^OQ Minor Remodel onh/: Ves No x Commerdal/industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps invdved in this projed: Kew Construdion: Amps per Panel: Single Phase Numiier of new amperes Three Phase Number of new amperes Three Phase 480 Numiier of new amperes Numiier of new fumaces, A/C, or heat pumps? 0 New or relocated duct worl?? Ves X No Number of new fireplaces? 0 Number of new exhaust fans? 0 Relocate/install vent? 0 Number of new exhaust hoods? 0 Number of new boilers or compressors? Number of HP 0 B-18 Page 1 of 1 Rev. 03/09 CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building(5)carlsbadca.gov ProjectAddress: 2115AlgaRoad PemiitNo.: CB150352 Information provided below refers to wortt t>eing done on the above mentioned permt only. This form must be completed and returned to the Building Pivision liefore the permit can be issued. Buikling Dept. Fox: (760) 602-8558 Number of new or rekxated fixtures, traps, or floor drains 5 New buikiing sewer line? Ves No x Number of new roof drains? 0 Install/alter wciter line? Number of new water heaters?... _1 Number of new, rekKCited or reptaced gas outlets? _4 Number of new hose bibs? 0 Residential Permits: New/expanded servtee: Number of new amps: Minor Remodel onfi^ Ves No x Commerdal/industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved m this project: New Construction: Amps per Panel: Single Phase Numiier of new amperes 100 Three Phase . Numiier of new amperes Three Phase 480 Number of new amperes Number of new fumaces, A/C, or heat pumps? 1_ New or rebcated duct worb? Ves X No Number of new firepkices? 0 Numtier of new exhaust fans? . 2 RekKate/install vent? 0 Numiier of new exhaust hoods? 1 Number of new lioilers or compressors?. Number of HP B-18 Page 1 of 1 Rev. 03/09 City of Carlsbad Permit No: Address Valuation Worksheet Assessor Parcel No. Date Building Division By Type of Work Area of Work Multiplier VALUE SFD and Duplexes $132.05 $0.00 Residential Additions 640 $157.88 $101,043.20 Remodels / Lofts* 0 $68.98 $0.00 Apartments & Multi-family $117.70 $0.00 Garages/Sunrooms/Solariums $34.45 $0.00 Patio/Porch/Carport 93 $11.48 $1,067.64 Enclosed Patio* $18.66 $0.00 Decks/Balconies/Stairs 93 $18.66 $1,735.38 Retaining Walls, concrete,masonry $22.96 $0.00 Pools/Spas-Gunite $48.80 $0.00 Tl/Stores, Offices $43.32 $0.00 Tl/Medical, restaurant, H occupancies $60.29 $0.00 Photovoltaic Systems/ # of panels $400,00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System $3.73 $0.00 Air Conditioning - commercial $6.03 $0,00 Air Conditioning - residential 640 $5.02 $3,212,80 Fireplace/ concrete, masonry $4,621.70 $0,00 Fireplace/ prefabricated Metal $3,141.89 $0,00 $0,00 $0,00 TOTAL Valuation: $107,059 Comm/Res (C/R): C Building Fee $654.30 Plan Check Fee $458.01 Strong Motion Fee $22.00 Green Bldg. Stand. Fee $4.00 Green Bldg PC Fee $150.00 License Tax/PFF $3,747.07 License Tax/PFF (in CFD) $1,948.47 CFD isthourof Plan CheckFire Expedite Plumbing TBD Mechanical TBD Electrical TBD $107,059.02 if CFD 0 Yes (PFF= 1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/orCFD Explanation: PC150007 2113 ALGA RD FRICKMAN RESIDENCE: 204 SF ADDITION OF BED/BATH/LAUNDRY /// 638 SF CB150348 2113 ALGA RD FRICKMAN: 204 SF ADDITION OF BED, BATH, LAUNDRY c^; y ^ r/^^ '^I.J.S- Z^P-^^ &mf^<^^F 1^-^ ^•^'^ 5y,///^ (l.^^ -NJ U) ^ ^^^^ A 4- "NJ LAD VW CB150352 2115 ALGA FRICKMAN: ^8 SF 2DU OVER GA RESDNTL ^ jni I Final Inspection required by: a Plan • CM&I Approved ItSSUEI ENGINEERING FIRE Expedite? Y N DIGITAL FILES Required? Y N Forms/Fees HazHealthAPCD PE&M School 50r\ Sewer Stormwater Special lns| CFD: Y LandUse; Density; ImpArea PFF;/ Yy N Comments Date Building 31 Planning 5/ Engineering Fire Need? 3