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2220 CORTE ANANAS; ; CB100125; Permit
02-26-2010 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB100125 Building Inspection Request Line (760) 602-2725 2220 CORTE ANANAS CBAD RESDNTL Sub Type: RAD Status: 2552617100 Lot #: 0 Applied: $0.00 Construction Type: 5B Entered By: Reference #: Plan Approved: 0 Structure Type: Issued: 0 Bathrooms: 0 Inspect Area: CHAMBERS RES-NEW 102 SFCOVERED Orig PC#: PORCH OVER ENTRY, 202 SF INTERIOR REMODEL 2ND Plan Check # FLR, REMOVE AND REPLACE INTERIOR STAIRS, REPLACE AND REPLACE SELECTED WIDOWS AND DOORS ISSUED 01/20/2010 LSM 02/26/2010 02/26/2010 Applicant: MISAEL ARELLANO STED 2091 LA PALMAS DR CARLSBAD 92011 760 438 2963 Owner: CHAMBERS-TUNTLAND FAMILY REVOCABLE TRUST 03-08-0 2220 CORTE ANANAS CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $0.00 $0.00 $0.00 $360.00 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $130.00 $0.00 $0.00 $0.00 $0.00 $1.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (3 104 193) License Tax (4304 193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 $20.00 $24.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $563.00 Total Fees:$563.00 Total Payments To Date:$563.00 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: lf>J Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set as'de, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.ca rlsbadca .fiov Plan Check No. Est. Value Plan Ck. Deposit^ IOO CONSTR. TYPE I OCC. GROUP# BATHROOMS TENANT BUSINESS NAME DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) FIREPLACE YESD # AIR CONDITIONING YES p NOD APPLICANT NAMECONTACT NAME (If Different Fom Applicant) ACTOR BUS. NAMEPROPERTY OWNER. NAME PHONE "740 ARCH/DESIGNER NAME & ADDRESS (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Sectipn 7000 of Division 3 of theBusiness and Professions Code) or tnat he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: S7 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. LI I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. {^X\) l(a«afg>feS- -g^Rg^l I^L.T^ Policy No. 7<oQOOO3'2j^'O<? / Expiration Date <?-t~tQ This section need not be completed if the permit is for one hundred dollars ($100) or less. C3 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages as providednor in secno>470ror the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE / fiereoy affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes G No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the maj or work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): vfi^PROPERTY OWNER SIGNATURE CJAGENT DATE THIS ^S!f:C:tldw:vF®:R'':N:ON-flJt;S|B;EN-f I At BUILDING PJSR (WITS O N 1- V Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or ri sk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanne' Hazardous Substance Account Act? O Yes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O Yes CJ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d Yes O No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE! OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address IA:*** i CA N T I certify that I have read the application and state that ttie above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relatingto building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition orconstruction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official undepthe provisbnsj^Ws'Code shall expire by limitation and become null and void if the building or work authorized by such permit is not oDmmenced within 180 days from the date of such permit or if the buildhp^waj^uthoriffidbj^fjch permit is suspended or abandoned at any time after Ihe work is commenced for ajperiod of 180/ays (Section 106.4 4 Uniform Building Code). ^APPLICANT'S SIGNATURE ^^ DATE City of Carlsbad Bldg Inspection Request For: 06/24/2010 Permit* CB100125 Title: CHAMBERS RES-NEW 102 SFCOVERED Inspector Assignment: PY Description: PORCH OVER ENTRY, 202 SF INTERIOR REMODEL 2ND FLR, REMOVE AND REPLACE INTERIOR STAIRS, •NTi^r-k mfir\/"\tJifo Type:RESDNTL Sub Type: RAD Job Address: 2220 CORTE ANANAS Suite: Lot: 0 Location: APPLICANT MISAEL ARELLANO Owner: CHAMBERS-TUNTLAND FAMILY REVOCABLE TRUST 03-08-0 Remarks: Phone: 8585839725 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: ERIC REYNOLDS Entered By: CHRISTINE Act Comments Comments/Notices/Holds Notice SW10-25 fees due prior to issuing permit. Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 04/22/2010 17 Interior Lath/Drywall AP PY 04/21/2010 17 Interior Lath/Drywall NR PY 04/21/2010 18 Exterior Lath/Drywall AP PY 04/19/2010 84 Rough Combo AP PY 04/08/2010 15 Roof/Reroof AP PY 01= SAN OF BUILDIIMCS DIVISION XX1MO SAN DIEGO (COUNTY) AREA CIRCUIT CARD AND LOAD SUMMARY (1999 NEC) DEPARTMENT OF PLANNING AND LAND USE - BUILDING DIVISION THIS CARD MUST BE FILLED OUT AND AVAILABLBE AT THE SERVICE EQUIPMENT FOR THE ROUGH INSPECTION 2 ¥ Address: <V^Q CCRTf^ <XK3^V3^ Owner: f VVAXYl VrS^^-^ Contractor: ^j-f^^guj^Lt) -'Cfc>utjH<323T-/ PANEL: ^rvT^ /D LOCATION ^VpAP"^ Loirr ^ptjNllir^^ CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 BKR SIZE *y) ) <[v WIRE SIZE l"^~ H N aav.Y TYPE Vy^fo li /) MAIN: D AMP BRK/FUSE BUS: AMP Service entranc A) Size: N C) Insulati Service ground/ A) Size: N C) Clamp l<DUFER D Water P n Groundn 3 or feeder conductors: o. B) an: D) bond: o. B) Dcation(s): 250 5 ipe Rod GFCI locations 210 -8 [~l Bathroom(s) n Garage(s) >CT Outdoors AFCrProtected Circ. 21 D Bedroom(s) 250-1 250-5 680 -" D n 0 12^ 0(c) 04 2 ^Phone: Phone: A. .C. MISC i LTG ^ REC °j D MLO Type:QCU Q AL Conduit Size: Type:nCU QAL ro: Kitchen Hydromassage Tub '/A Mac REC Permit Number: CjS \OO 1 2.S~ Census Tract Number: Area in Sq. Ft. (^ VOLTS I 0 WIRE -\ LTG Computed Branch circ A) Light B) Two C) Laui D) Cen E) Bath Remarks: MISC WIRE SIZE TYPE BKR SIZE CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 LOCATION Load AMPS See Calculation Worksheet on back uits required: ting Circuits 220 - 3(b), 4(d) Small Appliance Circuits 2 1 0 - 11 (e) idry Circuit 220-16(b) tral Heating Equipment 422 - 12 room 210-52(d) / certify that all terminations have been torqued in accordance with manufacturer's instructions and that the work shown on this circuit card represents the full extent of the work performed under this permit. \] Owner p^ Contractor / ^tAH^QX LLt-fTl<( If . . , Signed /L-^ ^^ Da\e<///fV/rf EsGil Corporation In (Partnership with government for (Rutiding Safety DATE: JAN. 25, 2O1O JURISDICTION: CARLSBAD ^~PLAN REVIEWER a FILE PLAN CHECK NO.: 10-0125 SET: I PROJECT ADDRESS: 2220 CORTE ANANAS PROJECT NAME: SFR REMODEL AND DECK ADDITION FOR CHAMBERS The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 1X1 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Please show a battery operated S/D in each existing bedroom an hallways leading to them. By: ALI SADRE Comments: 102 s.f. deck addition, 202 s.f. remodel & replacing step & selected windows. EsGil Corporation D GA D EJ D PC 1/22 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92 123 + (858)560-1468 + Fax (858) 560-1576 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 10-O125 PREPARED BY: ALI SADRE DATE: JAN. 25, 2010 BUILDING ADDRESS: 2220 CORTE ANANAS BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: V-N BUILDING PORTION Replace select windows, stairs add 102s.f. deck and interior remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrln Pprmih FPP hu Orrlinar AREA ( Sq. Ft.) cb Valuation Multiplier 3y Ordinance irp Nr Reg. Mod. VALUE ($) Plan Check Fee by Ordinance Type of Review: H I I Repetitive Fee^71 Repeats * Based on hourly rate Comments: Complete Review $435.00 Other Hourly sGil Fee 3 $116.00 Structural Only Mrs. @ $348.00 Sheet 1 of 1 macvalue.doc •+• 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 City of Carlsbad Public Works BUILDING PLANCHECK CHECKLIST Engineering DATE: BUILDING PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:'"//EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the\ attached report of deficiencies marked with Dxj^ake necessary corrections to plans or specificatierfs for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date Date: Date: By: By: FOR OFFICIAL USE ONLY INHERING AUTHORIZATION TO ISSUE BUILDING PERMIT: *—Date: <^/'V ATTACHMENTS D Dedication Application/Checklist D Encina Wastewater Screening Survey D Encroachment Application/Checklist D Final Map (Reference) D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D Right-of-Way Permit Submittal Checklist and Information Sheet Or Storm Water Compliance Forms ( & " [] Other ENGINEERING DEPARTMENT CONTACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760) 602-1052 Email: Linda.Ontiveros@carlsbadca.gov CFD INFORMATION Reference No(s): Lot No.: Recordation: ^, Carlsbad Tract: (J\ 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 602-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 • Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral (D^Property Lines^-^^g- I. Existing or proposed water service V£XEasements ATT7\U-teD ^- Existing or proposed irrigation service ] D 2. Snow on site A. Drainage Patterns 1 . Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. D D 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION BUILDING PLANCHECK CHECKLIST ,RD3KU DISCRETIONARY APPROVAL COMPLIANCE D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. Q D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. 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 $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/4" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS d D 6a-A" needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD IMPROVEMENT REQUIREMENTS continued CH O EH 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: ED EH EH 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: Date: n 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code.®D D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. CH EH CD 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: CD EH EH 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) PI D EH 7d .No Grading Permit required. /DID D 7e. If grading is not required, write "No Grading" on plot plan. BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS ST ND RD B- 3h D RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carlsbadca.gov/engineering Right-of-Way permit required for: D INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, located at 1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and assistance. You may telephone (760) 602-2750 for assistance NPDES PERMIT 10. Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. STORM WATER COMPLIANCE 10a. Q Requires Project Storm Water Permit: SWPPP) -Please complete attached forms [ Q No threat - Please complete attacrTelTStorm Water bxemptiorTforPii D D DEVELOPMENT FEES 11. Q Required fees are attached Q More information needed Q No fees required BUILDING PLANCHECK CHECKLIST ST1 D -.ND ,RD D WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" 1" service with 5/8" rneter. • All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, the landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD WATER METER REVIEW continued 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line D D D 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. D D D 13. Additional Comments: a a a a a PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB10-125 Address 2220 Corte Ananas Planner Chris Sexton Phone (760) 602- 4624 APN: 255-261-71 Type of Project & Use: addition Net Project Density: 1.0 DU/AC Zoning: P-C General Plan: RLM Facilities Management Zone: 12 CFD (in/out) #_Date of participation: Remaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit: Legend: [X] Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES D NO D TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. DATE . PROJECT NO. OTHER RELATED CASES: YES D NO D TYPE Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO Q CA Coastal Commission Authority? YES D NO Q If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES Q NO Q (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: 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. n Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOQ D Zoning: 1.Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20; Shown 20' Required 5^ Shown 5^ Required Shown _ Required 10' Shown 10' Required Shown _ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: Required Required Required Required Required Shown Shown Shown Shown Shown 3. Lot Coverage: in existing footprint Required <50% Shown <50% existing to remain all work done with D 4. Height:Required <30' Shown <30' D 5. Parking: Spaces Required 2 Shown 3 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUT DATE1 H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 m ENGINEERING SUN Structural Engineering, Inc. Consulting Structural Engineers 2091 Las Palmas Dr. Suite D Carlsbad, CA. 92011 Tel/Fax: 760-438-1188 Structural Calculations Chambers/Tuntland Addition 2220 Corte Ananas Carlsbad, CA. 92009 Chambers/TuntlandSUN Structural Engineering, Inc. Qate: 12/2009 ENGINEERING Consulting Structural Engineers • gy. j^j ^juja §jjt- p LOADING: ROOF CONCRETE TILES 12.0 PSF 1/2" PLYWOOD 1.5 PSF 2x8 R.R. @ 16" O.C. 2.0 PSF 2x6 CJ. @ 16" O.C. 1.5 PSF V" GYP. BOARD 2.5 PSF INSULATION 1.0 PSF MECHANICAL & MISC. 1.5 PSF D.L.= 22.0 PSF L.L.= 20.0 PSF DECK DEXOTEC 5.0 PSF 3/4" PLYWOOD 2.0 PSF 2x10 D.J. @ 12" O.C. 3.0 PSF l/2" GYP. BOARD 2.5 PSF INSULATION 1.0 PSF MECHANICAL & MISC. 2.5 PSF D.L = 16.0 PSF L.L.= 40.0 PSF title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Primes: 31 DEC 2009,10:17AM [Lie. # : KW-06006410 Description: RR-1 Material Properties License Owner : SUN STRUCTURAL ENGINEERING INC Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.2 I L Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Fb - Compr Fb - Tension Fc-Prll Fc - Perp Fv Ft 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi £: Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend-xx Density 470.0 ksi 32.210pcf Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.030, Lr = 0.0270 k/ft, Tributary Width = 1 .0 ft £ffiS^M^SflBiAffit~B™f'"-<j;,j , „' _, .," . II^I^ISISSsiEISmH Maximum Bending Stress Ratio = 0.216 1 Section used for this span 2x6 fb : Actual = 282.63 psi FB: Allowable = 1, 308.1 3psi Load Combination +D+Lr-*+i Location of maximum on span = 2.51 7ft Span # where maximum occurs = Span#1 Maximum Deflection Max Downward Live Load Deflection = 0.014 in Max Upward Live Load Deflection = 0.000 in Live Load Deflection Ratio = 4226 Max Downward Total Deflection = 0.030 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 2002 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span* M V Overall MAXimum Envelope Length = 5.0 ft 1 0.216 0.126 +D Length = 5.0 ft 1 0.114 0.066 Length = 5.0 ft 1 0.114 0.066 Length = 5.0 ft 1 0.216 0.126 +0+0.750Lr-K).750L-HH Length = 5.0 ft 1 0.190 0.111 Overall Maximum Deflections -Unfactored Loads Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Summary of Moment Values Mactual fb-design Fb-altow 0.18 282.63 1308.13 0.09 148.75 1,308.13 0.09 148.75 1,308.13 0.18 282.63 1,308.13 0.16 249.16 1,308.13 Load Combination Span Max. "-" Defl Location in Span Load Combination D+Lr + L 1 0.0300 2.517 0.126 : 1 2x6 21 .39 psi 1 70.00 psi +D+ir+H 4.564ft Span#1 Summary of Shear Values Vactual fv-design Fv-allow 0.12 21.3S 170.00 0.06 11.26 170.00 0.06 11.26 170.00 0.12 21.39 170.00 0.10 18.86 170.00 Max. "+" Defl Location in Span 0.0000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title:Dsgnr: Project Desc.: Project Notes: Job* Printed: 31 DEC 2009, 10:17AM Lie. #: KW-06006410 License Owner : SUN STRUCTURAL ENGINEERING INC Description: RR-1 Maximum Denectionafor Load Combinations - Unfactared Loads Load Combination Span Max. Downward Deft Location in Span Max. Upward Deft Location in Span DOnly LrOnly Lr+L Only D + Lr + L 1 0.0158 1 0.0142 1 0.0142 1 0.0300 2.517 2.517 2.517 2.517 0.0000 0.0000 0.0000 0.0000 0.000 0.000 0.000 0.000 Maximum Vertical Reactions - Unfactored Support notation : Far left is #1 Load Combination Overall MAXimum DOnly LrOnly LN_ Only D + Lr + L Support 1 Support 2 0.143 0.075 0.068 0.068 0.143 0.143 0.075 0.068 0.068 0.143 title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr, Project Desc.: Project Notes: Job# SHT-C Printed:3l DEC 2009, 10:17AM-_-. Lie. »: KW-06006410 Description: HIPBEAM-1 Material Properties License Owner : SUN STRUCTURAL ENGINEERING INC Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Fb - Compr Fb - Tension Fc-Prll Fc - Perp Fv Ft 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E: Modulus of Elasticity Ebend-xx 1, 300.0 ksi Eminbend-xx 470.0 ksi Density 32.21 Opcf Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Varying Uniform Load: D(S,E) = 0.0->0.110, Lr(S,E) = 0.0->0.10 k/ft, Extent = 0.0 -» 7.0 ft, Tributary Width = 1.0 ft 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 Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection = Max Upward Total Deflection = Total Deflection Ratio = Maximum Forces & Stresses for Load Com Load Combination Segment Length Overall MAXimum Envelope Length = 7.0 ft +0 Length = 7.0 ft Length = 7.0 ft Length = 7.0 ft +D+0.750Lr-K).750L«fl Length = 7.0 ft Overall Maximum Deflf Load Combination 0.239 1 Maximum Shear Stress Ratio = 4x8 Section used for this span 271 .63 psi fv: Actual 1,137.50psi Fv: Allowable = ->0+Lr+H Load Combination 4.040ft Location of maximum on span = Span # 1 Span # where maximum occurs = 0.019 in 0.000 in 4440 0.042 in 0.000 in 2006 binations Max Stress Ratios Span* M 1 0.239 1 0.131 1 0,131 1 0.239 1 0.212 Actions - Unfactored Summary of Moment Values V Mactual 0.137 0.074 0.074 0.137 0.121 Loads 0.69 0.38 0.38 0.69 0.62 Span Max. "-" Defl Location in Span fb-design 271.63 148.63 148.63 271.63 240.88 Load Combination Fb-allow 1.137,50 1,137.50 1,137.50 1,137.50 1,137.50 0.137 : 1 4x8 23.23 psi 1 70.00 psi 6.436ft Span # 1 Summary of Shear Values Vactual 0.39 0.21 0.21 0.39 0.35 Max. fv-design 23.23 12.64 12.64 23.23 20.59 Fv-allow 170.00 170.00 170.00 170.00 170.00 "+" Defl Location in Span D+Lr + L 0.0419 3.664 0.0000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Lie. # : KW-06006410 Description: HIPBEAM-1 Title: Dsgnr: Project Desc.: Project Notes: Job# Printed: 31 DEC 2009,10:17AM License Owner : SUN STRUCTURAL ENGINEERING INC - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span DOnly LrOnly Lr+L Only D-t-Lr+L 1 0.0229 1 0.0189 1 0.0189 1 0.0419 3.664 3.664 3.664 3.664 0.0000 0.0000 0.0000 0.0000 0.000 0.000 0.000 0.000 Support notation: Far left is #1 Load Combination Overall MAXimum DOnly LrOnly Lr+LOnly D+Lr + L Support 1 Support 2 0.265 0.148 0.117 0.117 0.265 0.510 0.277 0.233 0.233 0.510 r title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Blxk Line 6 Title: Dsgnr: Project Desc.: Project Notes: Job# Printed: 3' DEC 2009,10:17AM Lie. # : KW-G6006410 Description: HD-1 Material Properties License Owner : SUN STRUCTURAL ENGINEERING INC Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Fb - Compr Fb - Tension Fc-Prll Fc - Perp Fv Ft 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi £: Modulus of Elasticity Ebend-xx 1,300.0 ksi Eminbend - xx 470.0 ksi Density 32.210pcf D[O.Q86) LriO.OSi aw«H»i»K? *«•„ --, .Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.0880, Lr= 0.080 k/ft, Tributary Width = 1 .0 ft :JIJ^^^^^BjSHMffi1f «^,~ ^'rl' ~ ""— . -"- '- ^^^^BiSSs^^a^l^^^l 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 Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio = Max Downward Total Deflection = Max Upward Total Deflection = Total Deflection Ratio 0.848 1 4x10 890.01 psi 1,050.00 psi •fO-tLr+H 6.456ft Span#1 0.1 73 in 0.000 in 900 0.379 in 0.000 in 411 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.277 : 1 4x10 47. 11 psi 1 70.00 psi +D+Lr+H 12.302ft Span#1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span* M Overall MAXimum Envelope Length = 13.0 ft 1 0.848 +0 Length = 13.0 ft 1 0.461 Length = 13.0 ft 1 0.461 Length = 13.0 ft 1 0.848 •»0-t0.750Lr+0.750L+H Length = 13.0 ft 1 0.751 OV6f3f i m3XlfUUrn y$n€CtlQns « UHfJSCtOfed 1, Load Combination Span Max. D-t-Lr-t-L 1 V 0.277 0.151 0.151 0.277 0.245 ^PsS* ""^-"SB.^ . Summary of Moment Values Mactual fb-design Fb-allow 3.70 890.01 1,050.00 2.01 483.71 1,050.00 2.01 483.71 1,050.00 3.70 890.01 1,050.00 3.28 788.44 1,050.00 '-" Defl Location in Span Load Combination 0.3793 6.544 Summary of Shear Values Vactual fv-design Fv-allow 1.02 47.11 170.00 0.55 25.60 170.00 0.55 25.60 170.00 1.02 47.11 170.00 0.90 41.73 170.00 Max. '+• Defl Location in Span 0.0000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc.: Project Notes: Job* Lie. # : KW-060Q6410 Printed: 31 DEC 2009,10:17AM License Owner: SUN STRUCTURAL ENGINEERING INC Description: HD-1 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination DOnly LrOniy Lr-H. Only D + Lr + L Load Combination Overall MAXimum DOnly LrOniy Lr+LOnly D+Lr + L Span 1 1 1 1 Support 1 1.139 Q.619 0.520 0.520 1.139 Max. Downward Defl 0.2062 0.1732 0.1732 0.3793 Support 2 1.139 0.619 0.520 0.520 1.139 Location in Span 6.544 6.544 6.544 6.544 Support notation Max. Upward Defl 0.0000 0.0000 0.0000 0.0000 : Far left is #1 Location in Span 0.000 0.000 0.000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 : KW-06006410 Description: DJ-1 Material Properties Title:Dsgnr: Project Desc.: Project Notes: Job* Printed: 31 DEC 2009,10:19AM License Owner : SUN STRUCTURAL ENGINEERING INC Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Beam Bracing . Beam is Fully Braced against lateral-torsion Fb - Compr Fb - Tension Fc-Prll Fc - Perp Fv Ft buckling 875.0 psi 875.0 psi 600.0 psi 625.0 psi 1 70.0 psi 425.0 psi E : Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend-xx 470.0 ksi Density 32.210pcf Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: 0 = 0.0160, L = 0.040 k/ft, Tributary Width = 1.0ft 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 0.159 1 Maximum Shear Stress Ratio 2x8 166.74 psi 1,050.00psi +D-H.+H 2.483ft Span#1 Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.090 : 1 2x8 15.28 psi 1 70.00 psi +CM.+H 4.396ft Span#1 Max Downward Live Load Deflection = 0.009 in Max Upward Live Load Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.000 in 6534 0.013 in = 0.000 in 4473 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span* Overall MAXimum Envelope Length = 5.0 ft 1 +D Length = 5.0 ft 1 +0-H.+H Length =5.0 ft 1 Length = 5,0 ft 1 +D+0.750Lr+0,750L+H Length = 5.0 ft 1 Max Stress Ratios Summary of Moment Values M V Mactual fb-design Fb-allow 0.159 0.090 0.050 0.028 0.159 0.090 0.050 0.028 0.132 0.075 0.18 166.74 1,050.00 0.06 52.60 1,050.00 0.18 166.74 1,050.00 0.06 52.60 1,050.00 0.15 138.21 1,050.00 Summary of Shear Values Vactual fv-design Fv-allow 0.11 15.28 170.00 0.03 4.82 170.00 0.11 15.28 170.00 0.03 4,32 170.00 0.09 12.57 170.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span D-i-Lr + L 1 Max. "-" Defl Location in Span 0.0134 2.517 Load Combination Max. •+• Defl Location in Span 0.0000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc.: Project Notes: Job* Printed: 31 DEC 2009,10:19*1 Lie. # : KW-06006410 Description: DJ-1 License Owner : SUN STRUCTURAL ENGINEERING INC .oaal Combinations - Unfactored Loads Load Combination Span Max. Downward Defl DOnly 1 LOnly 1 Lr+L Only 1 D+Lr+L 1 Maximum Vertical Reactions • Unfactored Load Combination Support 1 Overall MAXimum 0.146 D Only 0.046 LOnly 0.100 Lr+L Only 0.100 D + Lr + L 0.146 0.0042 0.0092 0.0092 0.0134 Support 2 0.146 0.046 0.100 0.100 0.146 Location in Span 2.517 2.517 2.517 2.517 Support notation : Far teft is #1 Max. Upward Defl 0.0000 0.0000 0.0000 0.0000 Location in Span 0.000 0.000 0.000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 I Lie. # : KW-06006410 Description: HD-2 Check Exist 4X8 Material Properties Title: Dsgnr: Project Desc.: Project Notes: Job* Pnnted: 3' DEC 2009,10:20AM License Owner : SUN STRUCTURAL ENGINEERING INC Calculations per ISC 2006, CBC 2007. 2005 NDS Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Douglas Fir - Larch Wood Grade : No.2 Fb - Compr 875.0 psi Fb - Tension 875.0 psi Fc-Prtl 600.0 psi Fc - Perp 625.0 psi Fv 170.0 psi Ft 425.0 psi Beam Bracing : Beam is Fully Braced against lateral-torsion buckling £: Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend - xx Density 470.0 ksi 32.21 Opcf Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: 0 = 0.080, L = 0.20k/ft, Tributary Width = 1.0 ft 0.442 1 4x8 503.10 psi 1,137.50 psi -HD+L+H 3.020ft Span # 1 0.041 in 0.000 in 1764 0.058 in 0.000 in 1235 Maximum Bending Stress Ratio = Section used for this span fb: Actual FB: Allowable Load CombinationLocation of maximum on span Span # where maximum occurs = Maximum Deflection Max Downward Live Load Deflection : Max Upward Live Load Deflection •• Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection •• Total Deflection Ratio : Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs Design OK 0.238 :1 4x8 40.46 psi 170.00 psi -•O+L+H 5.396ft Span#1 Load Combination Max Stress Ratios Segment Length Span* M V Summary of Moment Values Mactual fb-design Fb-allow Summary of Shear Values Vactual fv-design Fv-allow Overall MAXimum Envelope Length = 6.0 n +0 Length = 6.0 ft Length = 6.0 ft +T>Lr4l Length = 6.0 ft -tO-t0.750Ln0.750L-m Length = 6.0 ft 1 1 1 1 1 Overall Maximum Deflections 0.442 0.133 0.442 0.133 0.365 - Unfactored Loads 0.238 0.071 0.238 0.071 0,196 "r 1.29 0.39 1.29 0.39 1.06 503.10 150.88 503.10 150.88 415.05 1,137.50 1,137.50 1,137.50 1,137.50 1,137.50 0.68 0.21 0.68 0.21 0.56 40.46 12.13 40.46 12.13 33.38 170.00 170.00 170.00 170.00 170.00 Load Combination Span Max."-" Defl Location in Span Load Combination Max."+" Defl Location in Span 0.0583 3.020 0.0000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Dsgnr: Project Desc.: Project Notes: Job* Printed: 31 DEC 2009, 10:20AM Lie. # : KW-Q6006410 " Description: HD-2 Check Exist 4X8 License Owner: SUN STRUCTURAL ENGINEERING INC - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span DOnly LOnly Lr-K. Only Lr 0.0175 3.020 0.0000 0.0408 3.020 0.0000 0.0408 3.020 0.0000 0.0583 3.020 0.0000 'W* ~ Support notation: Far left is #1 0.000 0.000 0.000 0.000 Load Combination Overall MAXimum DOnly LOnly LN.Only D + Lr+L Support 1 —08BT~ 0.257 0.600 0.600 0.857 Support 2 O^B57~ 0.257 0.600 0.600 0.857 X \b ^ Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title: Dsgnr: Project Desc.: Project Notes: Job* Title Block Line 6 ^tjtlE fMSfflplB^^g^-||'^ywP^T^^wf|KfcW^^^^' 'lisls* (. t-i/JlixC* 3 ILic. # : KW-06006410 Description : DB-1 (_ C\-l£C^ l-KlVOf Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : iLevel Truss Joist Wood Grade : Parallam PSL 2.0E -^r -& •*? :rj|. • * License Owner : Printed: 3 1 DEC 2009, 5:46PM ?- i%Jlade«Mg>aiibeisTantefl<ft(ertkd,6c6 » ¥ 'iN|gpi;mCjife-2(»8,Vef;&).i9, N:84432 | SUN STRUCTURAL ENGINEERING INC fG- i'tf " * ir*«s " pAtxAu-^fO Calculations per IBC 2006, CBC 2007, 2005 NDS Fb-Compr 2,900.0 psi Fb- Tension 2,900.0 psi Fc-Prtl 2,900.0 psi Fc - Perp 750.0 psi Fv 290.0 psi Ft 2,025.0 psi E : Modulus of Elasticity Ebend-xx 2,000.0ksi Eminbend-xx 2,000.0 ksi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling I 0(0.319) Lf(l»145) U0.34) Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: 0 = 0.3190, Lr = 0.0450, L = 0.340 k/ft, Tributary Width = 1.0 ft Point Load: 0 = 5.940, Lr = 4.860 k @ 6.0 ft jfc I 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 0.799 1 2.6875X21.0 2,898.07psi 3,625.00psi +CW).750Lr-^.750L+H 6.013ft Span#1 Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs Desicrn OK 0.643 :1 2.6875X21.0 233.10 psi 362.50 psi 4CW).750Lr-*0.750L-HH 0.000ft Span#1 Max Downward Live Load Deflection = Max Upward Live Load Deflection = Live Load Deflection Ratio Max Downward Total Deflection = Max Upward Total Deflection = Total Deflection Ratio Maximum Forces & Stresses for Load Combin Load Combination Segment Length Span# Overall MAXimum Envelope Length = 14.0 ft 1 +0 Length = 14.0 ft 1 •HM.+H Length = 14.0 ft 1 Length = 14.0 ft 1 +CM).750Lr-t0.750L-m Length = 14.0 ft 1 0.195 in 0.000 in 862 0.404 in 0.000 in 416 ations Max Stress Ratios M 0.999 0.593 0.764 0.771 0.799 V 0.804 0.472 0.638 0.599 0.643 Summary of Moment Values Mactual 47.70 28.29 36.46 46.01 47.70 fb-design 2,898.07 1,718.91 2,214.91 2,795.13 2,898.07 Fb-allow 2,900.00 2,900.00 2,900.00 3,625.00 3,625.00 Summary of Shear Values Vactual 8.77 5.15 6.96 8.17 8.77 fv-design 233.10 137.00 184.98 217.16 233.10 Fv-allow 290.00 290.00 290.00 362.50 362.50 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Uc.#: KW-060Q6410 Description: DB-1 Title: Dsgnr: Project Desc.: Project Notes: Job* Printed: 31 DEC 2009, 546PM License Owner : SUN STRUCTURAL ENGINEERING INC Load Combination Span Max. "-"Defl Location in Span Load Combination Max."+" Defl Location in Span D+Lr+L 1 0.4037 6.859 SprobSnafions i|Jnfectored Loads 0.0000 0.000 Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span DOnty LrOnly LOnly Lr+LOnly D + Lr + L 1 0.2089 1 0.1233 1 0.0716 1 0.1948 1 0.4037 6.859 6.765 7.047 6.859 6.859 0.0000 0.0000 0.0000 0.0000 0.0000 0.000 0.000 0.000 0.000 0.000 Support notation: Far left is #1 Load Combination Support 1 Support 2 a645~ 4.867 2.398 2.380 4.778 9.645 Overall MAXimum DOnly LrOnly LOnly Lr+L Only D+Lr + L 11.188 5.716 3.092 2.380 5.472 11.188 4- 12- HP Prescriptive Certificate of Compliance: Residential A Iterations Project Name: Residential • »\TLA<4 j Climate Zone # 0 ~7 CF-1R-ALT (Page 1 of 5) # of Stories "7 General Information Site Address: .- Building Type HCs ingle Famil) Conditioned Floor Area (CFA): t I D Muiii Family ;2^c;~^f | >Enforcement Agency: Circle the Front Orientation: N. E|Qy\V. or c Project Type: E^Altera Replacement or Change Date: eizrees lions D Envelope D Feneslralion D Roof D FIV'AC (Mil D Duct Replacement n \Yaier 1 leater \()T£: This form is not to be used fur .Vcn'/v Constructcil /inildings or Additions Insulation Values I' or Opaque Surfaces I/or f-urring use ihe Mass and furring Strips Assembly Alteration D Opening of framed cavity alone A'leralior.s thai involve slh opening »< ;,',v ;f.,;i>i mandatory minimum insulation valtic per \' 1 5H tor the altered assembly Fill in Coluiit l-Mieplaecment of entire assembly Replacement oj an entire wall, ceiling, or Jloor Package- D insulation values in Table 1?1-C. Fill in Columns A -J. Construction table below) d cavity qt a wall. cei!in>!. or lloui >;;;;.>; Install the is A - C and enter mandoforv insulation value in Column II. isscinb/y reaitires /he installation ol Component Opaque Surface Detail A Taa' IL)1 \',,!c: ror. Furring C( B i'r Assembly Name or Tvpe1 UCC>D>":F?AW& S I- or ihe furred pursionefl ul Mass \\ alls see Furring Stri|)s Construction i a de J)L'!OV\. C posed F'ramiiiL' Material and Si/.e 2-x ^-f1 ! nsrrnctiOH table belos L) K " i: i <; i. 1 i .1 ^ I a n d a rd '• • ' ' ! :es i ' ''i ~ i*" 1 \-. ^ ' ^ ^ < Thickness. = I'ramcd Spacing, j 1 >- I JA4 Table Cavity or Other' 1 factor4 | Number R-value6 i(. * &(. , : >£\ 1 ( |2~ 1^ i 1i 1 Continuous JA4 j Proposed Insulation .Assembly j Assembly R- Value7 Cell Value" ' L'-laclor" i £/£> "i> • — i i 5"~ 1. /''or Tag/ID indicate the identification name that malches the building plans. 2. Indicate the Assembly \'ame or tv/'c: Roof Ceiling. Walls. Floors. Slabs. Crawl Space. Doors ana1 etc. ..Indicate I lie Frame type and Si:c: For Wood, Metal. Metal Buildings. Mass, enter 2x4. 2x6. ereic... see J. 14 for other possible frame type assemblies. 3. r.nter the thickness for mass in inches or Spacing between framing members enter: 16 "or 24 "OC; or Other for all other assembly description such as Concrete Sandwich /'artel. Spandrel Panel. Logs. Straw Bale Panel and etc .... 4. Rased on the Climate /one: enter the Standard U-fitctor from Table 1 51-K. C or D tor each different assembly Xante or type. 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter Ihe R~value. that is being installed in the wall cavity or between the framing: ol/ierwise, enter "0 ". ~. Knter the Continuous Insulation R-value for the proposed assembly: oi!icn\ise. cnlcr "0". S. /-'.liter die mw and column of the L'-factor value based on Column /•' Table .\umber and enter the Assembly L'-factor in Column J 9. The Proposed Assembly U-j actor, Column J, must be equal to or less than the Standard U-j actor in Column K to comph '. FuPrm«4? trips Construction Table for Mass A ^~t~-~~~- B C | D Walls Only ^-^^" E F C H I 1 J | K | L _^—-"M Proposed PropcrtTes^etftJasonry and Concrete Added Interior or Exterior Insulation j ^~*^"^~^~ Walls From ReTeTemy; ! in Furring Space from Reference ^-^\^"^ Joint Appendix Table 4.3.5, 4.3T&T4r3^X Joint Appendix Table 4.3.1J— -"""""" ii Assembly Mass Name or Thickness1 '1'vpe" ! 3 •A ~SL'-JJA4 1 able , 4 -| Number' 1 < >.JSw^iml ' ^~^~ l ! ' " -~ ^-^"^ \ ^^\^~ '< !""""' 'i ••+ J Hnal 2 "H j Assembly S d 1 U-factor'1'7 Comment || t""'-~ Registration \'timber: 2008 Raxi'denu'iil C 'omplinncc F'GI in.s Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential Alterations (Page 2 of 5) Project Name:# of Stories V/».s.s I»K/ Furring Strips Cunstrutfion (footnotes) 1. Indicate the type ofasseinhly to include: Hallow Unit Masonry Walls. Solid I'nil Masonry, Solid Concrete Walls. Etc. Additional assemblies can be found Reference Joint Appendix.!. 14. 2. This if iIK L'-Factor based on the thickness oj the assembly in inches. The R-vaiue of the insulation to he added "a the interior r/r exterior «t the t:s-^/':h'y The Calculated R-l-'alue is the K-\'a!ne of the fwretl out section oj the ussenthh.: -\ o. The l-'iiHtl Asxeinhly is calculated using /•'i/uation -1-2 or Equation l--!oftlic Itcjerence Joint. \ppentlix .IA4. The equation is the inverse oj Column D iid/led in Column I. Column K is the invei vc from column .! //he*'! 'he ca!cu!alcd U-fae/nr value mi to the Ovauue Surface Details in Coh'iitn./ FKNESTRATION PROPOSED ARKAS D Replacing window alone Replacement windows shall meet /lie L'-l'acior and SI ICC \-\ilne requirement.* <>l'Component I'aekage I) in Table /:>/-(". The Total Fenestration and r>'<.st-facing Area requirements are not applicable. 0£ Add ill<> 50ft: or less of win (low area NV-.rY ': retailed win :>,::•. v.v..' ''ice; ' \ : '-Fa^'a:- ana V/GC I'a':^ •• Vi/:•/;•-•.•;:f':i'< a' 'C"":; i '•:.;;,' I'ac^.gel'in Tir^e iil-C. j D .Adding more than 5(lt"t" of \\indo\\ area - \c'.\T\- :i:stailed windo--\ >.-/;,-./'., L? ihe !. -I'act'a- at:dSIKH ' I'alue and the /-'enesiratian I l'"Ci: '>\'iinn'cmen!s of Com/xtneiU i'(;('/^<ga .'' /// 1 able ! 51 ~( . (. 'oinplclc i/:c . i//( r^ a! <• r^ si rain in . \lln\\ aa!. Irea 1'a.hle an ! 'a^e ^ < >! I he ( '/'• - J l\I I .* , Fenestration Type and l-'rame (\Vindo\\. Glass Door or Sk\ ligliti 6sLAS>S -O±xo-\2_ Orientation (North. East South, West) ^ Prop>edArea! tin. \C\* Maximum I. '-factor"' ,S7 Maximum SHGC2':''; , 2S M-'KC or Default Valic5 Nt^-<:~ /. Fenestration area is the area oj total glazed product (i.e. glass plus frame). Exception: When a door is less than 50% glass, the jenesiraiion area may be the glass area plus a "2 inch frame " around the glass. 2. Finer value from Component Package I) Requirements in Table I5I-C. 3. Actual fenestration products installed and as indicated in Ch'-6R-E\'V Form shall he equivalent to or have a lower L'-jactor anil or a lower SIICC value than that specified on the CF-IR ALT Form. 4. Submit a completed WS-3R Form if a reduced SI ICC is calculated with exterior shading. 5. If applicable at this stage enter "NFRC" for NFRC Certified windows or are CEC "Default" values found in 'Table 1 16-A or B. AL.TEREI) FENESTRATIO.N ALLOWED AREAS (Complete if more than 5/tfr offenestnition is utUk-tl) B C D E CFA. Dwelling Allowed % of --CEA Kxisting Fenestration Area Fenestration Area Removed Fenestrajifl Cdded Allowed (A x B) Proposed Area" (E-D) T- C Total Fenestration Area (fr) West Fenestration Area1 (Required In CZ's2,4&7-15) .05, /. West Fenestration Area incliidgsjveSf-sloping skylights and any skvlights with a pitch less than I:12J~~~*—.^, 2. \\'est facing glazing aiya-femovcd cannot be "counted" mice. " In order to distribute the west glazing area renTov&Ljo the oilier orientations, input the wejlgtffzmg area removed in the Total Fenesrration Area row. column D. -—-^_^^ 3. IncLudflne Proposed Area of the \\ est facing fenestration in both Area columns below. """* ^_ meet compliance, the Proposed Area must be les.s than or equal to the Total Allowed Area tor BOTH the Total and West Fenestration .-lr<!a?h-~. Registration lumber: J'W.V Resitlential Compliance t-'unns Registration Date Time HERS Provider: Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential A Iterations (Page 3 of 5) Project Name:'Climate /one #- i>f_Stories ROOFING PRODUCTS (COOL ROOFS) g/il(f>l2 When the area oj exterior roof surface to be replaced exceeds mure than 50% oj the existing roof urea, or more than 1,11110 jr, whichever is less, the new roofing area must meet the roofing product "Cool Roof requirements <>f§lS2(h)lHi, I52(h)lHii, or 152(h)l!liii. S D Cool Roofs Nrjt.Required in Climate /ones 1-12, 14,and 16 wilh a Low Sloped. Less or 2:12 pitch. DCool Roofs Not Required in Climate /ones 1 through 0 and 16 with a Steep-Sloped Roofs (pitch greater than 2:12) ancLf^oduel unit \\eight les than 5lb It". Alternatives to §152(b)l Hi and §l52(h)IIii, Steep-slope rouf (pitch > 2:12) D Insulation with a thermal resistance of at least 0.85 hrfr-"l;/B(u or at least a 3/4 inch air-space is added to the reyf deck o\ er an attic: or D r.xisting duci^ in the attic are insulated and sealed according to ^15 1< filO: or / D In climate zones 10. 12 and 13. with 1 ft" of free \entilaiion area of attic \entikitiun forever) 150 ft cjt'Sttic fioor.ii'ca. and uhercal leasi 30 percent of ihc free \cntifiiion area is \viihin 2 Icel vertical dislance of I he roof ridge; or C l'>ui!di.i'_ has at least R-30 ceiling iiiMi'ati'ri: !•;• C Build;:!.: has radiant barrier in :he aiiie niccti:::.' the requirement-* of 5 151(02: or D Building has no duels in the attic; or D hi climate zones 10, II, 13 and 14, R-3 or greater roof deck insulation above \ Exception to §152(b)lHiii, Low-slope roof (pitch <2:I2) D Buildina has no ducts in the attic. Other Exceptions D Roofing area covered by building integrated; photovoltaic panels and splar thermal panels are exempt from the below Cool Roof criteria. D Roof constructions that have thermal mass over the roof membrane yith at least 25 Ib/l't2 is exempt from the below Cool Roof criteria. CRRC Product ID Number' / / Roof Slope / < 2:12 >2/2 D / /° D n /D n n n n Product Weight < 51b/lr > 5?b/ft2 n n n n n n n n D n Product Typci Aged Solar Reflectance"'' n4 n4 n4 n' n4 Thermal P.miuance SRI' Iff he Aged Reflectance /<•• npt available in the Cool Roof Rating Council's Rated I'roduct L)';i-eei<»-\- then tt.\e the Initial Reflectance value from the same directory and use the equation H> 2 • 0. ~'/>.<x> (?/<,•/ '>.2} to ohruin a calculated aged value \\'here p is the Initial .Solar Reflectance -/. Check box if the Age/dReflectance is a calculated value using the equation above. Calculate the SRJn-alue by using the SRI- Workshee.1 at hft/*:_-"'\\m\\'\\'. energy. ca.go\"'lille24-' and enter the resulting value in the SRI Column above and attach acopv of the SRI- IVorb&eer to the C/-'- IR. I o apply Liquid Field Applied Coatings, the coating must bo applied across the entire roof surface and meet the dr\ mil thickness or co\ recommended by the coatings manufacturer and meet minimum performance requirements listed in § 118(ij4. Select me applicable coating "AUiminuni-Pigmented Asphalt Roof'Coating Cement-Based Roof Cominn Other Prescriptive Certificate of Compliance: Residential CF-1R-ALT Residential A Iterations (Pa«e4 of 5) Project N:i me:Climate /.one #-; rtj" Stories HYAC SYSTEMS - HEATING Heating Equipment Tvpe and Capacity'"'' Minimum Efficiency (AFLLorllSPL) Distribtition Type and location" ~T>^<r- -r-^ Duct or Piping Insulation . RA'aiue Thermostat T\ !X- Configuration (Central. Split. Space. Package or Hydronict A , 2. ^-ern^ck i d^4rpvVv _L J. Indicate /Jeatirig Type {Central Furnace, Wail 1'iirnuce. I leal pump. Boiler. Electric Resistance, eicj _ 0 K'.l' or '.(*()/! Bin iir eiei 3. Refer to the HERS Verijicati 4. lihlicate Type or Location if jit sect/on on I'age -t )//i'/.y. I n'dronic in /•'/ '.. . . .',... , . . , . "<....,., o/'rlie CI-'-lR-.-lLT l''onnjoi' additional rci/uirciiiails and check applicable Itoxes. 001; Radiators, etc.) HYAC SYSTEMS - COOLI.VG | Cooling Eqtiipmenl 1 vpe :md Capaeitv'" Minimum L l i ic;eiiL\ (SF.LK/ELK or COP'i 'f" } 'f "o vx--- \r\ O£i ^t'O '/ £ • \ )isti'ibntion "1 v.v and Location' Duo; or Piping Insulation Thermostat 'i \ pe I Conllgi^K'.lion (Central. Sp.it. Space. Package or i Ivdroniel '.juxj.cT" ; 4,'Z_ s-^7v>i-/-c: /-^-^:JT72A-~ /. indicate Coo/ing Type (A/C, Heat pump, Evap. Cooling, etc) 2. Refer to the HERS Verification section on Page 4 of the CF-1R-ALT 1'orm for additional requirements and check applicable boxes. 3. Indicate Type or Location (Ducts, Hydronic in Floor, Radiators, etc.) WATER HEATING Water I leater Type/Fuel Type' Distribution Type (Standard. Recirculatinar Number In Svstem Tank Capacity (gal) Energy Lactor or Thermal F.ffictencv External 'Lank Insulation R-Value-' /. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2. Recirciilatiug systems serving multiple dwelling units shall meet Hie i\-eirciilal/oi: requirement* ul ;,' .'yn'iii nui aUo\:- the installation of a recirculaiing water heating system for single dwelling nails. 3. The external water healing tank and pipes shall be insulated to meet the requirements of§I5()(j). SPECIAL FEATURES The enforcement agencv should pay special attention to the Special Features specified in this checklist helo\\ These items may require written justification and documentation and special verification. NEW ROOF ASSEMBLY - Radiant Barrier The radiant barrier requirement ol §151(1)2 does not;,ipply to roof alterations. Slab Edge (Perimeter) Insulation D YES YES: In Climate Zone 16 in Component Packages D, R-7 insulation is required. Heated Slab Insulation D YES "B4T YES: Slab edge insulation required fey ay heated slabs in all Climate Zones. See details in Table 118-A of the standards. Raised Slab Insulation D YES 1J9-JVO YES: In Climate Zones 1. 2. 11, 13, 14 & 16. R-8 insulation is required; in Climate Zones 12 & 15, R-4 is required under component Package D. Thermal Mass To obtain Compliance Credit for the installation of thermal mass, use the Performance Approach. Date Time I/KRS rrovidci Prescriptive Certificate of Residential A Iterations Project Name: Compliance: '-•> -R- Residential i i D Climate /.one #.-7 CF-1R-AL1 ( Page 5 of 5) - of Stories HERS VERIFICATION SUMMARY The enlorcemeni agency *!mnl<lt\iy special emeu/inn n> the HERS Measures speeiliei! in tlii.t checklist 'V/Vnr. A completed and signed CI--4R Form for all '.he manures spec Hied .••/in/! ;v submitted to she bui/diug incited or before ,';'.• ,v; inspection. Duct Scaling, & Testing units i D YES D YES "Tp^NO YES: In Climate Zones 2 and l)-16, if more than 40 linear I'eet of new or replacement ducts arc installed in unconditioned space, (he ducts arc to be sealed per j$152(b)l Dii and the newly installed duels are In he insulaled per Jj I 5 Iff) 10. / D KXCF.I'TION: Existing duct systems that lire extended. which are constructed, insulated nr sealed nitli asbeslnv Tp NO YES: In Climate Zones 2 and 9-16. if the existing space-conditioning system (HYAC equipment and ducting) is rep';uced. (hi. V' ducts are to be sealed per s i 52ihil l)i. NO YES: In Climate Zones 2 and l>-\b. iflhe existing HYAC equipment is replaced (including the replacement of the air handier outdoor condensing unit ol a split system, cooling or healing coil, or the furnace heal exchanger) the duets are to he scaled per §152(b) IE. CH KXCFJ* '1 ION: Duct systems (!KI! are documented lo have been previous!1, scaled confirmed through IIKUS \ cnfic:ition in accordance \\ith procedures in the Reference Residential Appendix RA.v D KXCFJ'TION: Duct systems \\iih less than 4il linear I'eet in unconditioned space. D KXCKI'TIO.N: Kxisting duct s>sieiiis conslructed. insulaled or sealed \\ith asbestos. __ ____ RetVi»ei';lUt/Ch:irgL' - Spill System l-ll-'.RS veriiicanon i.\ rcifi/ired /or tliia mci/xurc. D YES ^p-NO YES: In Climate Zones 2 and S-l 5. wben the existing 11\'.\C equipment is replaced (including the replacement of ihc air handier, outdoor condensing unit of'a split s\stem A'C or heat pump, cooling or heating coil, or the furnace heat _ exchanger) a refrigerant charge measuromeni shall be verified per §15:1 bill-. Central Fan Integrated (CFI) Ventilation System and Fan Watt Draw The ventilation requirements of §150(o) do not apply lo existing residential homes. Ducted SplitSystems - Air Conditioners and Heat Pumps: Airflow HERS verification /.v required for this measure. D YES 'KLNO YES: In Climate Zones 10 through 15. when the existing space-conditioning system (HVAC equipment and ducting) is replaced, the airflow and tan watt draw shall be verified pe-r §1 52(MlCi to meet the requirements of >J 1 5 1(0"I?. Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name:. - \ Signature: Date:/ 7'/WIf Applicable I Company : (Ol Z£>« Address: LA'S If Applicable D CRA or D CEPli (Certification =): Citv.State.7.ip: ±L Phone: Responsible Building Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • 1 certify that the energy features and performance specifications for the building deslkn identified on this Certificate of Compliance conform to the requirements of Title 24. Parts 1 and 6 of the California C'ode of Regulations. , • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, pl|ns and specifications submitted to the enforcement agency for approval with this building permit application. Name: i j — ; : 1 j — . 'Signature: \ f\l / / Company : (' ' i^^-"' Address: City/State/Zip: Date: / / License: Phong: I p .-4* , . .. , / i S *~~^.L-. t O p h'or assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-33^0. Client*: 10454 3STEIDOU ACORD, CERTIFICATE OF LIABI PRODUCER Willis Ins Services of CA, Inc 250 Executive Sq. Suite - 250 -a Jolla, CA 92037 858 678-2000 INSURED Steigerwald-Dougherty, Inc. P.O. Box 884 Solana Beach, CA 92075 LITY INSURANCE DATE (MM/DD/YYYY) 09/02/09 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Navigators Specialty Insurance Compa INSURER B: Everest National INSURER c: Everest National INSURER D: INSURER E: NAIC # 36056 10120 10120 COVERAGES MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR A B C <U3D'LNSR:TYPE OF INSURANCE GENERAL LIABILITY x_ X COMMERCIAL GENERAL LIABILITY | CLAIMS MADE | X| OCCUR BI/PD Ded: $5,000 GEN'L AGGREGATE LIMIT APPLIES PER:~~i POLICY rij^f r~Uoc AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS/UMBRELLA LIABILITY Xl OCCUR I ) CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? If yes, describe underSPECIAL PROVISIONS below OTHER POLICY NUMBER SF06CGL00445903 71R2000055091 7600003286091 POLICY EFFECTIVEDATE IMM/DD/YY) 09/01/09 • 09/01/09 09/01/09 POLICY EXPIRATIONDATE (MM/DD/YY) 09/01/10 09/01/10 09/01/10 LIMITS EACH OCCURRENCE DAMAGE TO RENTEDPREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT(Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE(Per accident) AUTO ONLY - EA ACCIDENT OTHFR THAN EA ACC AUTO ONLY: AQG EACH OCCURRENCE AGGREGATE X I WCSTATU- I OTH-I TORY LIMITS I ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $1,000,000 $50,000 $5,000 $1,000,000 $2,000,000 $1,000,000 $ $ $ $ $ $ $ $2,000,000 $2,000,000 $ « $ $1,000,000 $1,000,000 $1,000,000 Re: Construction operations of the named insured. *10 DAY NOTICE OF CANCELLATION IN THE EVENT OF NON-PAYMENT OF PREMIUM* CERTIFICATE HOLDER CANCELLATION Proof of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3(1* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ETS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) 1 of 2 #S626976/M626952 3DWAL © ACORD CORPORATION 1988 f5^Vs > 3^ ^ 7]•^ cT^ ?>-K ^ "^ ri1 " ^ <k \^ ^>? 1^ ^ f^ Dr^h ^r^,^ V^f.:s5^tr (J £ 5$c2 QX 'O o 15 5 m O03 , M M 01 m OO i M| ^AJ *^m 2D >