The URL can be used to link to this page

Home My WebLink About2519 PALOMAR AIRPORT RD; 101; CB140176; Permit03-03-2014 City of Carisbad 1635 Faraday Av Carisbad, CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CB140176 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2519 PALOMAR AIRPORT RD CBADSt: 101 Tl Sub Type: COMM Status: ISSUED 2130201800 Lot#: 0 Applied: 01/23/2014 $4,493.00 Construction Type: NEW Entered By: LSM Reference # Plan Approved: 03/03/2014 Issued: 03/03/2014 Inspect Area Plan Check #: CYO PIZZA= BUILD 469 SF PATIO STRUCTURE ( WOOD W/ CANVAS AWNING) OVER 710 SF OUTDOOR PATIO AREA INCLUDING PATIO RAILING, REMOVABLE PLANTERS & MILLWORK Applicant: JOSH AYER Owner: COUNTY OF SAN DIEGO 2926 UPAS ST SAN DIEGO CA 619-829-8846 92104 PUBLIC AGENCY OOOOO Building Permit Add'l Building Permit Fee Plan ctieck Add'l Building Permit Fee Plan ctieck Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Ottier Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Red. Water Con. Fee Green Bldg Stands (SBl473) Fee Fire Expedidted Plan Review $77.87 $0.00 $54.51 $0.00 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 I SIOiPERMIT Meter Size Add'l Red. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) Licen^^rt Traffictoj^JdTFd Traffic Impact Fee (4305541) VJWtRED IN ACCORDANCE WITH C.B.C$0.00 [.limfMENDED BYJC.MX;.18.04.030 $0.00 $0.00 '$0.00 Redev Parking Fee ^ $0.00 Additional Fees $0.00 HMP Fee ?? Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $134.38 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 -if . Total Fees: $134.38 Total Payments To Date: $134.38 Baiance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please tal<e NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refered 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 aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenivise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMmSSUANCE: OPUNNING nENGINEERING nBUILDING DFIRE •HEALTH •HAZMATJAPCD CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. Cfe f q Q \") ^ Est. Value *4 (-t^ g> Plan Ck. Deposit SH-.S] Date H5L3>)»«^ SWPPP JOBADDRESS 2519 Palomar Airport Rd SUITEf/SPACE«/UNIT* M101 213 020 18 00 CT/PR0JECT# # OF UNrrs # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CYO PIZZA CONSTR. TYPE VB occ. GROUP A-2 DESCRIPTION OF WORK: /ncfude Square Faet o/AffoeteO Ana(s) J04-SQFT PATIO ADDITION TO EXISTING RESTAURANT INCLUDING PATIO RAILING, REMOVABLE PLANTERS, MILLWORK AND AWNING STRUCTURE. EXISTING USE PROPOSED GARAGE (SF) PATIOS (SF) 701 DECKS (SF) FIREPLACE YESr> NOTTI AIR CONDITIONING YES •NO [7] FIRESPRINKLERS YESQNO|7] APPLICANTNAME (Primary Contact) JOSH AYER APPUCANTNAME (Sacondary Contact) MELISSA YOUNG ADDRESS 2926UPASIST ADDRESS 2926 UPAS ST CITY SAN DIEGO STATE CA ZIP 92104 CITY SAN DIEGO STATE CA ZIP 92104 PHONE 619-829-8846 FAX PHONE 760-519-4446 FAX EMAIL J0SH@STUDI0MYID.COM EMAIL MELISSA@STUDI0MYID.COM PROPERTY OWNER NAME GRANT GOHESMAN CONTRACTQ ADDRESS 2519 PALOMAR AIRPORT RD SUITE 5-101 ADDRESS 'S9,o ^rCLsj ST 4^ V CITY CARLSBAD STATE CA ZIP 92869 CITV STATE ZIP PHONE 619-454-9182 FAX PHONE FAX EMAIL GRANTG@DINECRG.COM EMAIL ARCH/DESIGNER NAME & ADDRESS STUDIOMYID CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any Oty or Coun^ which requires a permit to constaict. alter, improve, demolish or repair any structure, prior to its issuance, aiso requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civii penalty of not more than five hundred doiiars ($500)). WOll KE R S ' COMPENSAT I O N Workers'Compensation Dedaration: /hereby affimi under penally of pei/ury one of Ifie fbllowing (M 11 have and will maintain a certificats of consent to self-insure Ibr worlters' compensation as provided by Section 3700 of the Labor Code, for the peribmiance of the worit Ibr which this pennit is issued, fhave and will maintain workers' compensation, as required by Section 3700 of the Labor Code, fbr the perionnance of the woric fbr which this pemiit is issued. My woriteis' compensation insurance carrier and policy number are: Insurance Co. Polfcy No. Expiration Date Thissection need not be completed if the perniit is Ibr one hundred dollars ($100) or less. (vyCettHlcate of Exemption: I certify that In the peribmiance of the worit for which tl eaMomia. WARNING: Failure to secure workers' compensation coverage Isji addition to the cost of compensation, ( JS^ CONTRACTOR SIGNATURE p W N E R - BUILDER DECLARAriCW I shall not employ any person In any manner so as to become sutiject to the Woriters' C^pensation Laws of subject an empioyer to criminal penalties and dvil fines up to one hundred thousand doHars (&100,000), in , interest and attomey's fees. •AGENT ; Itemby affimt ttiat I am exempf from Contrsdor's Ucense Law fer l/ie foBawing reason; I I I, as owner of the pioperty or my employees with wages as their sde compensation, will do the wortt and the stnicture is not intended or offered fbr sale (Sec. 7044, Business and Pn)fessions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such worit himself or Ihrough his own employees, provided that such Improvements are not Intended or offered fbr sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). I I I, as owner of the property, am exdusively contracting with licensed contractors to constnict the project (Sec. 7044, Business and Prolessions Code: The Contractor's License Law does not apply to an owner of properiy who builds or Improves thereon, and contracts fbr such prpjects with contiactDr(s) licensed pursuant to the Ckxitractor's Ucense Law). I I I am exempt under Section Business and Prolessions Code fbr this reason: 1.1 personaHy plan to provide the major labor and materials fbr construction ofthe proposed property improvement. l~lYes I ho 2.1 (have / have not) signed an application fbr a building pemiit fbr the proposed work. 3.1 have contraded with the fdlowing person (flmi) to provide the proposed constnictnn (indude name address / phone / contractors' license number): 4.1 plan to provide portkins of the worit, but I have hired the fbllowing person to coordinate, supervise and provide the major worit (indude name / address / phone / contractors' lfcense number): 5.1 will provide some of the worit, but I have contracted (hired) the fdkiwing persons to provkle the work indicated (Indude name / address / phone / type of worit): ^PROPERTY OWNER SIGNATURE •AGENT DATE ^^I^MM'PLeTE THiS SECTION FOR N O N - R E S I D E N T IA L B U I t O I N G PERMITS ONLY Is the applicant or future bulkiing occupant required to submit a business plan, acutely hazanlous materials registratkm form or risk maiagement and prevention program under Sectkins 25S05,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future buikling occupant required to obtain a perniit from the air pdiutkin conird district or air quality management district? Yes No Is the fadlity to be constnjcted within 1,000 feet of the outer boundary of a schod site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY HAY 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. C ON S T R U C T I O N L E N 0 I N G A G E N C Y I hereby affirm that there Is a construction lending agency fbr the perfomiance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name Lender's Address li,* PL i C A«« T CERTIFICATION Icartt^thatlhaw read the appiicatkin ard slatB tliat tlie abowinfomiatkin is conectand ttat the In^ I hereby authorize representative of «ie City of Carisbad to enter upon the above mentioned property Ibr inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA pennit is required Ibr excavatkms over 50' deep and demottkxi or oonstnidkm of structures over 3 stories In height. EXPIRATION: Every pemiit issued tiy the Bullding Oflidaliinder the provisions of this Code shall expire by limitation and beoome null and void if the building or wxk aulhorized by such permit Is not commenced within 180 days fiom the date of such peimit w If Ihe buidina<jr work authorized by sud^^ APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the foilowing ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email builclinq(S)carlsbadca.aov or Mail the compleled fbim to City of Cattstiad, Buikling Division 1635 Faiaday Avenue, Caristiad, Calilbmia 92008. C0#:(0fnM Use Only) CONTACT NAME OCCUPANT NAIWE ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DEUVERY OPnONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAILTO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) IMAIL/FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION JS'APPUCANT'S SIGNATURE DATE Inspection List Permit*: CB140176 Type: Tl Date Inspection Item COMM Inspector Act 06/23/2014 19 Final Structural PD NS 06/23/2014 19 Final Structural PD NS 06/23/2014 19 Final Structural PD NS 03/26/2014 89 Final Combo PD CA 03/05/2014 11 Ftg/Foundation/Piers PD AP 03/05/2014 23 Gas/Test/Repairs PD AP 03/05/2014 31 Underground/Conduit-Wirin PD AP CYO PIZZA= BUILD 469 SF PATIO STRUCTURE ( WOOD W/ CANVAS AWNIN Comments Not signed off by fire, not signed off by fire not signed off by fire Thursday, June 04, 2015 Page 1 of 1 EsGil Corporation In (PartnersHip witH Qovemment for BuiCding Safety DATE: FEB. 14, 2014 • APPLICANT • JURIS. JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLAN CHECK NO.: 14-0176 SET: II PROJECT ADDRESS: 2519 PALOMAR AIRPORT ROAD PROJECT NAME: CYO PIZZA PATIO/AWNING EXPANSION XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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: MELISSA YOUNG C/O STUDIO MYID 2926 UPAS STREET, SAN DIEGO, CA 92104 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: MELLISA Telephone #: 760-519-4446 Date contacted: (by: ) Email: mollisa@studiomvid7€Qm Fax #: Mail Telephone Fax In Person • REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA • EJ • MB • PC 2/10 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: JAN. 31, 2014 • APPLICANT cf JLfRia. JURISDICTION: CARLSBAD • PLAN REVIEWER • FiLE PLAN CHECK NO.: 14-0176 SET: I PROJECT ADDRESS: 2519 PALOMAR AIRPORT ROAD PROJECT NAME: CYO PIZZA PATIO/AWNING EXPANSION I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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. XI The applicant's copy of the check list has been sent to: MELISSA YOUNG C/O STUDIO MYID 2926 UPAS STREET, SAN DIEGO, CA 92104 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: MELLISA . Telephone #: 760-519-4446 Date contacted: j^i (by: j^^VEmail: mellisa@studiomvid.com Fax #: ^Mail i/relephone Fax '\t\ Person • REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA • EJ • MB • PC 1/23 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 14-0176 JAN. 31, 2014 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO. 14-0176 PROJECT ADDRESS: 2519 PALOMAR AIRPORT ROAD CONSTRUCTION = V-B; AREA ADD = 701; USE STORY = ONE; HEIGHT = 15'; EXISTING AREA ALLOWABLE AREA = 6,000; = A2 - RESTAURANT; = 2,123; SPRINKLERS = NO; DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/23 DATE REVIEW COMPLETED: JAN. 31, 2014 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways; 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. CARLSBAD 14-0176 JAN. 31, 2014 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? • Yes • No • GENERAL 4. All non-structural sheets of plans are required to be signed by the project drafter. 5. A reminder that all sheets of the revised structural plans and the first sheet of any revised calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 6. Include the following code information for the proposed work on Title Sheet: • Occupancy Classification: A-2 (Restaurant) - Ok as noted • Tvoe of Construction: V-B - Ok as noted • Sprinklers: Yes - Ok as noted • Stories: One - Ok as noted • Height: 15' - Add to plans • FioorArea: Existing = 2,123; Patio cover = 701 - Ok as noted • Occupant Load: 140 - Ok as noted • Justify the actual versus allowable areas per Table 503 (as applicable); I.e., 2,123 + 710 < 6,000 - Add to plans 7. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2013 California Building Code, which adopts the 2012 IBC, 2012 UMC, 2012 UPC and the 2011 NEC. Rewse the note on title sheet under codes. 8. Include the following information on the site plans to be provided. Section 107.2: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) Existing and proposed buildings and structures. c) Property lines/easements. d) Streets/alleys. 9. Please provide the awning material specifications showing it meets the minimum Class C roofing material flammable rating as required. Table 1505.1. 10. Specify the pitch of the new awning on plans. 11. Please see attached for the disabled access correction items based on the 2013 edition of California Building Code, Title 24. [Per Section 1.9.1, all the privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities]. CARLSBAD 14-0176 JAN. 31, 2014 • STRUCTURAL 12. The plans shall indicate that special inspection will be provided for the following work. (Section 107.2) a) Pier foundation. Special inspection should be provided for pier foundations in accordance with Section 1705.8. 13. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. 14. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". These forms are available at the building department. • MISCELLANEOUS 15. 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 ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD 14-0176 JAN. 31, 2014 . SINGLE ACCOIVIMODATION FACILmES • Please revise detail 7/1-3.4. top left corner, to show 60" distance between tfie sink & the opposite wall. 1. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 11 B-603.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11 B-304.3.2. c) Doors are not permitted to encroach into this space by more than 12 inches. Show that the water closet is located in a space which provides: a) b) A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11 B-604.3.1. See the following figures. i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been changed to a 60" clearance as shown in the figure. 60" m. CENTERLINE OF FIXTURE CARLSBAD 14-0176 JAN. 31, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 14-0176 PREPARED BY: ALI SADRE, S.E. DATE: JAN. 31, 2014 BUILDING ADDRESS: 2519 PALOMAR AIRPORT ROAD BUILDING OCCUPANCY: A-2 TYPE OF CONSTRUCTION: V-B/SPR BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) PATIO COVER 701 Air Conditioning Fire Sprinklers TOTAL VALUE 4,493 Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: El D Repetitive Fee j Repeats Complete Review • Other ^ Hourly EsGil Fee • Structural Only Hr. @ $77.87 $50.62 $43.61 Comments: Sheet 1 of 1 macvalue.doc + .A PLAN CHECK .A PLAN CHECK Community & Economic % 'A ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE:02/14/14 PROJECT NAIVIE: CYO PIZZA PROJECT ID: CB14-176 PLAN CHECK NO: 1 SET#: ADDRESS: 2519 PALOMAR AIRPORT RD APN: 213-020-18 VALUATION: $4,493 PIZZA PATIO ^ / This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 02/14/14 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. Plan Check Comments have been sent to: JOSH@STUDIOIVIYID.COIVI 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 160-602-2750 FIRE PREVENTION 760-602-4665 Chrls.Sexton@carlsbadca.gov / Kathleen Lawrence ^ 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Gregorv.Rvan@carlsbadca.gov Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cvnthia.Wong@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: ^ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CBI4-176 Date: 02/14/14 Project Address: 2519 PALOMAR AIRPORT RD APN: 213-020-18 CYO PIZZA PATIO Project Description: Valuation: $4,493 ENGINEERING Contact: Kathleen Lawrenco Phone: 760-602-2741 Email: Kathleen.lawrenGe@carlsbadca.gov Fax: 760-602-1052 RESIDENTIAL INTERIOR / TENANT IMPROVEMENT RESIDENTIAL ADDITION <$20,000> PLAZA CAMINO REAL CARLSBAD PREMIER OUTLETS COMPLETE OFFICE BUILDING OTHER: -CELL EQUIPMENT OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE DATE:02/14/14 REMARKS: -- NO ADDTL ENG FEES-NO ADDTL ENG FEES FEES PAID ON CB131984 Notification of Engineering APPROVAL has been sent to J0SH@STUDI0MYID.COM via EMAIL on 02/14/14 E-36 Page 1 of 1 REV 4/30/11 CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov am applying to the City of Carlsbad for the following type(s) of construction permit: ^ Building Permit • Right-of-Way Permit p^My project is categorically EXEMPT from the requirement to prepare a storm water poilution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alann 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 AsMs^ent Criteria Q t*^ject qualifies as NO THREAT and is exempt from the requirement to prepare a stomi water pollution prevention plan (SWPPP) because L-^t meets the "no threaf assessment criteria on the Cit/s Project Threat Assessment Woricsheet for Detemiination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria descritied bekw. Tierl • Low Threat Assessment Criteria • My project does not meet any of the Significant or Moderate Threat criteria, Is not an exempt pemnit type (See list above) and the pniject meets one or more of the following criteria: • Results in some soil disturt)ance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). T/er2 - Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Criteria described below and meets one <x more of the following criteria: • Project requires a grading plan pursuant to the Carisbad Grading Ordinance (Chapter 15.16 of the Carisbad Municipal Code); or, • Prefect will result in 2,500 square feet or more of soils disturbance including any associated constructton staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more ofthe addittonal foliowing criteria: • Located within 200 feet of an environmentally sensitive area or the Pacifk; Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal 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 • Constructton will be initiated during the rainy season or will extend into the rainy season (OcL 1 through April 30). Tier 3 - Significant Threat Assessment Criteria • My project includes clearing, grading or other disturbances to the ground resulting in soil disturt>ance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or • My project is part of a phased devetopment plan that will cumulatively result in soil dlstuit)ance totaling one or mors acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, • My project is located inskle or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of stomi water runoff or non-stomi water dischaFge(s). / certify to tho best of my knowledge that the above checked statements are true and conect I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the pennit t/pa(s) check abora comply with the storm water best management practices pursuant to Title 15 ofthe Carlsbad Municipal Code and to CItif Standards. •The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where It can bs shown that a lesser or higher Construction SWPPP Tier Level is warranted. Prpject Address: Assessor Parcel No. Owner/Owner's Authorized Agent Name: Title: Owner/0|«hei's Autporized Agent Signature: Date: B-24 Page 1 of 1 Rev.03/09 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov DATE: January 27, 2014 PROJECT NAIVIE: CYO Pizza cover PROJECT ID: SDP 09-05 PLAN CHECK NO: CB 14-176 SET#: 1 ADDRESS: 2519 Palomar Airport Rd APN: 213-020-18 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Van Lynch A Final Inspection by the Planning Division is required • Yos |^ 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 of a bullding permit Resubmitted plans should include corrections from all divisions. This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: 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 1 Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Glna.Rulz@carlsbadca.gov 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov 1 Van Lynch 760-602-4613 Van.Lynch@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Project is consistent with the intent of the dining patio and follows the design of the center. ^ CITY OF CARLSBAI PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 02/19/14 PROJECT NAIVIE: cyo pizza enclosed patio PLAN CHECK NO: cbl40176 SET#: II ADDRESS: 2519 par PROJECT ID: A^ 4. 4. ^ This plan check review is complete and has been APPROVED by t^fire Division. By: cwong A Final Inspection by the Division is required ^ Yes • No This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: io.sh@studiomvid.com (hard copy sent via USPS) 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 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 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carisbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Q Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 Cvnthia.Wong@carisbadca.gov • • Dominic Fieri 760-602-4664 Domlnic.Fieri@carlsbadca.gov Remarks: **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. Page 1 of2 THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. ***Bubble Ail Changes*** 1. Description of project is "unenclosed". Piease clarify solid line that extends from SDGE room south then turns west ending in a curvature. 2. Provide manufacturer's cut sheet for Sunbrella material. 3. Occupant load should be 47 persons - exterior Page 2 of 2 Carlsbad Fire Department Plan Review Requiremenis Category: TI, COMM Date of Report: 02-19-2014 Name: Address: JOSH AYER 2926 UPAS ST SANDIEGO CA 92104 Reviewed by : OAJJ Permit #: CBI40176 Job Name: CYO PIZZA= BUILD 469 SF PATIO Job Address: 2519 PALOMAR AIRPORT RD CBAD St: 101 rMr'<a.i\/TPT FTI? TI.^ U^,^ y^., Koyp ^j,]^,-^.^j||p^ P^,. rp^,\f.^^, jg incomplete. At this time, this office camiot adequately conduct a review to determine complianc't]^ \v||li l'LigBp|iihQflJal||y^diMa.n^ Piragp review carefully all ^^•^-^^^"^'^ ^^^-^^[-[p^ ni i| t f ti... p^^^.^^ iml m I'n i idi iiiliiiiiiin, illi changes "clouded" to this illll I Jill iii I'll' Illll approval. Conditions: Cond: CON0006982 [NOT MET] ***Bubble All Changes*** 1. Description of project is "unenclosed". Please clarify solid line that extends from SDGE room south then turns west ending in a curvature. 2. Provide manufacturer's cut sheet for Sunbrella material. 3. Occupant load should be 47 persons - exterior Entry: 02/05/2014 By: cwong Action: CO Cond: CON0007015 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. C-/ PROJECT NUMBER CARLSBAO FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST , -^Q^rtrou^Mt?^ am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessed at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. I understand that my plans shall not be released until all fees are paid. ^the applicant, am solely responsible for all fees due should the project be withdrawn or otherwise not completed. And by signing below I acknowledge that my plans shall be forwarded by the City of Carlsbad to an independent contractor/consultant. Your Name % I, Oi^ acknowledge that the 'first review' time for all expedited Fire plan reviews will be ten- (10) business days from date of submittal. These additional day account for acceptance and delivery of your plans and then the parcel return to our office if recommended for approval. Your Name I, the applicant, acknowledges that corrected or revised plans shall be sent directly to the plan checker, at the address specified on the Correction List, at my cost, parcel post or other means. . acknowledge that a turn-around time for re-submittals is five- (5) business days from the date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a "Recommendation for Approval" based solely on the adopted Codes and Standards. This is not an approval. Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additional review is subject to an additional review period of seven- (7) 'Government Business' days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for review by CFD staff shall be checked on a 'first come, first served' basis and could take 10 days or more for 'First' review. Applicant Signature ( U<y^\y\ ^L/^^ ' Date i^Z2'iM Copy to Building and Fire Prevention file // Revised 10/15/2012 .A ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: DATE: 02/05/14 PROJECT NAIVIE: cyo pizza unenclosed patio PLAN CHECK NO: cbl40176 SET#: 1 ADDRESS: 2519 par APN: Q This plan check review is complete and has been APPROVED by the fire Division. By: cwong 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. Pian Check Comments have been sent to: iosh(a),studiomvid.com (hard copy sent via USPS) You may a/so have corrections from one or more of the 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: 1 • 1 : » r-: 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.^ov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 CYnthla.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Domlnlc.Fierl@carlsbadca.gov Remarks: ***Bubble All Changes*** 1. Description of project is "unenclosed". Please clarify solid line that extends from SDGE room south then turns west ending in a curvature. Page 1 of 2 2. Provide manufacturer's cut sheet for Sunbrella material. 3. Occupant load should be 47 persons - exterior Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date ofReport: 02-05-2014 Reviewed by: y^i^) lj\ Name: JOSH AYER Address: 2926 UPAS ST SANDIEGO CA 92104 Permit #: CB140176 Job Name: CYO PIZZA= BUILD 469 SF PATIO Job Address: 2519 PALOMAR AIRPORT RD CBAD St: 101 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded" to this office for review and approval. Conditions: Cond: CON0006982 [NOT MET] ***Bubble All Changes *** 1. Description of project is "unenclosed". Please clarify solid line that extends from SDGE room south then tums west ending in a curvature. 2. Provide manufacturer's cut sheet for Sunbrella material. 3. Occupant load should be 47 persons - exterior Entry: 02/05/2014 By: cwong Action: CO ENGINEER STRUCTURAL CONSULTING ENGINEERS BOZEMAN, MT p. (406) 582-791 1 F. (4061 587-0673 SAN DIEGD, CA p. (8581 273-31 58 F. (858) 270-1 978 STRUCTURAL CALCULATIONS Project : cro Pizza TrelKa Plan Check: \<Z>0% SUBMITTAL Pat^: l-lfe-14 Location: Carlabad. CA 1-1(^14 Prepared for-. Studio liTID 2926 Upas Street San Diego, CA 92104 ib 0 [HBO ENGINEERiNG BOZEMAN, MT SAN DIEGO, CA P. ^Dfi-saz-vg 1 1 P. 858-273-31 sa F. 4D6-Sa7-Q673 F. 8S8-27Q-1 978 Date:l/16/14 Job:5583a Project: CYO Pizza Trellis Design Criteria: 2013 CBC Loads: RoofDL: roofing framing sheathing insulation gyp board misc. = 5.0 psf. = 2.5 = 2.5 =1.5 = 2.5 = 1.0 RoofLL: 20psf(flat) = 15.0 psf Floor DL: NA Floor LL:NA Soils: Per Code Minimum, Table 1804.2; Qall= =1500 psf Wind: 110 mph, exposure "C", 3 second gust P=qz*(GCPf-GCPi) Seismic: Latitude:33.12 Longitude: 117.27 Ss= 1.04g R=1.5 Sl=.400 1=1.0 Sds=.50 Soil Profile: "D" Sdl=38 14 ^£^^ \/» ^3~ -^o t t'T~r f •'"'jj--r|iT-j«ri.j|iiii II III I i j I j I f! 4 - .:....)..., f SAN DiEBO »»'"•-"» BOZEMAN •"•>'»"'" 406.582.7911 Fax:406.587.0673 Project Title: Engineer. Project Descr Project ID: ENGINEERING PrHed:16JAN20M, 9:S9AM Wood Beam Fib => c\Users\useriDOCUME-1\SHOP20-2BTUOIO-nCYOPIZ-1\4-CALC-1V)yo.ee6 k ENERCALC, INC 1983-2013, BuHd:6.13.8.31. Ver6.13.8.31 | iLir.i- • KW-0«0097n6 Licensee ; SHOP ENGINbERING | Descnption: RBI CODE REFERENCES Calculations per NDS 2005. IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties Fb-Tension 1,200.0 f Fb-Compr 1,200.0 f Fc-Prll 1,000.0 f Fc-Peip 625.0 f Fv 170.0 [ Ft 825.01 Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Analysis Method: Allowable Stress Design Load Combination ASCE 7-05 Wood Species : Douglas Fir - Larch (North) Wood Grade :No.1 E:ModiMofElastk:tty Ebend-xx 1,600.0 ksi Eminbend-xx 580.0 ksi Density 31.570pcf 1 i i 5.50 X 5.50 1 1 Span = 9.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.1050, Lr = 0.140, Trtoutacy Wklth = 1.0 ft DESIGNSUMMARY IVIaximum Bending Stress Ratio Sectkm used for this span fb: Actual FB: Alkiwable Load Gombinatkm Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflecton 0.997 1 5.50 X 5.50 1,196.10psi 1,200.00psi +0+Lr+H 4.750fl Span#1 IVIaximum Shear Stress Ratio Sectkm used fbr this span fv: Actual Fv: Allowable Load Combinatnn Locatwn of maximum on span Span # where maximum occurs Design OK 0.307 : 1 5.50 X 5.50 52.23 psi 170.00 psi +D+Lr+H 9.049 ft Span#1 0.212 in Ratto = 0.000 in Ratio = 0.370 in Ratio = 0.000 in Ratio = 538 0<240 307 0<180 Maximum Forces & Stresses for Load Combinations Load Combinatk)n Segment Length Max Stress Ratkis Cd Cp/v Ci Cr Cm Ct Moment Values Shear Values Load Combinatk)n Segment Length Span# M V Cd Cp/v Ci Cr Cm Ct CL M ft) Ft) V Iv FV DOnly 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.45 22.38 170.00 +D+L+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length-9.50 fl 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.45 22.38 170.00 +D+Lr+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 OOO Length = 9.50 ft 1 0.997 0.307 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.76 1,196.10 1200.00 1.05 5223 170.00 +D+S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 OOO Length = 9.50 ft 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 612.61 1200.00 0.45 22.38 170.00 +0+0.750Lr*0.750L+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 OOO Length = 9.50 ft 1 0.854 0.263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.37 1,025.23 1200.00 0.90 44.77 170.00 +DtO.750L*O.750S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 OOO Length = 9.50 ft 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.45 22.38 170.00 Project Title: Engineer Pro^ Descr: Project ID: ENGINEERING PrHed:16JAN2014. 9:S9AM Wood Beam Lie. II . KW-06009705 RBI Rb • c:\Usera(iJse(V>OCUME-1\SHOP2l>-2STUOIO-1VCVOPIZMV4mc-1V^^ ENERCALC, INC m2013. Build:6.13.8.31, Ver6.13.8.31 SHOP hNGINtERING Descriptkm: Load Con4>inatlon Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd Cp/v Ci Cr Cm Ct CL M fb Fb V fv FV +0+W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.50 ft 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.45 22.38 170.00 +D+0.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.45 22.38 170.00 +D+0.750Lr+0.750L^.750W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length-9.50 ft 1 0.854 0.263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.37 1,025.23 1200.00 0.90 44.77 170.00 +D+0.750L+O.750StO.750W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.427 0132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.46 22.38 170.00 *O*0.750Lr^.750L*O.5250E+H 1.00 1.00 1.00 1.00 100 1.00 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.854 0.263 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.37 1,025.23 1200.00 0.90 44.77 170.00 +D+0.750L+0.750S+0.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 O.OO Length = 9.50 ft 1 0.427 0.132 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 512.61 1200.00 0.45 22.38 170.00 +O.60O+W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.256 0.079 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.71 307.67 1200.00 0.27 13.43 170.00 +0.eOD*0.70E*H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.256 0.079 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.71 307.57 1200.00 0.27 13.43 170.00 Overall Maximum Deflections • Unfactored Loads Load Combinatkin Span Max."-" Locatkm in Span Load Combinatkxi Max. •+" Defl Locatton in Span D+Lr Vertical Reactions • Unfactored 0.3702 4.785 Support notation: Far left is #1 0.0000 Values In KIPS 0.000 Load Combinatton Support 1 Support 2 TTBT 0.499 0.665 1.164 TIBT 0.499 0.665 1.164 Overall MAXimum DOnly LrOnly D+Lr n Project Title: Engineer Project Descr: Project ID: PiHed:16JAN2014,iO:l)9AM Wood Beam Fib = c:VU88rSto8rtDOCUIi«-1\SHOP20-2eTUDIO~1\OrOPI2-1V4CALO-1teyD.ec6 j| ENERCALC INC 1983-2013, Build:6.13.8.31, Ver6.13.8.31 | 1 Lie. U ; KW-06009705 Lieeiisee . SHOP CIMGINECRING Description: RB2 CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Load Combinatnn ASCE 7-05 Wood Species : DF/DF Wood Grade :24F-V8 Fb-Tenskm Fb-Compr Fc-Pril Fc-Petp Fv Ft Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.7) Lr(0.945) 2.400. 2,400. 1,650. 650. 265 1,100, Ops! Opsi Opsi Opsi Opsi Opsi E:ModiM of ElasMy Ebend-xx 1,800.0ksi Eminbend-xx Ebend-yy Eminbend-yy Density 930.0 ksi I.eoo.Oka 830.0ksi 32.21 Opcf 0(0.525) Lr(0.7) 6.750 X 7^50 Span = 1.0 ft 6.750 X 7.50 Span = 7.0 ft Applied Loads 6.750 X 7.50 Span = 7.0 ft Servtee loads entered. Load Factors will be applied for calculations. Load fbr Span Number 1 Point Load: D = 0.70, Lr = 0.9450 k @ 0.0 ft Load fbr Span Nimiber 3 Point Load: D = 0.5250, Lr = 0.70k@7.0ft DESIGNSUMMARY Maximum Bending Stress Ratio Section used for this span fb: Actual FB: Allowable Load Combinatkin Location of maxknum on span Span # where maximum occurs Maximum Defiection Max Downward L+Lr+S Deflection Max Upward L+Lr+S DeflectkHi Max Downward Total Deflection Max Upward Total Deflectton 0.678 1 6.750 X 7.50 1.626.07 psi 2,400.00psi +0+Lr+H 7.000ft Span #2 Maximum Shear Stress Ratio Sectkm used for this span fv: Actual Fv; Allowable Load Combinatton Locatkm of maximum on span Span # where maximum occurs Design OK 0.184 : 1 6.750 X 7.50 48.74 psi 265.00 psi +0+Lr+H 0.000 ft Span#1 0.677 in Ratto = -0.074 in Ratk) = 1.184 in Ratto = -0.130 in Ratio = 248 1131 140 646 Maximum FercM & Stresses for Load Combinations Load Combinatton Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd Cp/v Ci Cr Cm Ct CL M ft) F'b V fv FV DOnly 0.00 0.00 0.00 0.00 Length =1.0 ft 1 0.055 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 7.0 ft 2 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 Length = 7.0 fl 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 +D-H.+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.065 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 7.0 ft 2 0.290 0 078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 266.00 Length = 7.0 ft 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 ENGINEERING Project Title: Engineer Projiect Descr: Project ID: PrW«d: 16 JAN 2OHIO1MAM Wood Beam Lie. n : KW-0G009705 Descriptnn: RB2 Rb=c:\Us8rs\us9r1D0CUIi€"1\SH0IW-aSTUDI0~1\CY0PIZ~ia<>LC~1tyD.ei!6 1| ENERCALC, INC 1963-2013, Buitl:6.13.8.31, Ver& 138.31 I LiofiiMie : SHOP ENGINEERiNG Load Comt}inatton Segment Length Span# Max Stress Ratios Cd Cp/v Ci Cr Cm Ct Moment Values Shear Values Load Comt}inatton Segment Length Span# M V Cd Cp/v Ci Cr Cm Ct CL M ft) FTD V Iv FV +D+Lr+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.130 0.184 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.65 311.94 2400.00 1.65 48.74 265.00 Length = 7.0 ft 2 0.678 0.184 1.00 1.00 1.00 1.00 1.00 1.00 1.00 857 1.626.07 2400.00 1.23 48.74 265.00 Length = 7.0 ft 3 0.678 0.184 1.00 1.00 1.00 1.00 1.00 1.00 1.00 8.57 1.626.07 2400.00 1.23 48.74 265.00 +D+S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.056 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 70 ft 2 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 Length = 7,0 ft 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 +O+0.750Lr+O.750L+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.111 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.41 26714 2400.00 1.41 41.74 265.00 Length = 7.0 ft 2 0.581 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.35 1,393.78 2400.00 1.05 41.74 265.00 Length = 7.0 ft 3 0.581 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.35 1,393.78 2400.00 1.05 41.74 265.00 +D+0.750L+0.750S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =1.0 ft 1 0.056 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 7.0 ft 2 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 Length = 7.0 ft 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 +D+W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.055 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 7.0 ft 2 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 Length = 7.0 ft 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 +D+0.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.055 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 7.0 ft 2 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 266.00 Length = 7.0 ft 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265.00 +D*O.75OLr+O.750L+0.750W+H 1.00 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Lengths 1.0ft 1 0.111 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.41 26714 2400.00 1.41 41.74 265.00 Length = 7.0 ft 2 0.581 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 735 1,393.78 2400.00 1.05 41.74 265.00 Length = 7.0 ft 3 0.581 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.35 1,393.78 2400.00 1.05 41.74 265.00 +D+0.750L-.O.750S+O.750W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 1.0 fl 1 0.055 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 266,00 Length = 7.0 ft 2 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 367 696.89 2400.00 0.52 20.74 265,00 Length = 7.0 ft 3 0.290 0.078 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 26500 +D+O.750Lr+0.750LtO.6260E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 000 Length = 1.0 ft 1 0.111 0.158 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.41 26714 2400.00 1.41 41.74 265.00 Length = 7.0 ft 2 0.581 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.35 1,393.78 2400.00 1.05 41.74 265.00 Length = 7.0 ft 3 0.581 0.158 1.00 1.00 1.00 1.00 1.00 1.00 1.00 735 1,393.78 2400.00 1.05 41.74 266.00 +D+0.750L+O.750S+0.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 1,393.78 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.055 0.078 1.00 1.00 1.00 100 1.00 1.00 1.00 0.70 132.74 2400.00 0.70 20.74 265.00 Length = 7.0 fl 2 0.290 0.078 1.00 1.00 1.00 100 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265,00 Length-7,0 ft 3 0.290 0.078 1.00 1.00 1.00 1,00 1.00 1.00 1.00 3.67 696.89 2400.00 0.52 20.74 265,00 +0.60D+W+H 1.00 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 000 Length - 1.0ft 1 0.033 0.047 1.00 1.00 1.00 1,00 1.00 1.00 1.00 0.42 79.64 2400.00 0.42 12.44 265.00 Length = 7.0 ft 2 0.174 0.047 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.21 418.13 2400.00 0.32 12.44 265.00 Length - 7.0 ft 3 0.174 0.047 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.21 418.13 2400.00 0.32 12.44 265.00 •^.60D+0.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 1.0 ft 1 0.033 0.047 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.42 79.64 2400.00 0.42 12.44 265.00 Length = 7.0 ft 2 0.174 0.047 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.21 418.13 2400.00 0.32 12.44 265,00 Length = 7.0 ft 3 0.174 0.047 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.21 418.13 2400.00 0.32 12.44 26500 Overall Maximum Deflections • Load Combination Unfactored Loads Span Max.'-' Defl Locatton in Span Load Combination Max."+' Def) Locatton in Span D+Lr D+Lr Vertical Reactions - Unfactored 0.0582 0.0000 1.1840 OOOO 0.000 7.000 D+Lr Support notatton : Far left is #1 0.0000 -0.1298 0.0000 Values in KIPS 0.000 3.882 3882 Load Combinatton Support 1 Support 2 0.65S 0.275 0.380 Supports 2,5lS 0.950 1.265 Support 4 Overall MAXimum DOnly LrOnly ENGINEER Prpject Title: Engineer Project Descr Project ID: PTMWI: 16 JAN 2014,10:09AM Wood Beam Fib = c:VUs8r»VmetO0CUME-1\SH0P2(>-2VSTUDI0-1\CTOPIZ-1V4-CAL0-1teyD.e^ b ENERCALC^ INC. 1983-2013, Build:6,13.8,31, Vw:6.13.8.31 1 iLlc. : KW-06n0970S 1 11 Piistn' SHOP f N(3INt Fi RiNG Descriptkm: RB2 Vertical Reactions -Unfactored Support notatton: Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 Supports Support 4 D+Lr 0.655 2.215 Proiect Title: Engineer PrqectDescr: Project ID: ENGINEERING PIMKI: 16 JAN 2014.10:11AM Fib • e:\U^ers\userM3OCU^C~1^SHOP20-2^STUOIO--1\CYOPIZ-1\4<W.(>-1V[V).«e6 k ENERCALC. INC. 1963-2013, Buitt6.13.8.31, VBr6.138.31 | Licensee : SHOP ENGINEERING Wood Beam Lie. # : KW-OG009705 Descr?>tkm: RB3 Load Combination Segment Length Span# Max Stress Rattos Cd Cp/v Ci Cr Cm Ct Moment Values Shear Values Load Combination Segment Length Span# M V Cd Cp/v Ci Cr Cm Ct CL M ft) Fb V fv FV Length = 10.0 ft 2 0.272 0.056 1.00 1,00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 Length = 10.0 ft 3 0.272 0.056 1.00 1,00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 +D+Lr+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10,0 ft 1 0.630 0.129 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.15 1,166.22 1850.00 1.16 34.30 265.00 Length = 10.0 ft 2 0.630 0.129 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.15 1.166.22 1850.00 1.16 34.30 265.00 Length = 10.0 ft 3 0.630 0.129 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.15 1,166.22 1850.00 1.16 34.30 265.00 +D+S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 Langth = 10.0 ft 2 0.272 0.056 1.00 1.00 1.00 100 1.00 1.00 1.00 2.65 502.62 1860.00 0.50 14.78 265.00 Length =10.0 ft 3 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 +D-K).750Lr+0.760L+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length-10.0 ft 1 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.28 1,000.30 1850.00 0.99 29.42 266.00 Length = 10.0 ft 2 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.28 1,000.30 1850.00 0.99 29.42 265.00 Length = 10.0 ft 3 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 528 1,000.30 1850.00 0.99 29.42 265.00 +D+0.750L+O.750S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 Length = 10.0 ft 2 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.60 14.78 265.00 Length = 10.0 ft 3 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 +D+W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length =10.0 ft 1 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 Length = 10.0 ft 2 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 Length = 10.0 ft 3 0.272 0.056 1.00 1.00 1.00 1.00 1.00 I.OO 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 +D-^.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.62 1850.00 0.50 14.78 265.00 Length =10.0 ft 2 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.62 1850.00 0.50 14.78 265.00 Length = 10.0 ft 3 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.62 1850.00 0.60 14.78 265.00 +D+0.750Lr-»0.75a+0.750W+H 1.00 1.00 1.00 I.OO 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.28 1,000.30 1850.00 0.99 29.42 266.00 Length =10.0 ft 2 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.28 1,000.30 1850.00 0.99 29.42 26600 Length =10.0 ft 3 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.28 1,000.30 1850.00 0.99 29.42 26500 +D+O.750L-K).750S+O.760W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.272 0.066 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 602.52 1860.00 0.60 14.78 265,00 Length =10.0 ft 2 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502 52 1860.00 0.50 14.78 265,00 Length =10.0 ft 3 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265,00 +D+0.750Lr+0.750L+0.5»OE+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 OOO Length =10.0 ft 1 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 528 1,000.30 1850.00 0.99 29.42 265,00 Length =10.0 ft 2 0.541 0,111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 528 1,000.30 1850.00 0.99 29.42 265,00 Length = 10.0 ft 3 0.541 0.111 1.00 1.00 1.00 1.00 1.00 1.00 1.00 528 1,000.30 1850.00 0.99 29.42 265,00 +D+0.750L+0.750S+O.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 1,000.30 0.00 0.00 0.00 OOO Length =10.0 ft 1 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.66 502.52 1850.00 0.50 14.78 265.00 Length = 10.0 ft 2 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265,00 Length = 10.0 ft 3 0.272 0.056 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.65 502.52 1850.00 0.50 14.78 265.00 +0.60D+W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 OOO Length =10.0 ft 1 0.163 0.033 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.59 301.51 1860.00 0.30 8.87 265.00 Length =10.0 ft 2 0.163 0,033 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.69 301.51 1850.00 0.30 8.87 265,00 Length =10.0 ft 3 0.163 0.033 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.69 301.51 1850.00 0.30 8.87 265.00 +0.60D^.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =10.0 ft 1 0.163 0.033 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.59 301.51 1850.00 0.30 8.87 265.00 Length =10.0 ft 2 0.163 0.033 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.59 301.51 1850.00 0.30 8.87 265.00 Length =10.0 ft 3 0,163 0.033 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.59 301.51 1850.00 0.30 8.87 265.00 Overali Maximum Deflections - Unfactored Loads Load Comtiination Span Max.'-"Defl Locatton in Span Load Combinatton Max."+" Defl Location in Span D+Lr D+Lr 1.6621 0.0000 1.6551 0.000 0.000 10.000 D+Lr Vertical Reactions - Unfactored Support notation: Far left is #1 0.0000 -O.2506 0.0000 Values in KIPS 0.000 5.042 5.042 Load Combination Support 1 Overall MAXimum Support 2 1.846 Support 3 Support 4 u I* 5 \ Project Title: Engineer PrqiKt Descr Project ID: ENGINEER Pfiteil: 16 JAN 2014,10:11AM Wood Beam Fib . c:\Usei8Vtte(«OCUME--1BHOP20~2BTlJDIO--1\CYORZ--1V4-CAL(>-1\tvi).8e6 b ENERCALC. INC. 1983-2013, aulld:6.138.31. VerB. 138.31 | iLic. -'/ : KVV-06009 705 Licensee : SHOP ENGINEERING Descriptton: RB3 Vertical Reactions -Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Supports Support 4 DOnly LrOniy D+Lr 0.7S5 1.060 1.845 0.795 1.050 1.845 <4» i?.*^^ 0a ^ ^^m ^ ^ SANDIEGO"•><<>'--» BOZEMANm.nt.n. 406.582.7911 Fax:406.587.0673 P SANDIEGO»i>farai. BOZEMAN•"""f n-408.582.7911 Fax:406.587.0673 "ASCE710W.xls" Program Version 1.0 WIND LOADING ANALYSIS^ IW^ VWMI^I^)r^ R#^ System far ASCE 7--10 Code for Enclosed or IHirttailyEn^^ Ueirtfl Method 2; Analytical Procedure (SecMoii 27 & 28) for Low-Btse auildinge Job Name: CYO Trellis SutMect: Job Number: 5583a Originator: I Checker" Input Data: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Widths Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hunicane Region? IjO """Jf G "16.00 _J 13.00 ' 30.00 Mon^ope 1.00 •• Y" VWnd. mph (Wind Map, Figure 26.5-1A-C) (Table 1.5-1 Risk Category) (Sect. 26.7) ft.(hr>=he) ft. (he <= hr) ft. (Nonmal to Building RkJge) ft. (Parallel to Building Ridge) (Gable or Monoslope) (Sect. 26.8 & Figure 26.8-1) (Table 26.6) (Sect. 26.2 & Table 26.11-1) • t t t tT- \ I I Plan Reaulttno Parameters and Coefficients: Roof Angle, 9 = Mean Roof Ht., h = 3.34 14.50 deg. ft. (h = he. for angle <=10 deg.) Check Criteria for a Low-Rise Building: 1. Ish<=60'? I Yes, O.K. | 2. Is h <= Lesser of L or B? Extemal Pressure Coeff s., GCpf (Fig. 28.4-1): (For values, see following wind load tabulations.) Positive & Negative Intemal Pressure Coefficients, GCpi (Table 26.11-1): Elevation Yes. O.K. I +GCpi Coef. = -GCpi Coef. = 0.18 -0.18 (positive intemal pressure) (negative intemal pressure) If h<15 then: Kh = 2.01*(15/2g)*(2/a) (Table 28.3-1) If h>=15 then: Kh = 2.01*(z/zg)*(2/a) (Table 28.3-1) a = zg = Kh = 900 0.65 (Table 26.9-1) (Table 26.9-1) (Kh = Kz evaluated at z = h) Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*V'^2 (Sect. 28.3.2. Eq. 28.3-1) qh =1 22.35 "~|psf qh = 0.00256*Kh*Kzt*Kd*V'^2 (qz evaluated at z = h) Design Net Extemal Wind Pressures (Sect. 28.4.1): p = qh*[(GCpf) - (+/-GCpi)] (psf, Eq. 28.4-1) Wall and Roof End Zone Widths 'a' and '2*a' (Fig. 28.4-1): a = 2*a = 3.00 6.00 1 of3 1/10/2014 12:19 PM "ASCE710W.xls" Program Version 1.0 Id Load for Load Case A w Load far Load Case B SurfaiDe GCpf p - Net Fissures (psf) Swface *GCpf p = Net Pressures (psf) SurfaiDe GCpf {w/+GCoi) (w/-GCpi) Swface *GCpf (w/+QCpi) M-GCpi) • _,l:Z0r>ej1^^_;___^__ „,.._„„..5°5?,.1.„.«..,.„ ™ „„.,„,?S5*S.™... - Zone 6 0.40 •"""-6"69'"' """-6.37"" zzmz 4.92 ''•'•-I9J5' ""-T2.2i9 ZZIJMZ 12.96 -11.40 "'""^".25""' lZli46_,^,-.,. __^ne[l,:.„ Zone 2 __Zonei_3__^ "Zone"?": ^_^Zone,5__ ' Zwia.i::. 0.40 •"":6'37""' .., '"-0.45"' -0T45^ 4.92 •••""-1Z29 ™-10.50 "" T4Td8 ~ 12.96 -2.46 -6.03 ' •'-eToT'^' _ _29r« 1E_ ' ,„..,„,..._.?SlO.®-:^---.-^ Z,.IIki?'M.-Z.Z^ ZonefiE 0.61 -1.07 -0.53" Z'^MZ' 9.61 -27.94 ~ -15.87 ' r-i3;63"' 17.66 " -19.89 ~ -7.82 -5.59 ' Zone1E 0.61 9.51 ".27:94"'""~" -15.87 ""•"^13.63 17.66 _ _29r« 1E_ ' ,„..,„,..._.?SlO.®-:^---.-^ Z,.IIki?'M.-Z.Z^ ZonefiE 0.61 -1.07 -0.53" Z'^MZ' 9.61 -27.94 ~ -15.87 ' r-i3;63"' 17.66 " -19.89 ~ -7.82 -5.59 ' _Zor«2E; JZqne|g^ ZZorw4i„ __^ne5E_ "ZMieBEi' -1.07 -a43 ' "0.61 '""-6.43" 9.51 ".27:94"'""~" -15.87 ""•"^13.63 -19.89 -7782" -5.59 •'~17.66~ "-5,59"' *Note: Use roof angle t For Case A when GCpf Zones 2/2E dist. = Remainder of roo 1 = 0 degree is neg. in 2 15.00 s for Longitudinal Direction, ones 2/2E: For Case B when GCp ft. Zones 2/2E dist. = E extending to ridge line shall use roof Zones 312 f is neg. in Zone 7.00 iS2f2E: ft. ffidents. *Note: Use roof angle t For Case A when GCpf Zones 2/2E dist. = Remainder of roo f Zones 2/2 s for Longitudinal Direction, ones 2/2E: For Case B when GCp ft. Zones 2/2E dist. = E extending to ridge line shall use roof Zones 312 IE pressure coe iS2f2E: ft. ffidents. MVff^SWtndLi^^^^ for Loed Case A. Timional Caae MWR$3Mnd Loadior CaMtcB. Torsional Case Surface GCpf p » Net Pressure (iE>sf) Suirface GCpf p « Net Pressure (ps^ Surface GCpf (w/+QCpi) (w/-6Cpi) Suirface GCpf (w/ +Gepi) (w/ -QCpS) _ :_JZone 2J Z13„ZWI£3LZ3 ___^Zone 4f ,„ Z^ ZZ._^Gill'ZZZ Zone BT -,Z-~ .z. 1.23 J ^4.86" ''"'-2,63'~" 3.24 ' -2.85 -1.06 ZoneJXj _Zone2T, 2Z0TOj4T ZgnirfT Zone 6T —.,„M 1.23 -3.52" .3-52-" 3.24 :^M" -oTeT" -1.51 _ :_JZone 2J Z13„ZWI£3LZ3 ___^Zone 4f ,„ Z^ ZZ._^Gill'ZZZ Zone BT -,Z-~ .z. 1.23 J ^4.86" ''"'-2,63'~" — ZoneJXj _Zone2T, 2Z0TOj4T ZgnirfT Zone 6T —.,„M 1.23 -3.52" .3-52-" 3.24 :^M" -oTeT" -1.51 Notes: 1. For Load Case A (Transverse), Load Case B (Longitudinal), and Torsional Cases: Zone 1 is windward wall for interior zone. Zone 1E is windward wall for end zone. Zone 2 is \Nmii«taTf) mdi itir Vrteritn Txinb. Zone 2E is windward roof for end zone. Zone 3 is leeward roof for interior zone. Zone 3E is leeward roof for end zone. Zone 4 is leeward wall for interior zone. Zone 4E is leeward wall for end zone. Zones 5 and 6 are sidewalls. Zone 5E & 6E is sidewalls for end zone. Zone IT is windward wall for torsional case Zone 2T is windward roof for torsional case. Zone 3T is leeward roof for torsional case Zone 4T is leeward wail for torsional case. Zones 5T and 6T are sidewalls for torsional case. 2. {+) and (-) signs signify wind pressures acting toward & away from respective surfac:es. 3. Building must be designed for all wind directions using the 8 load cases shown below. The load cases are applied to each building comer in tum as the reference comer. 4. Wind loads for torsional cases are 25% of respective transverse or longitudinal zone load values. Torsional loading shall apply to all 8 basic load cases applied at each reference comer. Exception: One-story buildings with "h" <= 30', buildings <= 2 stories framed with light frame constniction, and buildings <=2 stories designed with fleJdble diaphragms need not be designed for torsional load cases. 5. Per Code Section 28.4.4, the minimum wind load for MWFRS shall not be less than 16 psf. 2 of 3 1/10/2014 12:19 PM "ASCE710W.XI6" Program Version 1.0 Low-Rlae Buildings h<-60' Load Case A LoadCaseB Bask Load Cases CffioArnnoi: . „ CucBTonioo^ Transverse Direction Longiudkial Directs Torsional Load Cases 3of3 1/10/2014 12:19 PM .•I ENGINEERiNG SANDIEGO "••<•"-<<!- BOZEMAN mont.n. 406.582.7911 Fax:406.587.0673 'Hi ]LPU Project Title: Engineer Prefect Descr: Project ID: IFKHIMFFR N H PiHed: 16 MN 2014,10:13AM Wood Colunnn Rb = c:\U88r8Vi8«COCUME-1\SHOP20-2BTUDIO-1\CYOPIZ"1W-CALC-1tayo.ec6 || ENEROLC, INC. 198a-2013, BuiU:6.13.8.31, VerS. 13.8.31 | 1 Lie, n : KW-06009705 Licciisi... : SHOP ENGINEERING | Descripiion: POST DESIGN Codls References Calculations per 2005 NDS, IBC 2006, CBC 2007, ASCE 7-05 Load Combinations Used : ASCE 7-05 General Information Analysis Method: Allowable Stress Design End Fixities Top Free, Bottom Fixed Overall Column Heij^t 13.0 ft ( Used for non-slender calculations ) Wood Species Wood Grade Fb - Tension Fb-Compr Fc-Pril Fc-Perp GluLam Column, Species: DF No.1 1,200. Opsi 1,700.0 psi 1,000.0psi 650.0 psi E: Modulus of Elasticity... Basic Minimum Applied Loads Fv Ft Density x-x Bendng 2,200.0 1,140.0 230.0 1,250.0 ps) pcf Wood Section Name Wood Gradng/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly 6.75x7.5 Western GLB 6.750 in /Mlow Stress Modfication Factors 7.S0 in 50.625 in*2 237.305 InM 192.217 in*4 y-y Bencfing 2.200.0 1,140.0 Axial 2,200.0 ksi Cf or Cv for Bending Cf or Cv for Compression Cf or Cv for Tension Cm : Wet Use Factor Ct: Temperature Factor Cfu: Flat Use Factor Kf: Built-up columns UseCr:iRepetitive? 1.0 1.0 1.0 1.0 1.0 1.0 1.0 NDS 153.2 No (non-gib only) Brace condition for defledion (budding) along columns: X-X (widtii) axis: Ur*raced Length for X-X Axis budding = 13,0 ft, K = 2,1 Y-Y (depth) axis: Unbraced Length for X-X Axis buckling = 130ft,K = 2,1 Service loads entered. Load Factors will be applied for calculations. Column self weiglit included: 0.0 Ibs * Dead Load Factor AXIAL LOADS... Axial Load atlS.O ft, D = 0.880, Lr = 1.320 k BENDING LOADS... LaL Point Load at 13.0 ft creatinq Mv-v. E = 0.5250 k DESIGNSUMMARY Bending & Sheer Checl< Results PASS Max. Axial-ifiending Stress Ratio = 0.8793:1 Load Combination -HD+O.TOE-t+H Goveming NDS Forumla Comp + IVIyy, NDS Eq. 3.9-3 Location of max.above base At maximum location values are. Applied Axial Applied Mx Applied My Fc: Allowabte PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results Load Combination 0.0 ft 0.880 k 0.0 k-ft -4.778 k-ft 375.285 psi 0.03156:1 *CW).70E+H 12.913 ft 10.889 psi 230.0 psi Maximum SERVICE Lateral Load Reactions.. Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Top akxig X-X 0.0 k Bottom atong X-X 0.5250 k Maxiffluin SERVICE Load Lateral Deflecdom... Akxig Y-Y 0.0 in at for kied combinatkxi: n/a Along X-x 1.563 in at for k>ad combinatkxi: E Only Other Factor* uaed to calculate allowabte atreases... Bending Compresskw Tension Cf or Cv: Size based foctors 1.000 1.000 0.0 ft above base 13.0 ft abovebase Maximum Axial - Stress Ratio BendinQ Stress Ratios Status Location Maximum Shear f^tlos Stress Ratio Status Location DOnly •fO+L-HH •^D•^L^•^H +O-K).750Lr^.750L+H +D-K).750L-K).750S'4l +04W+H •KD-^).70E-^H +O-^0.750Lr-^0.750L-tO.750W-^H 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.04632 PASS 0.0 ft 0.0 PASS 13.0 ft 0.04632 PASS 0.0 ft 0.0 PASS 13.0 ft 0.1158 PASS 0.0 ft 0.0 PASS 13.0 ft 0.04632 PASS 0.0 ft 0.0 PASS 13.0 ft 0.09843 PASS 0.0 ft 0.0 PASS 13.0 ft 0.04632 PASS 0.0 ft 0.0 PASS 13.0 ft 0.04632 PASS 0.0 ft 0.0 PASS 13.0 ft 0.8793 PASS 0.0 ft 0.03156 PASS 12.913 ft 0.09843 PASS 0.0 ft 0.0 PASS 13.0 ft " 1-Project Title: Engineer Project Descr: Project ID: ENGINEERING Printed. 16 JAN 2014,10.13AM F* » c:\U9er8Vj9ef1DOCUME-1\SHOP2(y-2\STUDIO~1\CYOPIZ-1\4-CALC-1\cyo ec6 "L ENERCALC, INC 1983-2013. Buib:6.13.8.31, Ver6.13.8.31 Licensee : SHOP ENGINFERING Wood Column Lie. # : KW-06009705 DesCTiptlon: POST DESIGN Load Combination Results Load Combination CD Stress Ratio Status Location Stress Ratio Status Location 4O+0.750L-K).750S+0.750W-»H 1.000 0.04632 PASS O.on 0.0 PASS 13.0 n •HD-»O.750Lj-K).750L-K).5250E+H 1.000 0.7032 PASS O.on 0.02367 PASS 12.913 n +D*O.750L-»O.750S-*O.5250E+H 1.000 0.660 PASS 0.0 ft 0.02367 PASS 12.913 n •K).60D+W+H 1.000 0.02779 PASS o.on 0.0 PASS 13.0 n •^.60D-tO.70E+H 1.000 0.8622 PASS o.on 0.03156 PASS 12.913 tt Maximum Reactions • Unfactored Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Ciombination @Base @Top @Base glop @Base DOnly k k 0.860 k LrOnly l( k 1320 k EOnly 0.526 k k k k k 2.200 k D+E 0.525 |< k 0.880 k D--Lr*E 0.525 k k 2.200 k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max X-X Defledion Distance Max Y-Y Deflectk)n Distance DOnly 0.0000 in 0.000 fl 0.000 in 0.000 fl LrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft EOnly 1.5632 in 13.000 ft 0.000 in 0.000 ft D*Lr 0.0000 in 0.000 ft 0.000 in 0.000 ft D+E 1.5632 in 13.000 ft 0.000 in 0.000 ft D*Lr+E 1.5473 in 12.913 fl 0.000 in 0.000 ft Sketches M*y Loads 6 750 in Loads are total entered value. AITOWS do not reflect absolute direction. ENGINEERING SAM MEBO «•"'""'• BOZEMAN 406.582.7911 Fax:406.587.0673 Project Titie: Engineer Project Descr: Project ID: lENGINEER NG^H Priried 16 JAN 20U, 10:14AM Pole Footing Embedded in Soil File = c:\User8VisenDOCUME-1\SHOP20-2\STllOIO~1\CrOPIZ~1\4-GALG-1\cyD.ec6 k ENERCALC, INC 1983-2013, Build:6.13.8.31, Ver6.13.8.31 \Uc.U : KW-06009705 Licensee : SHOP ENGINEERiNG 1 Description: CASSION Code References Calculations per IBC 2006 1805.7.2. CBC 2007, ASCE 7-05 Load Combinations Used : ASCE 7-05 General Infonnation Pole Footing Shape Footing Diameter Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive Max Passive Circular 24.0 in 200.0 pcf 1,500.0 psf Controlling Values Governing Load Combination: •t{W).70E+H Lateral Load Moment Restraint @ Ground Surface Pressure at Depth Actual AltowaWe Surface Retraint Force 0.3675 k 4.778 k-ft 721.93 psf 750.0 psf 3,074.75 lbs Minimum Required Depth 3.750 ft Footing Base Area Maximum Soil Pressure Applied Loads 3142ft^2 00 ksf Footinj Dnm«t»r - T-V Lateral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load D : Dead Load k kffl k-ft Lr: Roof Live k kffl k-ft L: Live k kffl k-ft S:Snow k kffl k-fl W: Wind k kffl k-ft E: Earttiquake 0 5260 k kffl k-ft H : Lateral Earth k kffl k-ft Load dstance above TOP of Load above ground surface ground surface 130 ft ft BOTTOM of Load alxjve ground surface ft Load Combination Results Forces ©GroundSurface Required Pressure at Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth, (ft) Actual - (psf) Allow-(psf) Factor DOnly 0.000 0.000 0.13 0.0 25.0 1.000 +0+L+H 0.000 0.000 0.13 00 25.0 1000 +D+Lr+H 0.000 0.000 0.13 00 25.0 1.000 +D+S+H 0.000 0.000 0.13 0.0 25.0 1.000 +D-»0.750Lr40.750L+H 0.000 0.000 0.13 00 25.0 1000 +D-»O.750L-fO.750S+H 0.000 0.000 0.13 0.0 25.0 1 000 +D+W+H 0.000 0.000 0.13 0.0 25.0 1 000 +D+0.70E+H 0.368 4.778 3.75 721.9 750.0 1.000 +D-K).750Lr-»O.750L-K).750W-fH 0.000 0.000 0.13 DO 25.0 1.000 ril ENGINEERING Project Title: Engineer ProjKt Descr: l^rojectlD: Prmtod: 16 JAN 2014,10:14AM ' c;\Us8cs\u8Br\DOaJI«-1\SHOP2()-aSTlJblO-1\CV0PIZ-- "k ENERCALC. INC 1983.2013. Bulld:6.13.8.31, VarS. 13.6.31 I SHOP ENGINEERING Pole Footing Embedded in Soii Description: CASSION Fib +D-tO.750L+0.750S-K).750W-»H 0.000 0.000 0.13 0.0 25.0 1.000 •K)+0.750Lr-t«.750L-*O.5250E-44 0.276 3.583 3.38 668.5 675.0 1.000 +O+0.750L-K).750S-K).5250E+H 0.276 3.583 3.38 668.5 675.0 1.000 •^).60DtW+H 0.000 0.000 0.13 0.0 25.0 1.000 4O.60D4O.70E-+I 0.368 4.778 3.75 721.9 750.0 1.000 I Ay SANHEBa c-llforRl. BOZEIMN >naiit.n. 406.582.7911 Fax: 406.587.0673 iAa310-05APn»aX(D-ANGHOKINQTOCONCKBrE Vsreion 1.0 m 1/15«014 iSS— MM cuwc—iiAHtiioii BimoH mump owAcmw APWWMK D (J)Baslc Design Parameters: (SECO.».« Loads: (Per Applicable Load* Combinatlom in Sect e.2; load applications that are predominantly high cycle fatigue or impact loads are not covered.) k (/ttmai*/=;aclaratf Twalle Load (Mpt) UlSmtHeFactamd Shear UMi (Ufa) IXictUe Yes HsadedStud » Steel Element MS res a SK£TCHBS Potential Failure Surfaces crossed by supplementary reinforcement proportioned to tie prism into the structural member? Anchor Type N/A - Oniy appiicable to Post-installed anchors Yes No Nomralwalght ^ Anchor located In a region of eoncrale member where analysis indicates no cracking at sendee load levels? (YES > No Cracking Antteipated) Anchors are located in region of moderate or high seismic risk, or structures assigned to intennediate or high seismic perfomiance or design categories. Concrete Type (t)Steel strength of anchor In tension: (sec o.&r> n = 2 NumbtrofAnchcn in a Group As.= 0.44 in^ EffiMtfra Cross Sectional Area ol Anchor futa ~ 106 ksi Speciffad Tensile Strang^ of anchor steel fy = 81 ksi Specified YieU atenglh of anchor steal t N.= 92.40 68.30 8.00 k • 0.75 OK 0 Concreto Breakout strength of anchor In tension: (sec Ncb= Anc 'P«i,N%,N'i'cp,NNb Single Anchor Ncbg = Ane 'Pec.N'i'ed.N'i'c.NNb Group of Anchors I*. t o « o« o o .00 Anco ' -I V ' 1215 in' f^ijlactatlconcralalallureeraaof anchor or group of anchors. SeeRD.IS.2.1(b) h.f = 12 in Efiactive anchor enibedmant depth Ca.min ~ 7 in The smeUest edge distance 14 in The largest edge distance fc= 2500 P« e'N = 0 in Bxentldty of Normal Face on a groi^ of anchor. See Commentary Figure 2 Edges = 4 A/umter or Edges surtounding anchor or group d anchen. Ses Figim 3 Commentary Anco ~ Proiectad araa of tha failura sutAca oTa singto anchor remote fom edges lorc^Mi of 1 Shefcrgiaelar ^ec.N -1 < 1 Modification factor fdr eccanticaKy loaded anchor groups (1. ^ ) fed.N -1 ifCiM>t.Sh^ Modificalion factor for edge effects = 0.7 + 0.3 c„,i„ ifCMi<t.Sh^ Modification factor for edge Elects 1.5 h., 1.25 for Cast-in anchors in uncracked sedion Nb = Basic conoid breakout strength k^24 forcasUn anchor Nb = lef^'^ile,*^ Attamethie concrete txeekout sbength for Ilin < hef < 2Sin. Anco ~ "^ac.N - ^ad.N - '^c.N - Nb = Ncb = •Ncb = 784.0 1.00 0.84 1.25 34.22 55.99 41.98 0.75 8.00 OK (4)Pu//oiit strength of anchor In tension: (see a&s; Npn= ^cpNp Abh = 3.7 Bearing area of the heeded studfs) or anchor boll(3) See Table 1 Commentaiy c Np= AwgSfc Np = O.QfcOhdo 1.40 103.096 77.32 The puKout sbength in lenskmofa single heeded stud or boM The pulkMl strength in tension oTa swigto hooked bolt (0-15) (D-16) • =| 0.75 8.00 (J)ConcrBte Side-Face Blowout strength of Headed anchor In tension: Single Anchor: Nsb= leOcAb^^'^, 1/2 OK ISECO.M n. C = C.i = 7 Ca2 = 7 Factor = 0.509 Nsb = 52.77 *N.b = 39.68 Multiple Anchors: N.bg= (1 + S/6c,i)N^ So = Nsbg = 52.77 39.68 Distance iom center of anchor sh^ to the edge of concrete Olatance torn center of anchor shafl to the edge of concrete In dlrectton orthogonal to C = C,t See Commentary Figura 1. • =| 0.75 8.00 Spacing of the outer anchors along the edge In the group. 8.00 0.75 • N/A OK (e)steel strength of anchor in shean OBC O. V, = nAseU V,= 0.6nA„futa V, = 0.6nA«futa for eat(-/n/)aadad stud anc/Kn P19) For casi.4n headed ban thookaiboltandmrs (020) For post-instaHad anchors (D20) V8» •Vs = 92.4 60.06 Vu-0.00 k • • o.re • OK (T) Concreto Breakout strength of anchor in shear (SBC 0.9.2) Single Anchor (0-21) Vcb - Ave ^ed.V*J'o,vVb Avoo Veb= ^_'i'ec,V*Ped.V^c.vVb Avco A«,= 2025 in C.i* = 7 in e'v = 0 in 1 = 12 in do = 0.44 in h = 45 in Group of Anchors (D-22) f^ajeded concrete failure eree on en anchor or group of anchors. See Figure 4 Commentary Distance ftom center ct anchor shaft to the edge of concrete in one direction. Ses Commentary Eocenticlly of shear fme on a group of anchors. See Figure 5 Commenlary Loed bearing length ofenchor for shear. See Tebfe 2 Commenleiy. Outskle diametsr of anchor or shall diameter af headed stud, heededbolt, or hooked bolt. Thickness ot member in vihich en enchor is enchored, parailei lo anchor axis. Vb= 7(l/do)°='d,^'2f;'='c,i'' See commentary ^^Continued "fecy = 1 2el 3c. ) *I'adV= 1.0 = 0.7 + 0.3 < '\ Modifiealhnhelor for eccentrically kiaded anchor groups ifC^>1.SC„ miodificabon factor for edge effects ifC^<1.5C., UodHKaVon factor for edge elfects 1.5 0,1 1.4 'i'ecV -1.00 't'ed.V -0.90 'i'cv ~ 1.40 Avco -220.50 sqin Vb = 8.33 k Vcb = 20.99 k •Vcb = 16.74 k Anchor in urtoracked section Vu-0.00 • =10.75 • OK 8} Concrato Pryout strength of anchor In shear, isec o.t.3) Vcp — l^cpNcb Kcp = Kcp = 1 2 Ncb: Vcp' •Vcp = 55.99 111.97 83.98 for hef < 2.5 tor hef > 2.5 0.00 Ctmcntt fryoui 0.75 OK (9) Interaction of tensile and shear forces: isec D.7) if Vua<0.2(|)Vn • • <|)N„>NUA «- if Nua<0.24iNn if Nua > 0.2ij)Nn & Vua > 0.2i|)Vn <l«V„>VuA Nu_A <J>N„ VUA Wn < 1.2 OK N/A N/A CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 750-602-2719 www.carlsbadca.eov Building@ca risbadca.eov Project Address: l^ermit No.: informatton provided below refen to worh being done on the abo»e mentioned permit only. This form must be completed and returned to the BMildinq Division before the permit can be issued. Building Dept. FCDC (760) 602-8558 Numlser of new or relocated fixtures, traps, or floor drains New building sewer line? Number of new roof drains? Install/alter water line?. Number of new water heaters? Number of new, relocated or replaced gas outlrts? Number of new hose bibs?..... Residenticd Peimits: New/expanded service: Number of new amps: Minor Remodel only: Ves No Commerdal/industrial: Tenarrt Improuement: Number of eidstlng amps involved In trtis ^fjed Number of new amps involved In this project: New Construction: Amps per Panel: Single Phase . Number of new amperes Three Phase. Numl>er of new amperes. Three Phase 480 . . Number of new amperes Number of new furnaces, A/C or heat pumps? New or relocated duct worb? . Ves. Number of new fireplaces? . Number of new exhaust fans? . . Relocate/install vent?.............. . . Number of new exhaust hoods?....... Number of new boilers or compressors? ... Number of HP B-18 Page 1 of 1 Rev. 03/09 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Viz-ifis Business Contact __ ^ ^ ^ Telephone # ait ^ Hi'i- Project Address City State Mailing Address li " City A y State w u Tip Code ii Plan Fiie# Project Contact Telephone # ( ) The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the foiiowing hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): Occupancy Rating: 1. Explosive or Blasting Agents 5. Organic Peroxides 9. V\^ter Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health IHazards 3. Flammable/Combustible Uquids 7. I=>yropiiorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMDl: if the answer to anv of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overiand Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Compietion Date: / / Expected Date of Occupancy: / / • CalARP Exempt I Date Initials • CalARP Required I Date Initials • CalARP Complete I Date initials YES NO (for new construction or remodeling projects) 1. • 0^ Is your business listed on the reverse side of this form? (check all that apply). 2. • ]^ Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. • ^ Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 4. • ^ Will your business use an existing or install an underground storage tank? 5. • Will your business store or handle Regulated Substances (CalARP)? 6. • Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? 7. • yf Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (Califomia's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Controi District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, teiephone (858) 586-2600 prior to the issuance of a building or demolition pennit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 woridng days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or iess. Contact the APCD for more Information. YES NO 1. n Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.ora/lnfo/facts/Dermlts.Ddf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contacl APCD if you have any questions). 2. • /S. (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the Caiifornia School Directory at http ://www. cde. ca .aov/re/sd/ for public and private schools or contact the appropriate school district). 3. • ^S" Has a sun/ey been perfomied to detennine the presence ofAsbestos Containing Materiais? 4. • -0- Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. • Will there be demolition involving the removal of a load supporting structural memtier? Briefly describe business activities: Briefly describe proposed project: I declare under penalty of perjury that to the best of my knowledge and belief/fhe responses made der P^|J^ °^^^(^ Name of Owner or Authorized Agent e h«^in are i true and correct. e of Owner or Authonzed Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDINO PERMrT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division CB140176 2519 PALOIUAR AIRPORT RD Final Inspection required by: • Plan • CIU&I SW QlSSUED Approved BUILDING PLANNING ENGINEERING FIRE Expedite? Y^N) AFS Checked by: HazMat APCD Health Forms/Fees Sent Encina Fire HazHealthAPCD PE&I\/1 School Sewer Stormwater Special Inspection cS.\-t}i^ CFD: Y N I^ndUse: Density; (mpArea PFF: Y N Comments Date Building l\il\l^ Planning Engineering Fire Need? City of Carlsbad 06-05-2014 1635 Faraciay Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRl4069 Building Inspection Request Line (760) 602-2725 Job Address: Pernnit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2519 PALOMAR AIRPORT RD CBAD PCR 2130201800 Lot#: $0.00 Construction Type: CB140176 CYO PIZZA: GAS & ELECTRIC TO OUTDOOR PATIO RE: CBI40176 5B Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 04/23/2014 JMA 06/05/2014 06/05/2014 Applicant: JOSH AYER Owner: COUNTY OF SAN DIEGO 760-519-4446 PUBLIC AGENCY OOOOO Plan Check Revision Fee Fire Expedited Plan Reviews Additional Fees $250.00 $0.00 $0.00 Total Fees: $250.00 Total Payments To Date: $250.00 Balance Due: $0.00 EXPIRED PERMIT PERMIT HAS EXPIRED IN ACCORpANCE WITH C.B.C. SECTION 106.4.4 AS AMENDED B ' (.MC>8.04.030 DATE .1 SIGNATURE. Inspector: FINAL APPROVAL Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must foiiow 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 foiiow that procedure wiil bar any subsequent legal action to attacl<, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previousiv been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. %^ PLAN CHECK REVISION ^ CITY OF APPUCATION CARLSBAD , B-I5 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ""S^^l^W-^/---^^^^ Original Plan Check No. ^&-{ C> 1 ^1 >G Project Address Z^ll ?firtOif^Ai2^ Aimf^T Contact N^firt- •IVN[e/2^ Ph HlgP-5)^'^M^^^ Fax Email Contact Address _ T^T^u v;M^ ^ City £^ugo Zip n^^^l General Scope of Work, Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: Plans • Calculations • Soils • Energy • Other, 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets ' II 5 • Does this revision, in any way, alter the exterior of the project? ^0''Yes' 6. Does this revision add ANY new floor area(s)? D Yes ,Q^o T, Does this revision affect any fire related issues? ^^^0^es • No 8. Is this a complete set? • Yes ^J/fV ^Signature • No 1635 FaradayAvenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carisbadca.gov www.carlsbadca.gov EsGil Corporation In (PartnersHip witH government for (BuiUing Safety DATE: May 22, 2014 • APPLICANT ^JURIS. JURISDICTION: Carlsbad • PLANREVIEWER • FILE PLAN CHECK NO.: 14-0176.REV(PCR14-69) SET: II PROJECT ADDRESS: 2519 Palomar Airport Road Suite 101 PROJECT NAME: CYO Pizza add patio heaters to Awning expansion XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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: Josh Ayer at Studio MYID, 2926 Upas St. San Diego, CA, 92101 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: Josh Ayer Telephone #: 760 519 4446 Date contacted: (by: ) Email: josh@studiomyid.com— Fax #: Mall Telephone Fax In Person ^ REMARKS: The approved slip-sheets revised plan package is sheets 1-12.4 & P2 from Set II of PCR14-69 and the sheets E1 & E2 form Set I of PCR14-69 to be slip-sheeted into the approved Building Department plan check number 14^7^6 for approved complete revised plans. By: Glen Adamek Enclosures: EsGil Corporation 13 GA • EJ • MB • PC 5/16/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGii Corporation In (PartnersHip witfi government for (BuiUing Safety DATE: 5/1/2014 • APPLICANT ^JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 14-0176.REV(PCR14-69) SET: I PROJECT ADDRESS: 2519 Palomar Airport Road Suite 101 PROJECT NAME: CYO Pizza add patio heaters to Awning expansion I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's 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. XI The applicant's copy of the check list has been sent to: Josh Ayer at Studio MYID, 2926 Upas St. San Diego, CA, 92101 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: Josh Ayer Telephone #: 760-519-4446 Date contacted: ^ / i (byy^j^ Email: josh(gstudiomyid.com Fax #: v^Wlail vTelephone Fax In Person • REMARKS: By: Glen Adamek Enclosures: EsGil Corporation Kl GA • EJ • MB • PC 4/24/2014 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 Carlsbad 14-0176. REV(PCR 14-69) 5/1/2014 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 14-0176.REV(PCR14-69) PROJECT ADDRESS: 2519 Palomar Airport Road Suite 101 DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 4/24/2014 5/1/2014 REVIEWED BY: Glen Adamek FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? • Yes • No Carlsbad 14-0176.REV(PCR14-69) 5/1/2014 4. Please provide a copy of the complete set of approved drawings for the PATIO/AWNING EXPANSION permits package that this set of plan changes are to be slip-sheeted into. 5. The state licensed designers must sign each sheet of the drawings. Sheet 1-13.4 is not signed. 6. Please provide the cut-sheets and installation instruction for the proposed gas fired patio heaters. 7. Detail on the drawings the proposed gas heater clearances as per the cut-sheets and installation instruction for the proposed gas fired patio heaters. 8. Correct the gas line sizing calculations on sheet P2. The calculations show the proposed gas is rated at 1,100 CFH per cubic foot of gas. SDG&E natural gas is rated at only 1,000 to 1,040 CFH per cubic foot of gas. Please correct the CFH gas demands on the plans. Also, the new gas lines are undersized for the correct gas demands. 9. The plumbing floor plans show only 5 patio heaters. But the gas line sizing calculations call for 7 patio heaters. Please correct. 10. On the plans clearly show the revised fire sprinkler head clearances from the gas fire patio heaters. 11. Revised Electrical seems to be OK. 12. 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 Glen Adamek at EsGil Corporation. Thank you. Carlsbad 14-0176.REV(PCR14-69) 5/1/2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 14-0176.REV(PCR14-69) PREPARED BY: Glen Adamek DATE: 5/1/2014 BUILDING ADDRESS: 2519 Palomar Airport Road Suite 101 BUILDING OCCUPANCY: A2 TYPE OF CONSTRUCTION: V-B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance • Type of Review: • Complete Review $250.00 • Structural Only •Repetitive Fee ^ Repeats Based on hourly rate • Other ^ Hourlv EsGil Fee $100.00 Hrs. @ $200.00 Comments: hourly for 2 hours at $100.00 per hour Sheet 1 of 1 macvalue.doc + CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.eov DATE: April 23, 2014 PROJECT NAME: CYO Pizza PROJECT iD: SDP 09-05 PLAN CHECK NO: PCR 14-069 SET#: 1 ADDRESS: 2519 PAR APN: ^ This plan check review is complete and has been APPROVED by the Planning Division. By: \{y^ A Final Inspection by the Planning Division is required • Yes ^ No Vou may also tiave corrections from one or more of ttie divisions Hsted below. Approval from these divisions may be required prior to ttie issuance of a 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 APPROVAL has been sent to: josh@studiomyid.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PUNNING 760«02-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.eov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Grefiorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 Cindy Wong 760-602-4662 Cvnthla.Wong@carlsbadca.gov ^ Van Lynch 760-602-4613 Van.Lvnch@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Domlnic.Flerl@carlsbadca.gov Remarks: Outdoor heaters CYO Pizza patio. ^ CITY OF CARLSBAD PLftflj^JHECK REVIEVr^^r TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 05/29/14 PROJECT NAIVIE: CYO pizza PROJECTID: PLAN CHECK NO: PCR14069 (CB140176) SET#: II ADDRESS: 2519 PAR APN: • This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division Is required |EI 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. Plan Check Comments have been sent to: You may a/so have corrections from one or more of ttie divisions listed below. Approval from ttiese divisions may be required prior to ttie issuance of a building permit. Resubmitted plans stiould include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: TT-" :—;• .1 .• \ • •->—.•! —• • 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. Page 1 of2 THIS APPROVAL IS SUBJECTTO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 5/7/14 Calcana patio heater: Please indicate on the plans the clearance distance from combustibles per the manufactures spec sheets. Bromic Heater: Please show on the plans if a heat deflector is being used. Bromic Heater: Please provide on the plans the clear distance from combustibles as indicated on the manufactures spec sheets. DF Page 2 ofl Carlsbad Fire Department Plan Review Requirements Category: PCR , Date ofReport: 05-29-2014 Reviewed by: Name: JOSH AYER Adciress: Permit #: PCR14069 Job Name: CYO PIZZA: GAS & ELECTRIC TO Job Address: 2519 PALOMAR AIRPORT RD CBAD TNrfJ]^ TUTiFiTF Tin; ili'iii mw lm utj .uihmittnfl fnr rqvj^w is incnmplete At this time, this office camiot adequately conduct a review to determine i iiMilhi|iliri|y i||iiili'iii I milinl Please review carefully all comments attQ^hpr[ ]?Jgri"fi' 'i 11'init the necessary plans and/or specifica!itJIr9?«M^^^anges "clouded", to this office for re^ieJ»«^9l3approval. Conditions: Cond: CON0007254 [NOT MET] Calcana patio heater: Please indicate on the plans the clearance distance from combustibles per the manufactures spec sheets. Bromic Heater: Please show on the plans if a heat deflector is being used. Bromic Heater: Please provide on the plans the clear distance from combustibles as indicated on the manufactures spec sheets. Entry: 05/07/2014 By: df Action: CO Cond: CON0007320 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 05/29/2014 By: cwong Action: AP Carlsbad Fire Department APPLICANT COPY Plan Review Requirements Category: PCR, Date of Report: 05-07-2014 Name: Address: JOSH AYER Permit #:PCR14069 Job Name: CYO PIZZA: GAS & ELECTRIC TO Job Address: 2519 PALOMAR AIRPORT RD CBAD Reviewed by: 'DECEIVED WAV OS 2014 BUILDING OIVISIOM INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefiilly all conmients attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0007254 [NOT MET] Calcana patio heater: Please indicate on the plans the clearance distance fi'om combustibles per the manufactures spec sheets. Bromic Heater: Please show on the plans if a heat deflector is being used. Bromic Heater: Please provide on the plans the clear distance fi'om combustibles as indicated on the manufactures spec sheets. Entry: 05/07/2014 By: df Action: CO BROMIC HEATING Top quality performance and the looks to match Brushed stainless steel and a ceramic medium makes Platinum Smart-Heat'" Gas suitable for the most exclusive outdoor environments. Tinted ceramic transforms an otherwise obtrusive red glare emitted by traditional tiles into a soft glow, enhancing the overall experience and ensuring even heat distribution. Directional ceiling or wall mounts provides greater positioning versatility and heat coverage. T: 1 800 3011293 E: INFO(a)BROMICHEATINGCOM WLBROMLCHEATINGCOM (jSt\h' ITC^ BROMIC HEATING FEATURES: Universal Bracket for easy upgrading Easy-Pivot Arm Components Protected in stainless steel housing Electronic Ignition from remote-located swich rushed Stainless Steel Finish 5-Series Heats approx. 200ft 39,800BTU heating power ACCESSORIES • Ceiling poles (black electro plated): ' The dual-directional ceiling mount pole offers greater positioning versatility in larger open areas. • Dual or single heater mounting • 5 lengths to suit ceiling heights of 10.5', n.2', 11.8', 12.5' and 13' • Adjustable mounting bracket to suit most installations 90 csilins bracket with S'i tncrementifor VBfiwt C«it)n9 angles Dual-layer heat deflector:' Heat deflector allows for low-clearance installations 'All accessories sold separately 15.59" 29.76" 300 500 SPECIFICATIONS Model 300 500 Part no. LPG' BH0110002 BH0110004 Part no. Natural Gas BH0110001 BH0110003 Heat Deflector part no. BH3030001 BH3030002 Ceiiing Poles 5 pole lengths to suit ceiling heights of 10.5', n.2', 11.8', 12.5' and 13' (contact Eromic Heating for more information) Heat Output (on LPG and NG) 23.600BTU 39.800BTU Approximate area heated (feet-') 120ft-200ft-' Gas connection 1/2" NPT Female 1/2" NPT Female Electrical connection 110 Volt, 3-pin insulated plug 110 Volt, 3-pin insulated plug Dimension (WxDxH) 22.05" X 15.59" x 14.85" 29.76" X 15.59" x 14.85" Min. distance to combustible materials (without heat deflector)'' (with heat deflectori Sides 3 6' / 1100mm Min. distance to combustible materials (without heat deflector)'' (with heat deflectori Above (to ceiling). 3'6" / 1100mm Min. distance to combustible materials (without heat deflector)'' (with heat deflectori Above (to ceiling): V2" / 350mm Mounting height requirement to ground * 8' /2438mm Weight (ib) 331b 401b Must only be installpr by a 1 censed terhnirian Mi;5t complete Pte-lnsMHatior Checklist" before installing ' T>e tempei^ture will not exceed 65'C/M9°F aoc"* the ambient temp€fa;ure at soecified distance Please consult material manufacturer to* temperature ratings aixl suitability Bromic Heat ng takes no respa^sioility for material cctnpliarice -8' /2438rrim or maybe lower deoending oo .ocal regulations mm MINIMUM INSTALLATION CLEARANCES WITHOUT HEAT DEFLECTOR CEILING WITH HEAT DEFLECTOR (heat deflector required for low- clearance installations) 3'6" FLOOR 8' FLOOR BROMICHEATING.COM HEAD OFFICE: 1 Suttor Street, Siiverwater, Sydney NSW 2128 Australia NORTH AMERICA POSTAL: 13223 T: 1 800 301 1293 (within America) F: (858) 546-1388 E: info^bromicheating com SMART-HEATING Black Mountain Rd Suite 1305 San Diego, CA. 92129 W: www.bromicheating com INSTALLATION REQUIREMENTS CONTINUED... INSTALLATION CLEARANCES When selecting the installation location for the Platinum Series Heaters, the following mounting clearances should be followed. Care should be taken to ensure that the heater is not installed: • Where heat/ignition can cause damage to gas cylinders/ lines • Near other combustible materials • In open locations subject to rain • In indoor residential locations • In areas without sufficient clearances (refer below) Note: When Installing with No protective cover, the following installation clearances shall apply: Note: When installing with the Platinum Smart-Heat Heat Shield (Part No. 2620165 or 2620166) the following installation clearances Shall Apply: Minimum height to combustible materials Model A B C 300 Series 3ft 3ft 8ft 500 Series 3ft 3ft 8ft Minimum height to combustible materials Model A B C 300 Series 14" 3ft 8ft 500 Series 14" 3ft 8ft Note: Heater should be installed in such a way so as to allow adequate; Clearance around air openings to combustion chamber Clearance from combustible material Provisions for accessibility and clearance for combustion and ventilating air supply. SPECIFICATIONS General Specifications Ralinfl llnoul Natural and L P Gas) 0^4500 ft elevation. STANDARD SERIES Model MIn input (BTU/Hr) Max Length PH-40A 20.000 40.000 11.5 PH-50A 25.000 50.000 16.5' PH-75A 37.500 75.000 21.5' HIGH OUTPUT SERIES (palcnied) Model MIn Input (BTU/Hr) Max Length PH-40 HO .20.000 40.000 5' PH-75HO 37.500 75,000 10 Gas Pressure al ManKold Natural Gas 3.5-W.C. L P Gas 10 5-W C Gas Connection Size 0 5' N P T Gas tnlet Pressure: Gas Minimum Maximum Natural 4.S"W.C. M O'W.C. L P. 11.5-W.C. 14.0'W C Eleclrical Rating OSI Ignition 120v. 60H2. 1 Amps 24 volt low voltage On/Off - Modulating control panel Siandard Equipment Vanatile mput temperature contro) panel, rnodulating gas burner, low noise combustion air blower, visual burner inspection sight glass, air proving safety switch. 3.try spark Ignition control. 100% safety shut off vahres. 4' heal treated aluminized radiant emitter, aluminum reflector, heat economizer baffle, stainless steel hangers and burner-head, decorative grill, indicator light Stainless steel construciion on High Oulput Series. Optional Equipment -Elbow kit /180 degree U-Bend kit for PH-50 and PH-75 -Stainless Steel Radiant Emitter -24 Volt Electncal Supply CLEARANCE TO COMBUSTIBLES T: HORIZONTAL -I- Standard Relleclor Installation Type 1 (mches) 25 to 45'^^ TiK Installation Type 2 Input A II C 0 Input A B c D 40 •'. '2 34 IJ 40 .1 4 31 50 -; W 41 12 50 •1 4 35 28 75 A 15 46 1£ 75 4 4 40 31 40 HO ft U 41 ' 40 HO 8 4 2H 25 .". HO 1-;^ 4i' li 75 HO 4 3-^2 CALCANA DIMENSIONS E «ampl0 oi H muKiplft un>t inslaRalKm In Itvs mstimce Iwo unils Hf A used lo provide n comlodabte healing environment N4ofo uruli can De used to actiieve any length or configuraoon required. Calcana's <Ms'g/> evperr/ae ia offmrmd to alt cusromera ro ensure proper layout A pefformance. © All nghts reserved. No pari of this work herein may be reprodur:ed or copied in any form or by any means - graphic, electronic, or mechanical. Including pho- l(x:opytng. recording, taping or information storage and retrieval systems - without written ctxisent Irom CALCANA INDUSTRIES LTD The inftxmation heroin is current at the time of pnnling. but may be subject to change al any lime wilhoul notice. 2010 - CALCANA INDUSTRIES LTD PRINTED IN CANADA BY TOPLINE PRINTING CANADA Calcana Industries Ltd. 5507 - 6lh St. S.E. Calgary. Alberta, Canada. T2H 1L6 Tel: 403-777-0808 Fax: 403-777-0807 USA Calcana USA Ltd. 30245 Suite A. County Rd 49 Loxley, Alabama, 36551 Tel: 251-964-4400 Fax: 251-964-4404 1-800-778-6729 Website: www.calcana.com •mail: sales@calcana.com Distributed by: CommerGial a Residentia Infrared Patio Heating Systems Calcana Custom Patio Heating Solutions •MUSHROOM STYLE" CALCANA INFRARED HEATWAVE MORE FUEL na»Mt«i MORE HEAT Experience a Calcana Heatwave on your patio today! DESIGN FEATURES INCLUDE: SAFELY ENCLOSED FLAME: The flame is protected from wind and is located inside the Low Intensity Infrared Emitter Tube. This tube captures heat energy contained in hot flue gases and turns Ihe energy into comfort- able HEAT waves LOW CLEARANCE TO COMBUSTABLES: Can be safely Installed in localions wilh awnings SUM. NARROW DIMENSIONS: Easy to install in narrow, low overhead clearance locations; suitable for long, narrow slreel side patio localions. OVERHEAD DESIGN: No floor space is lost as unils hang from existing trellis or other overhead structures. Units can also mount to walls at an angle VARIABLE INPUT BURNER: Patent pending, variable input design provides the nght level of heat oulput for each location FOUR LENGTHS TO CHOOSE FROM: 5. 10. 15 & 20 foot lengths are available. Multiple unils can be grouped together to achieve any length required. CERTIFIED FOR OUTDOOR & INDOOR APPLICATIONS: Units are design certified to operate in outdoor environments, which include wind, rain, snow and temperatures as low as -40F. For indoor applications, the unils can be safely venled through the wall or roof EASY-LIGHT IGNITION SYSTEM: No pilot lights to ignite by hand, no valves to lum. no thermo- couples to replace By using a reliable, 3-Try, direct spark electronic, 100% safety shut off. ignition system, unils safely and consistently operate In all types ot weather with Ihe flick of a switch. LOCAL OR REMOTE CONTROL: Healers can be operated remotely, or controls can be located on the unils. LOW MAINTENANCE: No ceramic parts lo break, or replace No thermocouples to replace Emitter lubes do nol glow cherry red. therefore are nol fatigued to the point of premature failure. ECONOMICAL TO OPERATE: Highly efficient reflectors capture the radiant energy, and direct il lo the patio area. Heals more area with less fuel than any other style of patio heater HEAVY DUTY CONSTRUCTION: High quality matenals 4 workmanship eliminates metal fatigue and reflector warp or separation. Stainless Sieel options are available. NATURAL GAS OR PROPANE: Units available for use with either fuel PCR14069 2519 PALOMAR AIRPORT RD 5 ay '^h'y^. Final Inspection required by: • Plan • CM&I 1 SW 12 (ffU IP •ISSUED Approved BUILDING PLANNING ENGINEERING FIRE Expedite? nir.rrAi Fll ES Required? Y N i Health Fnrms/Fees Sent Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Speciai Inspection CFD: Y N LandUse: CFD: Y N LandUse: Density: ImpArea: PFF; Y N <-^mnionts Date Building Planning Engineering Fire Need?