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Home My WebLink About2775 CARLSBAD BLVD; ; CB152742; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-16-2015 Commercial/Industrial Permit Permit No: CB152742 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2775 CARLSBAD BL CBAD COMMIND Sub Type: COMM 2031430700 Lot#: 0 $33,423.00 Construction Type: 58 Reference# ST.MICHAEL'S: 290 SF EXPANSION TO EXIST NARTHEX. Owner: Status: ISSUED Applied: 08/21/2015 Entered By: JMA Plan Approved: 10/16/2015 Issued: 10/16/2015 Inspect Area Plan Check #: OCTAVI0/02ARCHITECTURE STE 8 ST MICHAELS-BY-THE-SEA EPISCOPAL CHURCH 1089 N PALM CANYON DR PALM SPRINGS CA 92262-4416 760-778-8165 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge.Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $303.73 $0.00 $212.61 $215.10 $0.00 $9.36 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2.00 $0.00 P 0 BOX 127 CARLSBAD CA 92018 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (31 04193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $855.70 Total Payments To Date: $855.70 Balance Due: Inspector: Fl NAL A~PR.O_V ~~ Date: ;;l. A (, · I b Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $49.00 $63.90 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $855.70 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-01-2015 Storm Water Pollution Prevention Plan {SWPPP) Permit Permit No:SW150330 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: Applicant: OCTAVIO 760-778-8165 Emergency Contact: ERNIE MELVIN 209-985-9991 2775 CARLSBAD BL CBAD SWPPP 2031430700 CB152742 ST. MICHAEL'S:290 SF ADD TO NARTHEX SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES Lot#: 0 Owner: Status: Applied: Entered By: Issued: Inspect Area: ISSUED 08/21/2015 JMA 10/01/2015 Tier: 1 Priority: L ST MICHAELS-BY-THE-SEA EPISCOPAL CHURCH P 0 BOX 127 CARLSBAD CA 92018 $48.00 $58.00 $0.00 $106.00 Total Fees: $106.00 Total Payments To Date: $106.00 Balance Due: L J . ;t (, . li~· _-rl. '·· GE ...... ------·-··--~·-~··· .-.--,~------~..--~ -=-·-· {i ~ "'"" "i! ""["'f: f)'": .;)!GNA! I.Pf-.,t .. -.. -·····--·~--·--···--·~··-.. ········~----- $0.00 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: PLANNING !ENGINEERING 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 SUITE#/SPACE#/UNIT# JOB ADDRESS 2775 CARLSBAD BLVD. CARLSBAD CA 92208 !]BUILDING Est. Value $108,714.00 Plan Ck. Deposit Date 08.20.2015 SWPPP APN 203 143 070 0 #BEDROOMS #BATHROOMS TENANT BUSINESS NAME OCC. GROUP ST MICHAEL'S BY THE SEA A-3 THE PROPOSED PROJECT CONSIST OF BUILDING A NEW 290 S.F. NARTHEX EXPANSION TO THE EXISTING 4,125 S.F. ST. MICHAEL'S BY THE SEA CHURCH. THE EXISTING UNCONDITIONED NARTHEX AREA IS 120 S.F. THE NEW UNCONDITIONED NARTHEX AREA WILL BE 410 S.F. AFTER COMPLETION. PATIOS (SF) NIA FIREPLACE YEsO AIR CONDITIONING N0!1Jl YES 0No!Z] FIRE SPRINKLERS YES0No!Z] APPLICANT NAME-FR. DORAN STAMBAUGH, RECTOR ADDRESS ADDRESS 2775 CARLSBAD BLVD. CITY CITY STATE ZIP CARLSBAD CA 92008 PHONE PHONE FAX 760.729.8901 NIA EMAIL frdoran@stmichaelsbythesea.org 1089 N. PALM CANYON DRIVE SUITE B CIT STATE ZIP PALM SPRINGS CA 92262 FAX 760.778.8165 760.406.7946 EMAIL Octavio@o2arch.com I Lance@o2arch.com STATE UC. # LICENSED ARCHITECT I CA C-26815 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law !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 civil penalty of not more than five hundred dollars {$500}). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [2!1 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. J-£w C~ 00~ ~ Gj Policy N~~-~---Expiration Date ..J.~,/'G.)..6"""_ __ ~- This section need not be completed if the permit is for one hundred dollars ($1 00) or less. ' 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, as provided for in of the Labor code, interest and attorney's fees. 2S CONTRACTOR SIGNATURE I hereby affirm that I am exempt from Contractor's License Law for the following reason: D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work): 2S PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes ./ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes ./ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes ./ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i} Civil Code}. Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and thatthe information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void ff the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if ilding or work authorized by s permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ~APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL/ FAX TO OTHER: J!S APPLICANT'S SIGNATURE FAX OCCUPANT (Listed above) OCCUPANT (Listed above) CO#: (Office Use Only) CA ASSOCIATED CB# NO CHANGE IN USE j NO CONSTRUCTION CHANGE OF USE j NO CONSTRUCTION DATE Inspection List Permit#: CB152742 Type: COMMIND COMM Date ___ l_~pecti~n Item Inspector Act --- 02/26/2016 89 Final Combo Rl 02/26/2016 89 Final Combo PO AP 01/05/2016 17 Interior Lath/Drywall PO AP 12/04/2015 84 Rough Combo PO AP 11/20/2015 17 Interior Lath/Drywall PO PA 11/19/2015 24 Rough/T opout PO AP 11/18/2015 84 Rough Combo PO NR 1 0/29/2015 11 Ftg/F oundation/Piers PO AP 1 0/28/2015 11 Ftg/Foundation/Piers PO NR 10/23/2015 11 Ftg/Foundation/Piers PO AP 07/23/2015 24 Rough/T opout PO AP Monday, February 29, 2016 ST.MICHAEL'S: 290 SF EXPANSION TO EXIST NARTHEX. Comments EMAILING CARD/FIRE@ 9:00 Page 1 of 1 "'~" ~ Cqy OF CARLSBAD Bundingoivision INSPECTION RECORD ~ IIIISPECTJON RECORD CARD WITH APPROVED PLANs IVIUST BE KEPT ON THE JOB 1i:J CALL BEFORE 3:30pm FOR NEXT WORK DAY INSPECTION 1i:J FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: .WWW.Carlsbadca.gov/Building AND CLICK ON -Request Inspection" DATE: tQ-\ (o-\b CB152742 2775 CARLSBAD BL ST. MICHAEL'S: 290 SF EXPANSION TO EXIST NARTHEX. COMMIND COMM Lot#: OCTAVI0/02ARCHITECTURE Required Prior to Requesting Building Final If Checked YES Planning/Landscape 76()-944-8463 Allow 48 hours CM&I (Engineering Inspections) 7 6D-438-3891 Call before 2 pm Fire Prevention 7 60-602-4660 Allow 48 hours ~ Q) s:::: s:::: co 0 en E co (.) ~ .c ""C Q) s:::: s:::: co 0 en DATE: 10/8/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2742 EsGil Corporation In (}!artnersliip witli government for CBui{aing Safety SET: II PROJECT ADDRESS: 2775 Carlsbad Blvd. PROJECT NAME: Replace Narthex forSt Michaels Church CJ APPLICANT CJ JURIS. CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: Telephone#: ) Email: Mail Telephone Fax In Person REMARKS: The notes clouded in red on sheet E1.1 of the approved plans from EsGil must be made to the city set of plans to make a 2"d set of approved plans. By: Chuck Mendenhall EsGil Corporation D GA D EJ D MB D PC Enclosures: 10/1/15 DATE: 9/3/15 JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2742 EsGil Corporation In !Partners nip witfi government for <Bui{aing Safety SET: I PROJECT ADDRESS: 2775 Carlsbad Blvd. PROJECT NAME: Replace Narthex forSt Michaels Church ~PLICANT ~~~RIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I:8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I:8J The applicant's copy of the check list has been sent to: Lance O'Connell, o2 Architecture e-mail D EsGil Corporation staff did not advise the applicant that the plan check has been completed. I:8J EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Lance O'Connell Telephone#: (760) 778-8165 Date contacted:~ i'3 (by~ Email: Otavio@o2arch.com or Lance@o2arch,com ~ail ~lephone Fax In Person D REMARKS: By: Chuck Mendenhall EsGil Corporation 0 GA rgj EJ 0 M B 0 PC Enclosures: 8/25/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Ca;rlsbad 15-2742 9/3/15 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 15-2742 JURISDICTION: Carlsbad OCCUPANCY: A-3 USE: church TYPE OF CONSTRUCTION: unknown ACTUAL AREA: 290 sf ALLOWABLE FLOOR AREA: no change STORIES: one SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 9/3/15 FOREWORD (PLEASE READ): HEIGHT: 9ft add'n only OCCUPANT LOAD: 35 ( Narthex Only DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/25/15 PLAN REVIEWER: Chuck Me:ndenhall This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 1 05.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 15-2742 9/3/15 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. 4. The cover sheet of the plans, sheet A0.1, indicates occupancy type is 'C'( religious). This is not consistent with the code. The addition to the church is an A-3 occupancy. 5. The fire sprinkler notation on sheet AO.O under General Project Information indicates sprinkler system NFPA 13D. this is a residential sprinkler system. The code requires sprinklers com pOly with NFPA 13. 6. The double exit doors '1' shown on the floor plans must be equipped with panic hardware. 7. Each sheet of the structural plans must be stamped and signed by the responsible design engineer. 8. The loading listed for new beam 100 is listed as DL=646# and LL=348#. See page 4 of the calc's. these are not the loads use for the ENERCALC input on page 7 of the calc's. 9. The lateral support at grid line 'A' as shown on sheet S1.1 is based on cantilevered columns HSS5X5X1/4. The lateral design along this line on page 15 of the calc's indicates" See Printout". What printout? The design of the columns using ENERCALC on page 20 of the calc's includes only vertical LL & DL. There is no lateral component applied to the column. 10. The design of the column base plate is based on a plate 21" X21" X 1". See page 23 of the design calc's. detail 9/S1.2 referenced on the foundation plan lists the base plates as %"X 12X12. Plans must be consistent with the design. 11. How did you arrive at the lateral load applied to the top of the HSS steel collumns as listed on page 23 of the calc's as 1.97K. where in the lateral design analysis do I find how you arrived at this load? 12. The design of the spread footing supporting the HSS steel columns must include the lateral moment applied at the base of the steel column. The design input on page 31 of the calc's includes only vertical LL & DL. NOTE: A complete structural review of the plans will be made after the items above have been addressed and the plans are signed by the design engineer. ' Carlsbad 15-2742 9/3/15 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 13. When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the followin!~ requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • The path of travel shall include the existing parking. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. Show on the plans the path of travel to the rerst rooms serving the area c,f remodel. Show that these rest rooms comply with the following: 14. Show that passageways leading to sanitary facilities have required clear access widths. Show that all doorways have: a) ~32" clear opening. b) A clear area: i) ~60" in the direction of the door swing. ii) ~44" away from the direction of door swing. 15. Note that the doorways leading to sanitary facilities shall be identified, per Section 11 B- 703.7.2.6, as follows: a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle%" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 5B"-60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities. 16. Show that the accessible rest room is to be provided with a 60" minimum di1ameter clear space measured from the floor to a height of 27 inches. Section 11 B-304.3. NOTE: Doors (other than the door to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 11 B-603.2.3. 17. 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: Carlsbad 15-2742 9/3/15 a) ;:::60" diameter. b) AT-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. 18. Show that the water closet is located in a space which provides: a) 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). b) 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. / \ \ f I Carlsbad 15-2742 9/3/15 .......,~~~··C::W!A:FtOORSPI'ICE ~~ MtliNW~ItfiSF'AtE • (a) CI.URANCES AT WAfeR CLOSiT 19. Doors may swing into the restroom as long as there is a clearance of at least 30" x 48" beyond the swing of the door. Section 11 B-603.2.3. • RESTROOM FIXTURES AND ACCESSORIES 20. Show, or note, on the plans that the accessible water closets meet the following requirements, per Sections 11 B-604.4 and 11 B-604.6: a) The seat is to be ~17" but ~19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be ~44" above the floor. 21. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11 B-605: a) The rim of at least one urinal shall: i) Project at least 13% "from the wall. · ii) Be ~17" above the floor. b) The control mechanism is to be located ~44" above the floor. c) ~30" x 48" clear floor space is provided in front of the accessible urinal. i) 36"x48" clear floor space when the urinal is located in an alcove that exceeds 24" in depth, per section 11 B-305.7.1. 22. Show that accessible lavatories comply with the following, per Section 11 B-·606: a) ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is ~34" maximum above the floor. d) ~29" high, reducing to 27" at a point located 8" back from the front edge. Carlsbad 15-2742 9/3/15 e) ;:::9" high x 30" wide and 17" deep at the bottom. f) Hot water pipes and drain lines are insulated. 23. Show that grab bars comply with the following, per Sections 11 B-604.5 and 11 B-609: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" -36" above the floor, and parallel. c) Grab bars at the side shall be located: i) Be ;:::42" long with the front end positioned 24" in front of the stool. ii) Total length of bars at the back shall be ;:::36". d) The diameter, or width, of the grab bar gripping surface is ;:::1 %" but :52", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 Y2". END OF ARCHITECTURAL & STRUCTURAL REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Chuck Mendenhall at Esgil Corporation. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 1. Include on the electrical plan sheet E.1 0 emergency light fixtures powered from two sources. Emergency light fixtures must be located in the Narthex and just outside tlhe double exit doors. 2. Include on sheet E1.0 the exit sign above the double exit doors as shown architectural sheet A4.0. ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS) 4. Please provide the addition envelope energy design. 5. All exterior lighting must be controlled by a photocell and an automatic scheduling control device. EM 130.2(c) 6. Shut-Off Controls: Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied. Include the control design. (A percentage of egress lighting is now included in the shut-off requirement). ES 130.1(c) Carlsbad 15-2742 9/3/15 Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ' Carlsbad 15-2742 9/3/15 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 15-2742 PREPARED BY: Chuck Mendenhall DATE: 9/3/15 BUILDING ADDRESS: 2775 Carlsbad Blvd. BUILDING OCCUPANCY: A-3 BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Narthex 290 City Est 108,714 Air Conditioning Fire Sprinklers TOTAL VALUE 108,714 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance $658.011 Plan Check Fee by Ordinance $427.711 Type of Review: Complete Review D Structural Only 0Repetitive Fee ..,... Repeats D Other 0 Hourly EsGil fee 1------tl Hr. @ • $368.491 Comments: In addition to the above fee, an additionalfee of $43 is due. (T/2 hour@ $86/hr.) for the CaiGreen review. Sheet 1 of 1 macvalue.doc + City of Carlsbad PLAN CHECK REVIEW TRANSMITTAL DATE: PROJECT NAME: MICHAELS THE SEA PLAN CHECK NO: 1 SET#: 1 ADDRESS: VALUATION: SCOPE OF WORK: Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www .carlsbadca.gov PROJECT ID:CB152742 DR APN: """'"""" .... """' This plan check review is complete and has been APPROVED by: D LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection 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: Linda Ontiveros 760-602-2773 ValRay Nelson 760-602-27 41 VaiRay.Marshall@carlsbadca.gov Remarks: ST MICHAELS BY THE SEA ADDITION PlAN CHECK NO# 1 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: , North arrow Driveway widths Existing & proposed structures Existing street improvements Property lines (show all dimensions) · Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: 1 Easements DWG No. Right-of-way width & adjacent streets Show on site plan: I Drainage patterns and proposed site elevations. Show all high points. :Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining •• 1 street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". 1 Existing & proposed slopes and topography 1 Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address Assessor's parcel number 1 Legal description/lot number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: BLK 6 OF MAP 775 Subdivision/Tract: Reference No(s): E-36 Page 2 of 6 REV 6/01112 ST MICHAElS BY THE SEA ADDITION PLAN CHECK NO# 1 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE • Project does not comply with the following engineering conditions of approval for project no.: 3. DEDICATION REQUIREMENTS • Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24 000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: · Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: Page 3 of 6 REV 6/01112 ST MICHAELS BY THE SEA ADDITION PlAN CHECK NO# 1 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. i Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. No grading permit required. Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS :RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work ·adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: Page 4 of 6 REV 6/01/12 ST MICHAElS BY THE SEA ADDITION PlAN CHECK NO# E-36 7. STORM WATER Construction Compliance 1 Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. · Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. 1 Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). Project needs to incorporate low impact development strategie~s throughout in one or more of the following ways: 1 Rainwater harvesting (rain barrels or cistern) Vegetated Roof · Bio-retentions cell/rain garden · Pervious pavement/pavers Flow-through planter/vegetated or rock drip line ' Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape . Other: Page 5 of 6 REV 6/01112 ST MICHAElS BY THE SEA ADDITION PLAN CHECK NO # 1 Attachments: E-36 8. WATER METER REVIEW 9. FEES Domestic (potable) Use What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", e~xcept where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be%". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Permit No. Permit No. Project built after 1980 Impervious surface > 50% Impact unconstructed facility yes yes yes yes :no Fire sprinklers required Upgrade No fees required :yes yes no (is addition over 150' from center line) 10. ADDITIONAL COMMENTS Engineering Application Storm Water Form Right-of-Way Application/Info. Reference Documents Page 6 of 6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: Sq.Ft.!Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: EDU's: EDU's: EDU's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft.!Units Sq.Ft./Units Sq.Ft./Units ADT's: ADT's: ADT's: Within CFD:. 'YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: • iNW QUADRANT • NE QUADRANT JSE QUADRANT L~~.W QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: IX FEE/ADT: I=$ 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 ,DIST.#3 (USE SANDAG)ADT'S/UNITS IX FEE/ADT: I=$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: IX FEE/SQ. FT./UNIT: I=$ 5. SEWER FEE EDU's IX FEE/EDU: I=$ BENEFIT AREA: EDU's IX FEE/EDU: I=$ 6. DRAINAGE FEES: PLDA: •· ._.HIGH MEDIUM :Low ACRES: IX FEE/AC: I=$ 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL W CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov· STORM WATER COMPLIANCE CERTIFICATE v' My project is not in a category of permit types exempt from the Construction SWPPP requirements v' My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). v' My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) v' My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 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 • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. /'""'"' io/f~ DATE . E-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF PROJECT INFORMATION Site Address: 275 CARSLBAD BLVD CARLSBAD CA 92208 Assessor's Parcel Number: 203-143-070-0 Project ID: _REPLACE NARTHEX ST MICHAELS Construction Permit No.: 15-2742 THE CITY ENGINEER AFTER EACH RUN-OFF Estimated Construction Start Date 09.30.15 PRODUCING RAINFALL. /'). 3. THE OWNER/CONTRACTOR SHALL INSTALL Project Duration . Months ADDITIONAL EROSION CONTROL MEASURES -"'-• AS MAY BE REQUIRED BY THE CITY \ Emergency Contact: _ , ENGINEERING OR BUILDING INSPECTOR DUE\ .... / . lli f ~ ~ TO UNCOMPLETED GRADING OPERATIONS OR Name: {::_;viii t (...., / V{ ~ V• "'1/ ~ UNFORESEEN CIRCUMSTANCES WHICH MAY ! t~ . l"'r,c " ARISE. j 24 hour Phone: .2 b q · ")$' '5 -IL. '-( 4. ALL REMOVABLE PROTECTIVE DEVICES SHAL~ BE IN PLACE AT THE END OF EACH WORKING I DAY WHEN THE FIVE (5) DAY RAIN I PROBABILITY FORECAST EXCEEDS FORTY I PERCENT (40%). SILT AND OTHER DEBRIS 1\ SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Perceived Threat to Storm Water Quality 0 Medium ~~- If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By:---------- Date:--------- REV 4/30/10 STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: lXI Building Permit 0 Right-of-Way Permit D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* Patio/Deck I:Jhoto Voltaic Re-Roofing :Sign :Spa-Factory :Sprinkler Water Discharge No Threat Assessment Criteria D My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threaf' assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria D My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stoc~:piling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or mane of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 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 • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April :30). Tier 3 -Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, D My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water dischargB(s). I certify to the best of my knowledge that the above checked statements are true and correct. 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 permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Project Address: Assessor Parcel No. 2775 CARLSBAD BLVD. CARLSBAD CA 92208 203-143-070-0 Dalil: 09.30.2015 ProjectiD: I:IYES I:INO Page 1 of 1 Rev.03/09 ~··CITY 0 F C RLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. 1. Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets uidance? 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? YES NO X X If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. If you answered "no" to both questions, then go to Step 2. E-34 Page 1 of3 Effective 6/27/13 4f ,,~ \~~ CITY 0 F CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www .carlsbadca.gov To determine if your project is a priority development project, please answer the following questions: 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development rojects on public or private land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development rojects on public or rivate land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption. 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking Jot is a land area or facili~r for the tempora parkin or stora e of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA i.e. not commingles with flows from adjacent lands).* 8. Is your project a new development that supports an automotive repair shop? An automotive repair sl"wp is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 1 00 or more vehicles er da . 1 O.ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? YES NO X X X X X X X X X X 11.1s your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of x impervious surface or (2) increases impervious surface on the property by more than 10%? If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" bc>x and complete applicant information. E-34 Page 2 of3 Effective 6/27113 :::~l~i,;'> "\"~ 'C I T Y 0 F CARLSBA STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Does the redevelopment of impervious surface in an amount of lelss than 50% of the surface area If you answered "yes, the structural required for Priority Development apply only to the creation or replacement of impervious surface and not the entire development Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check meets PDP box and information. My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply 1!1Vith additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project Refer to SUSMP for details. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box 2775 CARLSBAD BLVD. CARLSBAD CA 92208 Accessor's Parcel Number(s): 203-143-070-0 Applicant Name: o2 Ar~hitecture . Applicant Title: Date: 09.30.2015 This Box for City Use Only City Concurrence: I YES I NO I I By: Date: Project ID: *Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the Statte Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of3 Effective 6/27113 Erosion Control Tracking Non-Storm Water Waste Management and Materials BMPs Sediment Control BMPs Control Management BMPs Pollution Control BMPs BMPs c c c E E 0 ""0 0 0 "" Q) ""0 Q) c 13 t5 c Cl co E c E ""0 "' 0 c ·E co c co 2 2 :.0 0.. Q) .2:! co "' E (i) ~ ·::; ~ co Cl a; Ci)"' Ci) c Cl "' .2:! :2 Cl ""OQ) c c 2: ·;:: :;:: c:r .~ co c ~1 c-0.. Q) c 0 Best Management Practice c co ~ ·a. .E c"' UJ c "'-ciS :c "' !.:! OJ -0 Q) 0 Q) '-' ~ co "" u ~5i (BMP) Description ~ c E Q)Cl co c 0'-0 "' ""0 03 Q) :2 c "' u ~(f) -~ I-.!!2 Cl ~ ·~ OJ ·m c ~~ c u c "' ~.~ ~J Q) :; g c: co co -g~ 0"' ~g 0 ::J .2:!~ -"' "' 0 ~ cc Cl J:::o Q) ~ :2 (50> 0 Q) IJ)l:: co L..Jts ,.§1~ .~;;: '2 .~ .512 Jj (ij ·a. -e ~ c co Q) E -"' ~ -:::> .0 <n= ·;:: 0.. ~ ""0 .s::.c Q) LL u a; Q) :::> ""0 E.s:! :se =-o Q)-.0 ~ -"' co u C1l 0 0.. :.0 .0 co -~ co ·-co u -e·-Q) !.:! !!! u c .s::Q) !11 c c Q) ~ co !.:! 0 -Q) .s::. .0 -co co .se COOl b5& ~tt 0 ~u a ·a. 0 C1l '-' UJO U5 i:i5 (/) 0 u: '-' (f)> (/) (1)0.. U5.E 0.. :2 (/) :c 0:2 CASQA Designation ~ 1';-co q> ..... ..... ~ "'i :z :z ~ "? 0 ..... ~ ..... <? J; "? ~ t;J <? "'i "( <l? "? c.) ..... uJ ..... ~ ch 0 0 c.) UJ UJ uJ (/) (/) ~ ~ ~ :2 ~ ~ UJ UJ UJ (/) (/) (/) (/) (/) (/) (/) I-I-z z z z $ Construction Activity UJ (/) Grading/Soil Disturbance I~ Trenching/Excavation X X Stockpiling Drilling/Boring I~ Concrete/Asphalt Saw '(.. cutting 1-K. Concrete flatwork :r.. X. Paving Conduit/Pipe Installation .~ .. I'lL Stucco/Mortar Work X X ':{;, I~ Waste Disposal '}( IX Staging/Lay Down Area "X: Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other(list}: Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4/30/10 PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Planning Division 1635 Faraday Avenue {760) 602-4610 www.carlsbadca.!2"ov DATE: 10/9/15 PROJECT NAME: St. Michael's by the Sea PROJECT ID: RP 15-12 PLAN CHECK NO: CB152742 SET#: ,.ADDRESS: 2775 Carlsbad Blvd APN: 203-143-070 ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Austin Silva A Final Inspection by the Planning Division is required 0 Yes ~No You may also have corrections from one or more of the divisions lisb~d below. Approval from these divisions may be required prior to the issuance of a buildJ'ng 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: octavio@o2arch.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602~4610 D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Austin Silva 760-602-4631 Austin.silva@carlsbadca.gov Remarks: ENGINEERING 760-602-2750 .. RIRE PREVENTION 760-602-4665 ~~··· 'W CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 10/5/15 PROJECT NAME: narthex PLAN CHECK NO: cb152742 SET#: II PROJECT ID: ADDRESS: 2775 cbd Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov APN: 1:8:1 This plan check review is complete and has been A~!!lil~io by the fire Division. By: cwong A Final Inspection by the Division is required ~Yes D INo D 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 octavio@o2arch.com &USPS You may also have corrections from one or more of the divisions list~~d 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: D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros ~ Cindy Wong 760-602-4675 760-602-2773 760-Ei02-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-Ei02-4664 Dominic.Fh~ri@carlsbadca.gov 10/5/15 **APPROVED: Page 1 of3 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. ***Bubble All Changes*** 1. Provide OL calculations and MOE plan. 2. One set of doors are being omitted-sliding doors are not considered viable egress doors. 3. Sheet A1.0: There is a note that says hardware is to be determined later. Clarify type of hardware or at a minimum the minimum CFC/CBC standards. 4. Sheet E1.0: Include both new and existing EM lighting. It shall meet the following requirements: The power supply for means of egress illumination shall normally be prc&vided by the premises' electrical supply. This shall be for a duration of no less than 90 minutes and be placed in accordance with §1006.3 CFC 2013 edition. Make changes to~ illustrate compliance. The means of egress, including the exit discharge, shall be illuminated c;1t all times the space served by the means of egress is occupied. The means of egress mumination level shall not be less than 1-foot candle at the walking surface. CFC 1006.2, 2013 edition. Both existing and new exit signs shall be illuminated internally or externally at all times. Illumination shall be provided by emergency back up power for a duration not less than 1 1/2 hours in case of power failure. Indicate on reflective ceiling AND el1ectrical sheets. CFC 1006.3, 2013 edition. 5. Sheet AO.O:State Occupancy type per CBC,2013 edition. "C" is not a recognized type. 6. Sheet AO.O: Clarify why this building has a 130 system. 7. Add the following or similar note: Page 2 of3 "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; ine!rtjhalocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" Fire Sprinkler systems per CFC 903,2010 and NFPA 13,2013 Fire Alarm per CFC 907 and 907.2,2010 and NFPA 72,2013 Page 3 of3 Carlsbad Fire Departrnent Plan Review N~une: /\ddrt'i~s: Requirerrumts Category: COMMfND , COMM OCTA Vl0/02ARCliiTECTURE sn:s s 1()89 N PALM CANYON DR PALM SPftlNCiS CA 92262,.4416 Job Nmne: Job Address: S'TJvHCHAEL'S: 290 Sf EXPANSION 2775 CARLSBAD BL CBAD INC · · •v'ewis_incomplete. At this time, this oftice cannot adequately concllwt a review to determine compliance with tl .. ~ . ~~!ee review carefully all comments attached. Please res necessary plans and/or specifications, ~~'clouded", to this oflke for review and apQr,. · · . Cond: CON0008536 [NOT MET] l, Provide OL calculations and MOE plan. 2. One set of doors EU'e beh1g omitted ~ sliding doors a.re 11.ot com;idered viable egress doors. 3. Sheet ALO: Ther~~ is a notethat says hardware is to be determined later. Cbu·ify type of hardware or at a minirrmm the minimum CFC/CBC stand~lrds. 4. Sheet El.O: Include both new and existing EM lighting. It sh~:tllrneet the follo\v:ir1g r·equirern~nts: The pow~~r supply for means of egn~ss illuminati<m shall normally be provided by the prernises' electricttl supply. This shall be for a duration of no less than 90 mimnes and be placed in accordance with § 1006.3 CFC 2013 edition. Make changes to illustrate compliance. The means of egr~ss, including the exit discharge, shall be illuminated at aU times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 ~foot candle at the walking surface. CFC 1006,2, 2013 edition. Both existing and new exit signs shall be illuminated internally or externally at all tirnes. Illumination shall bt) provided by emergency back up power for a duration not less than 1 1/2 hours in case of power failure. Indicate on ref1ective ceiling AND electrical sheets. CFC 1006.3, 2013 edition. 5. Sheet AO.O:State Occupancy type per CBC,2013 edition. "C" is not u recognized type. 6. Sheet AO.O: Clarify why this building has a 13D systern. 7. A.dd the following or sirnilar note: "(Ifrequired) Cmnplete plans and specifications tor fire alann systems, fire extinguishing systems, including autmnatic sprinklers HJ'ld wei and dry standpip~es; inert/h~tlocarbott syster.t'ls and other special types of automatic fire prot~ction systems and appurtenances thereto shall be submitted to Carlsbad Fire Departrnent for review and approval PRIOR to installation. (CFC 901.2)'' Fire Sprinkler systems per C'F'C 903,2010 and NFPA 13,2013 Fire Alarrn per CFC 907 and 907.2,20 1 0 and NFPA 72, 2013 Entry: 09/04/2015 By: ewong Action: CO Cond: CON0008586 [MET] **APPROVED: TIIIS 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. TI~ns APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 10/05/2015 By: cwong Action: AP STRUCTURAl DESIGN CAlCULATIONS ENTRY EXTENSION ST. MICHAEL'S BY-THE-SEA EPISCOPAL CHURCH 2775 CARlBAO BlVD CARLSBAD, CA 92008 TABLE OF CONTENTS Section 1 ~-Calculation Objective/Purpose Section 2 --Design Basis Section 3 ~-Analysis and Design Project No: 15-1050 Revision No: B Issued For: Arch Comrn c PCC Dated: 6/2/2015 9/11/2015 1. CALCULATION OBJECTIVE /PURPOSE This calculation booklet is for structural calculation for Extension of Entry at the referenced church in Carlsbad, California 2. DESIGN BASIS A. Codes and Standards: CBC 2013 (IBC 2012) AISC 13th Edition ASCE 7-10 AO 318-11 B. Materials Steel Fy = 50 ksi ASTM A-992 WF, WT Steel Fy = 46 ksi ASTM A-500 Gr B HSS Steel Fy = 36 ksi ASTM A-36 All other shapes and plates High Strength Bolts = ASTM A-32SN Anchor Bolts = ASTM A307 Gr 36 Gafvanised Electrodes = E70XX Concrete f'c = 2500 psi minimum; 3000 psi foundations C Foundations Site Class -D { Values below to be used if there is no Soils Report) Spread Footings/Mats Bearing Capacity--1500 psf with 1/3 increase for wind/seismic Passive pressure --225 pcf Coefficient of Friction --0.35 Subgrade modulus --200 psi/in D. Soils Report Soils Report By: None Available Code Minimums used in this project E. Wind Speed 123mph (Conservative) GRAVITY ANALYSIS: FOR HEADER SIZES, SEE STANDARD DETAIL SHEET Roof DL = 20 psf; LL = 20psf ~~~..;..p_an ____ +,~~/;...h_l ____ -+,~~/-h-2 ___ ---ll:idtn Rafters R1 14.5 0.0 Beam 100 Load computations Taqtt 100 101 Wall DL (12psf x 3'-6") = Low Roof Dl = 20psf x 8.5ft) = Low Roof Ll = 20psf x 8.5ft) = Total DL= Total Ll = Span 24.0 24.3 Load Width Load above 7.0 0.0 5.0 42.0 plf 168.0 plf 168.0 plf 210.0 pif 168.0 plf 8.0 1.3 2 x 12 DF #2 Use 5.125 x 15 GLB (24F-V4-DF/DF) 6. 75 x 12 GLB (24F-Y4-DF/DF} Wood Beam Description Roof Rafters CODE REFERENCES Calculations per NOS 2012. IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: IBC 2012 ..... Material Propf:!rtiE!~ Analvsis Method : Allowable Stress Design Load Combination lBC 2m2 Fb. Tension Ft~-Comor =c. Pril 900.0 psi 900 Ops1 E · Modulus of Elasti.::itv Wood Species Wood Grade Beam Brac1ng 'f Applied Loa(fs : Douglas Fir -Larch ·No.2 Beam is Braced Beam self weight calculated and added to loads r=c;. Fv Ft lateral-torsion buckling y Span"' 14.50 It 1.350.0 625.0 180.0 575.0 psi y Uniform Load· 0 "() G20 Lr = 0.020 Tributary Width= .330 't iRoofl DESIGN SUMMARY Maximum Bending Stress Ratio Section used for th1s span fb: Actual 1 2x12 Ma>nmum Shear Stress Ratio Section used for this span fv. Actual F8 . Allowable 900.00pS1 Fv . Allowable Load Combination Location of max1mum on span Span# where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 7.25Dft 0 093 m 0.000 m 0200 Ill 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Lengm Span# M '·/ "*'D4i Length= 1450 It 0 336 0095 t 000 100 +D+L+H 1.000 100 Length = 14.50 ft 0 336 0.095 1000 1,00 +D+Lr*H 1.000 1.00 Length "' 14 50 ft 0 631 0.179 1.000 100 +D+S+H 1000 100 Length" 14.50 ft 0.336 0.095 1.000 100 +D+G750Lr+D750L +H 1000 t.oo Length = 14.50 ft 0.557 0.158 1000 100 +D+G.750L +D750S+H 10.00 lOG Ra!io = Ratio= Ratto= Ratio= Cm 100 tOO 100 100 100 tOO 100 1.00 100 1.00 tOO 100 tOO 100 too tOO 1JJG 100 1 JD 100 Load Combination Location cf maximum on span # whe:e mzwmum occurs <360 <180 Moment Values ,, CL tv1 fb L 100 1X10 080 302.76 100 100 100 100 0.80 30276 tOO 1.00 100 100 t50 567.89 toe tOO 100 tOO 080 302.76 1.00 1.00 tOO 1,00 132 501.61 ~ ~ GJ Ebend-xx '1 ,600.0ksi Eminbenc-xx. 580.0ksi F't· ~i 0.00 0.00 900.00 019 0.00 0.00 :100.00 0.19 0.00 0.00 ~)00 00 0.36 0 00 0.00 HOO.CO 0.19 000 0.00 900.00 0.32 0.00 0.00 32.210pd • ru :1 2x12 32.16 psi 180.00 psi +D+Lr+H G.OOOft Shear Values tv Pv 0.00 0.00 !7.15 180.00 0.00 0.00 17.15 180.00 0.00 0.00 3216 18000 0.00 0.00 17.15 180.00 coo 0.00 28.41 180.00 0.00 OOD ,Wood Beam Roof Ratters Load Combination Max Stress Ratios Span# M V 1 0.095 Length= 14.50 fl 0.336 0.095 +0+070E+H Length= 14,50 tt 1 O<l36 0 095 +0+0.750Lr+O. 750L +0.450W+H Length: 14.50 ft 1 0.557 0 158 +0-t0.750L +0.7508+0450\N+H Length = t 4.50 ft 1 0.335 0 095 +D+J.750L +0.7508+0 5250E+H Length-"' ~450ft 1 0.336 0.095 +D 60D+O 60W+0.60H Length"' 14.50 ft 0 202 0.057 +0.60D+070E+D.60H Length"' ~450ft 1 0.202 0.057 Overall Maximum Deflections Load Comtltnation Vertical Reactions L.oad Combination overalfMAxliiium OveraH MINimum +D+H +D+L+H +D+Lf.,.H +D+S+H +D+0.750Lr+0.750L +H +0-tO. ?50L -tO. 750S+H +D-t0.60W+H +D+070E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+G.750S+0450W+H +D+0.750L+0750S+fJ525E+H +D.60D+0.50vV+0.50H +0 500+0 70E +i) SOH DOnly LrOnly L S Only WOnly EOnly H Only Span Support i ....... 0413 0 132 0220 0.220 0413 0.22[) 0.365 0.220 0.220 0.220 0.365 0.220 0220 0.132 0_220 0.193 c ,~ c, '-~' l 1.000 tOO 1.00 1.000 1 JO tOO 1.000 1.00 100 1.COG 100 1.00 1.000 uo 100 1.COG 100 100 1 000 100 100 1.COO 100 1.00 1.COC tOO 100 1.000 1.00 i 00 1.00() 100 100 1000 too 1.00 1.00G i 00 i.OO 1.000 100 100 1 coo 100 100 Max. Del' Locat!Or in Span Support2 6~413 0.132 0220 0.220 0413 0.220 0.365 0.220 0220 0 220 0365 0.220 0.220 0.132 0.132 I) 220 0.183 Moment Vaiues Shear Values m c t r M VL fb F'b \j r• F'v 100 100 1 00 0.80 302.76 900.00 O,l9 17,15 180.00 100 1 00 100 0.00 0.00 0.00 00[) tOO l 00 1.00 0 80 302.76 900.00 0.19 17 j5 180.00 '1,00 tOO 1 00 0.00 0.00 0.00 0.00 tOO 100 100 OJ30 302.76 900.00 ()49 17.15 180.00 100 !()0 1,00 0.00 0.00 0.00 0.00 i 00 tOO tOO 1.32 501.51 900.00 0.32 28.41 '!80.00 tOO 1 00 100 0.00 0.00 0.00 0.00 1.00 lllO 100 [)80 302 75 900.00 0.19 17.15 18000 1 00 tDO 100 0.00 0.00 0.00 0.00 1 00 100 -1DO 0.80 30276 900.00 0 .. 19 17.15 113000 100 too 100 0.00 000 0.00 000 HlO '1.00 1.DD 048 18165 :JODDO 0.12 '0.29 18000 100 1.00 100 ODO 0.00 0.00 000 1 00 too 1 OD 048 18Hi5 900.00 0 12 10.29 18000 Max. ··+'' Def\ Loca1ion in Span notation Far ieflis # 1 Values in KIPS Wood Beam Description : Plan ChecK Revtsed!DO CODE REFERENCES Calculations per NOS 2012, [8C 2012, CBC 2013, ASCE 7-10 Load Combrnation Set: lBC 2012 Material e~e>P~i"t;ies Method A1!owable Stress Combination JBC 2012 Fb ·Tension Fb· 2,400.0 1,850.0 ,650.0 ps; 650.0 psi 265.0 ps; E .. lv1oduius of Elasticity Wood S;:,ec1es Wood Grade Beam Applied Loads . DF/DF : 24F-V4 Beam IS Braced Beam self weight calculated and added to loads Fe. Prli Fe. Perp Fv Ft lateraHorsion 5 i25xf5 Span"' 240ft Uniform Load 0 =D. 1680. Lr ~ O.i680. Tribularv \i\lidth" tO !Roof! Uniform Load: 0 = 0.0420, Tnbutarv Width"' 1.0 lt Eoe!Jd-xx. 1 ,800.0ksl Eminbend. xx 930.0 ksi Eoend· vv 1 .600.0ksi Emi~>bend yy 830 o ksi 1100.0 Density 32.210pcf DESIGN SUMMARY mt;f"UWi'*J: 11111. Maximum Bending Stress Ratio Section used for this span fu Actual FB : Allowable Load Combination Location of maximum on soan Span# where maximum occurs Maximum Deflection Max Downward L +Lr+S Deflec:l!on Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 5.125x15 1.776.64psi 2,315.91 psi +D*-l. .. ..r+H 12,00Gft 0.486 in 0.000 in 1.144 in 0.000 in Maximum Forces & Stresses for Load Combinations Load Combinat;on Max Stress Ratios Segment Length Span# M V' c! +{)+H Length"' 24.0 ft 0.441 Q_180 0 965 100 +D+~~+H 0 965 100 Length= 240ft 0441 0180 0965 1.00 +D+Lr+H 0965 1 00 Length= 24.0 ft o~,..,..,. .101 0.314 0 965 1 00 +D+S+i-l 0965 tOG Length = 24.0 ft 0.441 0.180 0.965 1 00 +!}+0 750Lr+0750L +H 0.965 1.00 Maximum Shear Stress Ratio Ratio"' Rat1o"' Ratio= Rallo"' Cm 1.00 .00 100 .00 100 .00 100 .DO 100 .00 100 .00 1 DO .DO 1.00 .00 Section used for this span fv: Actual Fv • Allowable Load Cornbmallon Location of max1mum on span #where maximum occurs <360 <180 Moment Values M tb 100 100 16.36 t02138 100 teo 100 1.00 1636 1,02138 100 100 100 1 00 28.45 t77GJ34 100 100 tOO tOO 16.36 1.G21J8 1{10 100 Lengtt1 ;;; 24.0 ft 0.686 11280 0865 1.00 .00 25 4~ 1.587 83 F'b 000 2315.91 0 00 2:l15 91 000 2315.91 0.00 2:l15.91 0 00 231591 {L3i4 : 1 5.125x15 83.08 psi 265.00 psi +D+Lr+H v 0.00 2 45 O:JO 245 MO 4.26 0.00 2.45 0.00 181 0 OOOft Span# 1 Shear Values tv Fv 0.00 0.00 47.76 265.00 0.00 0.00 47.76 26500 000 0.00 83,08 265.00 0.00 0.00 47.76 265.00 0.00 0,00 74.25 265.00 Wood Beam Description : PJ<m Check Revised100 Load Combination Max Stress Ratios M V Length = 24 .0 ft i 0.441 0.180 "D+060W+H Length"' 24.0!: 0 44 i 0 180 +D+D.?OE+H Length= 24.0 ft 0.441 0.11.10 +D+D750Lr+() 750L +0450W+H Lengtr. "24 0 It 1 0 686 0.280 •D+0.750L ..0. 7508+0.450\l'v+H Lengtr "24.0 fl 1 0.441 0.1 BO +0+0.750L+0.750S+().5250E+H :..erg!h "240ft 1 0.441 0.180 +() 500..0 50W+0.60H Lergth,24.0fl 0.265 0.108 +0.50D+070E+0.60H Length= 24.0 ft 1 0 265 0 108 Overall Maximum Deflections load Combination Vertical Reactions Loan Combination overaiCMAximum Overafl MINimum +D+H +D+l+H +D+Lr+H +D+S+H +D+0750Lr+0750L +H +D+075DL +0750S+H +D+0.60W+H +D+0.70E+H +D+'J.750Lr+{l,750L +0450\.Y+H +D+O 7 50L +(). 7508+0.450VV +H +D+<J?50L +07508+0 525E+H +0.60D+0.60W-rlJ.60H +() 60D+070E..O SOH DOniy Lr Only L Only S Only W'Only E Only H Only Span Support 1 4.142 1.636 2726 2726 4.742 2.726 4 238 2.726 2.726 2726 4238 2726 2.726 1.636 1636 2726 2A}16 0965 100 0 965 1.00 0.965 100 0 965 1.00 0965 1.00 0.965 1 00 0 865 1 00 0.955 tOO 0,965 1.00 () 965 100 0.955 tOO 0.965 100 0.865 100 0 965 tOO 0.965 lOG Suppor. 2 4,742···· 1.636 2J2& 2,726 4.742 2.726 4.238 2,726 :t726 2]26 4.238 2 726 2.726 1.335 1.635 2726 2.016 tvkn1enr Values Shear Values Cm c .~ M F'b v tv F'v \_,..t L 100 ~.00 100 CLOO 000 0.00 0.00 1.00 100 1.{)0 H\0 16.36 1021.38 2315 91 2.45 47.76 265.00 100 100 100 1,00 0.00 0 00 0.00 0.00 1.00 100 100 1.00 16.36 1,02138 2315.91 245 47.76 265.00 tOO tOO 1.00 1.00 0.00 0.00 0.00 0.00 100 100 1.00 100 16.36 1.021.38 2315.91 245 4?.76 26500 100 teo "1.00 100 0.00 0.00 0.00 001) 1.00 1.00 tOO 1 eo 25.43 1,587.83 <'31591 3.81 74.25 26500 tOO i_GQ OG tOO 0.00 0.00 0.00 0.00 i.GD 100 HJO '1 00 16.36 \02138 ~:315 9i 2.45 4776 265.00 1.00 100 1.00 1.GO 0.00 0.00 0.00 0.00 100 100 iCO iJtO 1636 1.02~ 38 2315 91 245 47.76 265.00 100 1,00 100 1 GO COD 000 000 0.00 100 100 100 100 981 612.83 i~315,9i 147 28.66 26500 1 OD !.00 l()[) 100 0.00 0.00 0.00 0.00 1.00 100 100 !_CO 981 612,83 2315.91 147 26.66 25500 Load Cornbinaton Max."+" Dell Location in Span D. DOD Support notabon Far left !S #i Values in !\IPS CODE REF4=RENCES Calculations per NOS 2012. !BC 2012. CBC 2013. ASCE 7-10 Load CombinatiOn Set· lBC 2012 Material Pr()perties Ai!owabie Stress JBC 2012 Wood VVood Seam DF!DF 24F-V4 Beam is DE$1GN SIJMMAF('f Maxirnum Stress Ratio Section used for this span fu. Actual FB . AHowabie Lead Combination Br.aced Location of maximum on span :.: # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflec!Jon Max Downward Total Deflection Max Upward Totai Deflection Fb-~ension !ateraHorsa:m Span 2.: 670 n 2.400 o ;;si 1.850,0 PSI 1.650 0 G50 0 265 0 pSi 1 100.0 DSi l'L75x1Z Maxunum Shear Stress Ratto Sech:>n used for thiS span fv · Actual 0.277 in Ratio"' .. {) 169 in Ratio "' 0 590 in Rat1o = -0.360 ;r; Ratio"' Fv A!lovvab:JS Load C>r!lbinaFon Location ol maximum en span F where rna;:t:!rnurn occu:-s Maximum Forces & Strtsses for Load Combinations . ·-loa;i Combina!ion Ma• Stress Rat:os Moment '/alues Spanil M v 0j Cr m .~ M fb 'v L +D+H Lengtfl 70 [i 1 0155 0067 1.000 100 tvo 1 ()() Lengtn ~ 5.670!; 2 0.319 O.t~S 1.000 i.CD i 00 387 286 96 :':}fj t3:j,6>1 Ebend-n Ern:nbeno xx Fb 0.00 1350 00 v 1 800 Oksi 930 Oksi 600 Oksi 830 Oksi 32c21 0 2.59 . 1 6.75x12 68.71 psi 26~) GO psi Sne~r \Jalues !·w iJOD 54 Fv 000 3644 26500 t.Aax S!res:. Rakos Load Combmation Segmenl Length .. eng!f' ~ 24,(,7!) n Length ~ 7.0 it Span# M ~ 7.0!1 Length ~ 5670 f1 :.ength " 24 61'0 ft Length_:.; 7 {} h Length "' 7,.0 !1 Length " 5fl7C ft Length= 24.£70 l1 Length ". 7 .Q it 3 4 1 2 3 4 1 2 3 4 Length = ro it 1 Length" 5.570 fl 2 Lengtr1" 24.670 ft 3 L.tmgth = 7 0 It 4 •D+0750Lr+0750L-+i length = 7.0 It i Length = 5 670 1\ 2 Lengtll ~ 24.670 ft 3 Lengl\l = HH! 4 +D+O?OOL +0750S-+i Length" 7 0 fl Length = 5.670 !1 Length~ 24.670 ft Length= 7 C f! +0+060\IV-+1 Length" 7.0 tl Length = 5.67G h Length = 24.670 ft Length= 7 f! •D+0.70E4f-l i 2 3 4 1 2 3 4 Length= 7.0 ft 1 Length ~ 5.670 ft 2 Lenqti1 = 24 670 ft 3 Lengtt-"7Oft 4 +D+0.750LHJ?50L +0 450W4f-l !..engW1" 7 ft 1 Length~ 5.&TO n 2 Length = 24 670 f! 3 Length" ft 4 +O+C?SCL +0 750S+0.450W4f-l Length " 7 't 1 Length 5.6?0 ft 2 Lengtr = 24 670ft 3 Length= 7 ft 4 +D+0.75GL +C 750S+C.5250E«<H Length" 7 it 1 Length = 5 6?0 fl 2 Length"' 24.6701: 3 length ~ 7 0 it 4 -HJ.60D+0.60W+O 6GH Length " 7.0 H Length .~ 5 670 f! Length " 24 6 70 fl Length~ 7.0 it ..{Ji)OD •fl ?CE •{) SOH Length" 7 0 t Length"' 5.670 ft 1 2 3 4 1 2 rn:n 0155 (} 155 (1319 0 333 () 155 0 292 OOG't 0 628 0,29.2 0155 0 333 155 (1.258 0.531 0654 ?58 G.i55 0333 0155 0.155 319 0.333 0155 155 0.319 0333 Q t55 258 0 531 0 554 0258 <55 0.319 0 155 155 0 319 0 333 CU}93 0191 C20D 0093 0.093 0.191 (I 138 0.138 0 067 ons () 138 () 138 0126 0259 0259 0.259 0.067 0.138 0 138 0.138 011 0229 0.229 0220 OD67 138 0138 0067 13& 138 138 o;;~ 0.138 0138 G.133 0.11 0229 0229 0.229 0.136 Q_i38 0.138 t1067 0138 138 0.138 0040 (}083 0083 0083 0.040 Moment V a1ues {L957 tOOD [l,\}57 tOGO tQ(! 1.00 1 'on : oo 100 UD m 1 (JD 1 no 100 1.00 00 CL 1 co 1(}0 100 GO ~no 100 ~ .ooo 1 no 1 oo teo too 0 957 1 00 1 ()(] ~ Q(J i (1(1 1000 HO '.GO tOOQ 1-00 tOO 05 7.96 15 Oi 1J)00 '1.00 1 CO :} 87 0 957 1 GO 100 1 00 100 1 DO i.OCD 1,(;0 100 1 00 ·i 00 1 ono GA", 1~ ~ 1.000 1.00 1.00 1.00 1 00 1 00 ~.OCO 0.957 1000 i COD 1000 257 1 000 100 1.0::, 100 H/J 1 00 1 OD 1 00 1,00 100 i 00 1.DG 00 i ~)0 87 ll7 387 ,~ ~ 1<JGO 1.0D 1 Q() 1 00 96 1 ()(}[) 645 tDOD tOO 1 00 1 GC 13}0 1325 ?57 :3.25 1000 957 1.000 tOO 1.0D ~.GO 1 00 tOC UYJU ; 00 1 CD 1 00 3.8? 1 000 tOO ·1.00 1 CO tOG 0,357 tOO 1.00 'i X~J 7 9£ tOGO HJO 100 100 100 100 387 ~-OGO 1.000 i.OOO GB57 !.00(} 1 OQO 1.000 1 DO 1 100 1,()(! 1 ou 100 t00 100 100 Hl(} 100 4 DD 1 GO 1 GO 1.(h) 100 1 00 1 00 1 :)0 'LCD 1.00 1.00 1 (!(> 100 100 1.00 i.DO i DO 1.00 1.00 2.32 4/8 4 7B 2 32 2 32 589 84 28€ 96 286 9S :;,&~! 84 589 84 90 1770.99 1350J)i) 0 1!/099 541 03 1850 00 1 ~12.09 "850.00 t112.09 i//(J99 54'* CoJO 256 96 1!150 Q(i 589 64 1850 GO 589 84 99 0 00 477 S 1 OC: 981 53 lBSO 00 286 589 84 589.84 28595 58984 559S4 286 96 0 00 ~ 85~) }0 1850 00 sc~ 0 DC ';850 00 1650 00 iS5CLDO 0 589 i:l4 1.350 co 28fi96 185!~1.00 uoo 477 98153 477 51 1850 (II) 28~).9*1 589.84 58S.84 286 95 t€.5li 00 286 96 185(UJD 589.84 1850 1}0 58fLS4 1770,99 286.96 1850 00 17217 1850[)() 185QOO (lOG ~72 1l O!J Shear Values w F'v 00 0.85 1 97 1 97 :J.95 OOG 36 44 44 0.00 17.64 36 44 36.44 3644 0.00 66 71 68.71 71 o no o.oo 26500 2650!) 000 265 00 265 OG 2650(1 255 000 26500 265 OG 25500 265 GOO 64 255.00 :}fi44 265 00 1 97 36 44 265DO 0 .!4 265 UD 0 OG 0.00 0.00 255 3 60 65 265.00 €0.65 2€5 0 00 D.OC 17.F4 36.44 36.44 1? 64 4A 44 3S 44 (L95 54 i 9/ 4C :)95 :)644 1 59 60 65 OC DD 095 1764 197 3644 36 44 0% 3644 QC 0 95 1764 197 3644 197 36 44 0 95 36 44 00 000 0?7 1059 1.13 21.87 p 21.87 057 21 87 0.00 Q.OO ?65JG 2650() 265.00 265.00 :) 265,[10 26500 2650i} 265.00 0 00 265 00 265(!() 265 265 on 2E5.0G 2€5 00 2€.5 ]C 265 00 00C 265.08 265 O·J 265 OJ 265 QiJ 0 265 00 265 26S.DO 265.00 265.00 26500 2.6500 265 00 OX1C 2SS,OC Wood Beam Load Combination 8(-'l:lment Length Span# Leng!h = 24 670 it 3 Lengtn = it 4 Max Stress Ratio> M V Overall Maximum Deflections Load Combinabon Span Vertical Reactions LC·ad C:ombirat;on O>.·eraH tAAXimum Overall MiNimum +'J·m ¥0•L+H ~t)+Lr..r-H •O+S+H .-D+D.750Lr..0.750L +H -i-D+{),750L +Q_T50S +H +0+{},61'J~V-+-H ,;J+'i 7DE+H .-D..Q750Lr+0.750L •{l,45()'1\1,;H +0..0 750l +DJtiOS4J.450W+H -<-0-«i 750L..0750S+D.525E+H 4J&0D+l1 E4,')~v,~{160H .{) 600+D 70E -«1 60H J 4 Support 1 Max.'." Dell 00000 0.500 !1834 cl &34 834 1388 Gt834 534 Ci 534 use c 534 334 0 600 0 834 () 738 LOdlti01 11 Span 0.000 13.116 13 1 16 1.971 3 --t9~; 3285 5.467 3_288 3286 5A67 3.286 3.28\i 3.285 2.909 1735 2 891 2 391 4 812 2.891 2Jl9i 2560 Mornenl Values lA flJ Fb 0414 0.0000 3593 v Stlear Values f11 F'v 265.00 ?0500 3 086 3.086 7 DOD { Wood Beam ENER.CALC, iNC 1983-2014, Bulk!:€ 14.8.1il Ver:6.14.6.31 Description : Typical Beam on Glid 1 or 2 fv13x;mum Span ~ 5 3ft CODE REFERENCES Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: IBC 2012 Material j3r9perties Analvsis Method : Allowable Stress Design Load Combination lBC 20~2 Fb Ters;on Fb- Fc ·· Prll 1000ps; iOOO pSi 1500 psi E . Modulus of Elasticity Ebend-xx Eminbend-xx Wood Species Wood Grace : Douglas Fir-Larch No.1 Fe~ Fv Ft 625 180 psi 675 Beam Bracing Bearn is Ful!y Braced lateral-torsion Applied Loads Beam self weioht calculated and added to loads Uniform Load : D = 0.020. Lr"' 0 020 , T nbJtarv Width"' 4 fl rRuof; DESIGN SUMMARY Maximum Bending Stress Ratio Section used for thts span fb. Actual FB : Allowable Load Combmation location oi maximum on spar Span# v;here maximum occurs Maximum Deflec!lon Max Downward l+Lr+S Deflection Max Upward L+lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 6x12 i ,OOO.OOpsi 2665ft ;I! 1 0.000111 0.000 in ooo·J in 0.000 rn Maximum Forces & Stresses for load Combinations Loac Combination Max Stress Ratios Segment Length Span# M v cd c c I +D+H Length ~ 5.330 ft 0.012 0.008 1.000 iOD ;.{)+L+H 1000 100 Length " 5.330 ft 0012 0008 1.000 1.00 ;.{)+Lr+H 1.000 tOO Length "'5.330 ft 11019 OD12 1000 100 +D+S+H 1 000 100 Length ~ 5.330 ft 0.012 0008 1()()0 100 +0-t{l.750Lr..0.750L +H 1000 1 00 Length " 5.330 ft 0.017 0.011, UllJC lOG ;.{)+0750L .;{).750S+H 1_000 Maxtmum Shear Stress Ratio SectJOil used for this span fv ·Actual Ratio= Ratio"' Ratto= RaM= Cm 100 100 teo 100 100 100 100 100 1.00 100 1 00 tOO tOO 100 100 1.00 tOO t 00 Fv Allowable Load Comoinaton Locat1on ,:/maximum on span Span ;;: wl1ere maximum occurs <360 <IBC Moment Values (' ~ M ib '-' \., 100 1.00 0.12 12.00 100 100 100 100 0.12 12,00 1.00 100 100 100 019 19.03 100 tOO U10 tOO 0.12 12.00 100 100 ~.oo ; oc fL~7 1:28 ; DC Fb \1 0.00 0.00 1000 00 005 Q,QO 0.00 1000.00 0.06 0.00 (JOO 1000.00 0.09 0.00 000 1000.00 0.06 G 00 000 1000 00 0.08 000 0.00 1700ksi 620ksi 32.21 pet 6x12 2.20 psi HlO.OO psi +C+U+H 4.377 ft # 1 S.'lear Values fv 0.00 F'v 0.00 t39 18000 0.00 000 138 180.00 0.00 D.OO 2.20 180.00 0.00 0.00 139 18000 0.00 000 2,(10 18000 1)()0 0.00 l ! j Wood Beam Description · Typical Beam on Grid 1 or 2 Max~tnum Sp;n 5.31! Load Cmrbinanor Max Stress Ratios Segment Length= s.:no It +O+D601N+H Length "' 5.330 ft +O+D?OE+H Span# 1 Length = 5.330 ft +D+D.750Lr+D.750L +D.450VV+H Length= 5.330 ft 1 +D+D ?SOL -+~J750S+D.450W +H Length = 5 330 fl 1 +D+D 750L +G750S+D5250E+H Length = 5.330 It 1 -MJ.60D+D 50W+D.60H Length = 5· 330 It -MJ 60D+D70E+D 60:-1 [) 012 {)012 0.012 0.017 0.012 0012 0.007 Lengtr = 5.330 ft 1 0. 007 Overall Maximum Deflections Load Combination ·;.D+Lr+H \i 0008 0.008 (),()08 0011 0008 0008 0.005 0.005 Span 1 Vertical Reactions Loac Comomation Support 1 ·· o';eiaiiMAXimum Overall MIN1mum +D+H +D+L+H +D+Lr+H +C:I+S+H +0+0750Lr+D 750L +H -D-MJ.750L +D.750S+P ~D+0.50W+H +0-MJ.TOE+H ..,J+O. 750Lr+D.750L +0.450W+H +0+0. 750l +D750S~O 450\IV+H +0+0. 750l-+0.750S+0.525E+H +0.6GD+0.60W+D.60H +0.60D+0.70E+O SOH DOniy LrOnly LOnly SOnly wor::y EOnly HOnly 6144 0053 0.091 0.091 0.144 0091 0131 0091 0091 0091 0.131 0.091 0091 0055 O.G55 0.091 0053 \...> C; Cr Cm ,., CL c. t 1.000 1.00 100 100 1.00 100 tOGO 100 100 100 100 100 1.000 1.00 100 100 100 i.CO 1000 100 100 100 tOO 1CO 1000 1 OG tOO 100 100 1.CO 1.000 tOO 100 100 100 100 1.000 100 100 100 100 1.00 1.000 100 100 1 GO i co HO 1.GOO 100 tGO 1 00 100 1 co 1.000 100 100 1.00 1.00 !.CO 1.000 100 100 1 00 100 teo 1000 100 100 100 100 1.00 1.000 1 oc 100 100 100 1.00 1.000 100 100 1 00 100 1.00 1.000 100 tOO 100 1.00 100 .. Max Deft Locatwn in Span Load Comb1na!ion Support notat.on. Far left IS #1 Support 2 0.144 0,053 CWS1 0.081 ~Ji44 0091 0 ;31 0.091 0.091 0091 0 ~31 0.091 0.091 0,055 0.055 0091 CLDS3 Moment Values Shear Values M fb F'b v hi F'v 0 12 12\JO 1000.00 0.06 139 180.00 0.00 000 0.00 0.00 0.12 ~2.00 1000 00 0 06 139 18000 0.00 000 0.00 080 012 1200 100000 0.06 139 18000 GOO 0 00 0.00 000 0.17 1728 100000 0.08 200 18000 0.00 0.00 0.00 0 DO 0.12 ;2.00 100000 0.06 139 180 00 0.00 0 00 0.00 0.00 012 1200 100000 0.06 139 18000 0.00 0.00 000 000 007 7.20 10DODO 0.04 0.83 18000 GOO 000 000 0.00 ow 7.20 1000.00 004 0.83 180 00 Max "+~Dell Lccation in Span Values in KIPS lATERAl ANALYSIS From Enercak Print-outs, V(EQ) = 0.1236W (see page 13 of this booklet) V(ASD-EQ) = 0.1236 X 1.3 )( 0.7 = 0.1124W Approx Waif Length= 100ft; Estimated Watl Wt = 100*12 = 1200 lbs Approx additional plan area= 35 x 15 = 525 sq.ft Equivalent plan area loadng = 1200/525 = 2.28psf; miniurr; Est. ASD Seismic Shear:;::: 0.1124 x (20 +4) psf = Est ASD EQ Shear= 0.1124 x (20 +4)x6.5/2.5psf = 2.69 psf 6.99 psf (for Type V Walls} {for Cant. Colmns)) ( See Page 15 of this booklet } The above load is used in the Tabulation on page 15 of this booklet lATERAl ANALYSIS: LATERAL ANALYSIS 15 LIMITED TO THE AREA OF THE NEW BEAMS. EXISTING BEAM AREAS ARE NOT INCLUDED JN THESE CALCULATIONS EQ: Grid Width Length Resistance ft ft ft A 15/2 50 {2} HSS 5x5x1/4 Columns B 45/2 so =16.5 1 50/2 14 {2) HSS 5x5x1/4 Columns 2 44/2 14 :::;6.25 St. Michaels Church ............................................ ,_, . R!s~.c_a_tegory ..... . Risl< Category of Buildmg or Other Structure · ''l" and otm:r structures that represent a low nazard to rJna:> life in the Seismic importance Factor 1 166 g. 0.2 sec response 4469 g, 1.0 sec response Site,(;~ff.~nd Oesigl)q~ego_ry. Sile Ciass1ficetion 'D"'; Shear Wave Velocity' BOO to 12DC rt:sec Site CoeffiCients Fa &c Fv (usmg straight-Nne mte~oofation ,~ .. om table values) Maximum Cons1dered Earthquake A.xeieration S MS"' Fa • Ss S M1 = Fv • Si Fa Fv Desig1 Spectral Axeieration s S M2~ 2!3 s Seismic Design Category ~R~~isting~y~~el!!_ .. Basic Seismic Force Resisiing System Bearing Wal! Systems Latitude Longitude Loca!IOn · 1.55 1.205 0.803 0463 33. 1 58 deg North i 17 326 deg '!·;est ASCE 7-10, F'age? Table 1.5-1 ASCE 7-1!), Page 5. Table 15-2 ASCE 7-10 11.4 i ASCE 7-10 Table2031 ASCE 7-10 Tai;Je 114-1 & 11.4-2 ASCE 7¥10 Eq, 11.4-1 ASCE 7-10 Eq 114-2 ASCE !-10 Eq. 11.4-3 Light .framed wafls sheathed wlwood structura~ panels rated for shear msislance or steel sheets. Response Modification CoelfiC1eflt " R ·· System Overstrength Factor 'Wo" Deflection Amplification Factor "Cd" eppl!cabie tOtdnores. !350 3 00 4.00 Building heigh\ Limits : Category ··A & 8" Limit Category ·c· Urn!!: Categmy 'D" Lint Category "E'· Limit Category 'F Umit Limit= 65 Urn;t= G5 Urr<::: 65 Se1smic Design Category oi D. E. or F therefore Redundancy· Factor" p •· = 1.3 Lateral Force Procedure Equi••alenl Lateral Force Procedure Structure Type for Building Period Caiculatior. All Other Stn;ctural Systems " C! ' value 0 020 "tm" · Height from base to highest level " 250ft "x" value 0.75 " Ta ".llpproximate functementai period using Eq. 12.8-7 "TL" · Lmlr,HJeriod transition penod per ASCE 7-D Maps 22-12 -> 22-16 " ~s ·: ~!t!5Pl?"!5.e qqt}f'fi<:i~Jit S 02: Short Period Design Spectral Response ".R " . Response Modification Factor "1" Seismic Importance Factor :::: = 0.224 sec 8.000 sec Buildmg PeriOd" Ta ,, Calculated frorn Approximate Method selected 6.50 From Eq 12.8-2, Preliminary Cs From Eo 12.8-3 & 12.8-4. Cs need not exveed From Eq 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient "' ASCE 1-10 Secticn12.34 ASCE 7-10 Section 12.8.2 UseASCEJJ,M ASCE7·10 Section 12.8.!.1 = 0.124 = 0.318 :::: 0.035 0.1236 2013 CBC CODE (ASCE 7~10) WIND tOAD CALCULATIONS Wind Risk Category Bask Wind Speed = for Occupancy I Wind Directionality Factor, l<d Exposure Category Velocity Pressure Exposure Coef, l<z Topographic Effect Factor, l<zt Enclosure Class 123 0$5 c 0.85 1.00 1 Wind Imp. Factor, I 1 f'resstnB " O.OO;!S6 " Figure 26.5-lC ASCE 7-10 Section 26.6 ASCE 7-10 Section 26.7.3 ASCE 7-10 Table 27.3-1 ASCE 7-10; zg = Section 26.8 ASCE 710 26.8-1 Section 26.10 ASCE 7 10 lve!odty Prr~ssmH"' 2¢1 psf J ~ load alpha"' 95, z<15 ft (;rid A b.,., l{unf St. MICHAEL's CHURCH -·SUMMARY OF LATERAL DESIGN FOR EQ/WIND LOADS (1-STORY) IA·ttcpitl r:urrent Tributary I Lt'''el <\rt>n 'sf) 1 / ' ~--\·e~tftJ!>H l'~'hHl~l~~n fft!Jcd\t' I'I!Hdlllfli ASO t>nrrent Lt>'dEQ Lmtd Ill»~ _ t}~tHtnlug t:urrrllt I (;uvt>-l'lling I Sht<.l\r fmm Ltwd Wl!!d Lateral Aoo>t tnod (II") tnad tlbsj (LI>sl 'l'ot•l {;ovtrnin)t Sb•ar (ll>sl Curn·m Lt•n•f Sbti!t Woll IA't1gth tft} t't.u:n;nt lxvd 'rvt;tl wan L<•~•• Ill nit Shear \ftl c l/' ~t l·· .. -~ ....... _ _,._ ,,_, .... ,+ .... -.. , ........... +··"""~~'''''"'' --+ f>ro~s l!plift in Lbs Type of' Shear Wall (2) HSS 5x5x0.25 Column Uuldowns (4} 1" dia F-1554 Gr.36 Anchors ·1 vpt· 6!. .... l'Hlll?_:::'~l'>c ' (4) 1" dia (2) HSS I F~1554 5x5x0.25 Gr.36 1 50 1-~ 350 t •. iJ<J 28 ,, 2-1.f7 Column Anchors i'' ~ .. ~--·'~·-.. -·-+-·-.. ····-~--~· .. ·+· 2X 9 1\,N I l\!17 T~!:K' 6C Hill :'-Sl1S25 ---+ .. ·--··~+---~---- ............. t ........ .,., .. __ +---~---+-----~--+,····-· .................... ~·--···~-- \sSiJ,!Dnltllt nf Sht'ar lo ( antilr\ t•r ( 'olunm~ ( irkl i\ (!rid! I \iwnher (lfCo!umn;; i\Sl) H) Slwar P~r ( 'olu!lln Numh~r of ( 'olumns 2 !.l! l lhs 2 AS!) I (l Sh~tn f'cr t t•lunm 122:1 II"> ~-~~-r~~-+----+~-~--~--t"'"'' ''""'--+------~ lkami1-!01Rc(1dionl.nadll Llh:l ?9k I \C l\1inimm11 /\ \iall <.>ad 1J ,, I (H..: I !Ol "'"' ........ l .. ''"'"' ..... "'""' ........................ J NAJLING 15 GA SP, f!l\6" O~C. EN ®6" O~C BN lG GA. SP .\070 # /F'T 12iiJ .11/FT _oad Table: See code report listings below Vertical HDU lnstallaiion It These products are available with addit'onal corrosion protection. Additional orca wets c~ this page may also be available with this option. check with Simpson Stror>g·Tie !or details. I:Umensions fasteners Model ,, {itt) Ga Anchor No. w H B i so Soltma. (in.} I I B·SDS ':'/X1 OTT2Z EP~\s 1% B·SDS Vlxi I' 1HiDS ,,,~x2V?" I 3 8'Yit 3Y, 6·SDS %'1:2>': I HDU4·SDS2.5 3 HJ1'0n 3}~ !O·SfJS x2·.; I H!JU5-SOS2.5 14 3 3% 1 ;~.-~.) i4·SDS ~>!2 I HIJU8-SDS2.5 iO 3 16?'1! 3!fi 1"-< 20-SDS I HDU11-SDS2 5 H) ,., ,) 22' 1 >·" 30-SDS ·::x2' · I 7 3 3fi-SDS 1. See Holdcw(1 and Tension Tie General Noles. 2. Noted HDU14 allowable loads are based or: a 5 1/2" w,de post {6x6 m.r~.). 3. HDU14 requires heavy hex anchor nut to achieve tabulated loads [supplied w1th ho!down). 4, Loads are applicable to Installation on e1ther narrow or wide face of post :;ode Reports (PDFs): OTT1Z IAPMOUES ER !CC·ESESR CITY OF LOS ANGELES ESR-2330 I ESR-2523 ' f;:SR-2330 I ESR-2523 • TVOICill HDU Tie £letwe~n Floors Minimum Wood Member Thickness {itt) 1 3 3 3 3 3 3>? 4:4 4x6" 5~·i·"' Horizor~tal HOU Offset Installation {Plan View) See Hoklown and Tension Tie General Notes. Allowable Tension toads (160)1 Deflection at DftSP SPf/Hf Allowable toad tin.} 1825 1800 0.105 2145 18:35 0.123 2145 2105 lli28 3075 2215 O.OBB 4565 32H:) 0.114 5&45 4G65 0115 6970 5020 0116 7870 5665 0113 953o 636~ 0. 1117.f! R>J45 0 10770 7755 012? 10435 OT17 14445 10350 (1.177 lEGACY REPORTS STATE OF FLORIDA ICC·ES NER ICC-ES ER ICC-ES ES OTT2Z OTT2Z-SOS2.5 HDU See specific model numbers lor code listings. HOU11-SDS2.5 HOU14·SDS2.5 HOU2-SOS2 .• 5 .. · Steel Column Description · Check Steel Columns on Gnd A with verhcal and ialera! ioacts Code Reftmmces Calculations per AlSC 360-10. IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: IBC 2012 Generallnformation ' ~~~···· -~--'~~-········· Steel Section Name : HSS5x5x1/4 .Allowable Strength Overall Column Height & Bottom 9.0 it Free Bottom Fixed Analysis Method • Steel Stress Grade Fy . Steel Yield Brace conciit;on for deflection E . Elasii~ Bend'rn[J ModuJJs Load Corrbination · Applied 36.0 ksi ksi !BC 20'!2 .X-X 140.252 1bs *Dead load Factor AXIAL LOADS .. R.oof Axial Load aj 90ft 0 "' 3.3CJ, LR"' 2.90 k BENDING LO.A.DS Lat Point Load at9.0 it DESIGN SUMMARY •••••••••••m-"" Bending & Shear Check Results PASS Max. Axiai+Bending Stress Raila :: Load Comtlinatiorr Loca110n of max.above basa At maximum location valves are , Pa ·Axial Pn ' ; A!iowable Ma-x · Applied l\11n-x! Omega · .Mowable Ma·y · Applied Mn-y f Ornega . Allowable Maximum Shear Stress Ratio"" Load Combination Location ol max.above oase At maxmurn location vaiues are . Va: Applied Vn 1 Omega · Allowable Load Combination Results +D+L+!-' +D+Lr+H +D+S+H +D-{l750lr-HJ750L +H +D+0.750L +(L750S+H +D+0.60W+H +D+.HOE+H +D+OJ50lr+O. 750L "'{).450W+H +D+075Cl +0 750S+O 450'/\I+H +0-{)750l +0750S+0.5250E+H +~J 600+0 60VV+0.60H +D 60D-r{}70E+0.60H :1 +D+070E+H 0.0 ft 3.440 K 92.695 h -8.259 k··ft 13671 k-11 0.0 k-it 13.671 kAt : 1 +D+0.70E+H 0.0 ft Maximum Axial +Bending Stress Ratios Stress Ra::o Status Location 0.037 0.00 f! 0037 0.00 f! 0.068 0.00 it 0.037 0.00 It 0.061 0 00 ft 0.037 0 00 ft 0.037 0.00 ft 0.623 0.00 ft 0.061 O.OOft 0.037 0.00 f! 0.472 0.00 fj 0.022 0.00 ft 0.6i5 0.00 ft alongY·YAn Maximum SERVICE load Reactions., X-X X-X along Y-Y Bcttom along Y -Y Maximum SERVICE Load Deflections . 0 0 k 0.0 k OOk 1.311 k Y-Y L180 1n at 9.0f! above base load combination : E X-X 0.0 in al 0 Oft above base for :oad combination · ~ .. ~' Maximum Shear 1;;:atios Stress Ratio Status location 0 000 0 00 ft 0.000 0.00 It 0.000 0.00 ft 0.000 0.00 ft 0.000 0.00 ft 0 000 0.00 ft 0,000 Pt\S~S 0,00 ft 0.035 0.00 fi 0.000 0.00 it 0.000 0.00 li 0.027 0.00 fj 0.000 0.00 ft 0.035 0.00 ft Steel Column Descnption : Check Steel Columns or: Grid A. Wilh vertical and lateral loads Maximum Reactions • Unfactored Load Combination +O+H +D+L+H +O+Lr+H +D+S+H +D+O 750Lr+0.750L +1-i +D+O 75DL+O 750S+H +D+0.60W+H +D+O.?OE+H .. c;+0.750Lr+O 750L +0450W+H +D+0750L+0750S+0.450W+H +0+0750L +0 750S+0525E+H +0.60D+C6DW+0.60H +0 600+0 70E .,{) 601-i DCnly Lr LOniy s W Only EOnly H Omy X<~ Axis Reaction @Base @Top K k k k K Maximum Deflections for Load Combinations • Unfactored Loads , .. -~ ---~----Load Combination Max. X-X Deflec!ion Distance 1!1 ~J+L+H 0.0000 0.000 tt +D+Lr+H 0.0000 in 0,:)00 ft +0+3+1-i 00000 in 0000 ft +0+0 750Lr+O. 750l +1-i 0.0000 !11 0.000 ft +0+0 750L +0.750S+H 00000 m OJJOO ft +D+OGOW+H 0.0000 J.ODO ft +0+0 70E+H 00000 in 0.000 it +0+0.750Lr+C.750L+0.450W+H LOOOO 1r 0000 ft +0+0 750L+0.750S+0450VJ+H 0.0000 In !:LOOO ft +0+0750L+075DS+0525E+H 0 0000 In 0.000 ft .;{) 60D+0.50W+0.60H 0.0000 in 0 000 ft +0 OOD-H) 70E+O 60H 0.0000 lrJ (1000 fr D 00000 ir 0.000 h Lr Oniy 0.0000 in 0.000 ft L Only 0.0000 fn 0.000 ft s 0.0000 Wl 0.000 ft VV Oniy 0.0000 0000 f1 E Only 0.0000 in O.GOO it H Only 00000 in 0000 ft ~r?!eel Secti(ll'}f'~()E~rtie~ HSS5x5x1/4 '{-Y AXIS Reaction @Base @Top -0918 -0 688 -D 918 ·1 311 Max. Y-Y Defiectior< m 000 in 0000 lll 0000 ;n 0000 lf1 0.000 lfl 0.000 in 0626 in 0.000 in 0.000 in 0620 in 0.000 iP 0.826 lfl OOOG '0 0.000 ·n 0008 in o.oo: in 0000 in 1180 in 0000 lfl k k k k k k ¥ K k k k Distance 0000 O:JOO 0.000 0000 0 000 0000 9 000 0000 0.000 t!OOO 0000 9.000 0.000 0000 0.000 0.000 0.000 9000 0,000 tt ft ft ft ft ft ft 4 H ft ft ft ft It ft !t ft It f! f! Axial Reaction @Base 3.440k 3.440 k 6340 k 3440 k 5.6'5 k 3.440 k. 3 440 k 3440 k 5.615 k 3440 k 3440 k 2.064 k 2.064 k 3.440 k 2.900 k k Steel Column Descnotion • Check Stee! Columns on Grid f;!, with vertical and lateral ioads ...... S~~~l§e~icm Propelties ~ HSS5x5x1/4 DeJ}!h 5000 ln XX J Sxx 6.41 ;n'3 Wl(1ll1 5.000 m R XX 1 930 m WaiiThick 0 250 if! Zx 610 rrr'3 Area 4300 in'2 I YY 15.000 in"'4 10.500 in"3 \<Veight 15 584 plf s yy 6.410 in"'3 R yy := 1930 m Yen 0.000 m M-x Loads c ¢! 6 X 0 0 (J) !fl I< :;;; f2'3 "' I y "1' ... Loads are total entered vah1€L Arrows do noi reHect absolute chrecbon, Steel Column Description : Check Steel Columns on Grld 1 wJ1q vertical and lateral loads Code References Calculations per AISC 360-10, !BC 2012, CBC 2013. ASCE 7-10 Load Combinations Used: lBC 2012 General Information Steel Section Name . Analysis Method : Steel Stress Grade Fy Steel Yield HSS5x5x1/4 Allowable Strength Overall Column & Bottom Brace condition ior deflection 9.0 It Free, Bottom Fixed columns E Elastic Bending Modulus load Combination _ApQii~d .~fr.<l~.~···· Column self AXi.ii,l _OADS .. 360 l<Si 29,000.0 ksi IBC 2012 Roof A.xialloac al9.0 ft D " ' l-R ::: tG k BENDiNG LO,ii.DS ASD EQ Lat. Po;nt Load at S 0 ft 1v1x-x. E;: 1.223 K. DESIGN SUMMARY Bending & Shear Check Results Max. Axiai+Bendino Stress Ratlo ::: Load Cornbmatror Location of max.above base Al maximum location values am Pa. Ax1al Po ! Omega : Ailowable MiH Applied Mn·x! Omega Allowable Ma-y · Applied Mn-y f Omega Allowable PASS Maxlrnum Shear Stress Ratio= Load Combiflation Location of maxabove base At maximum location values are Va ,Applied Vr ! Omega . Allowable load Combination Results .. , Load. Gombin?tiP11 +D+H +D+L+H +0-"Lr+H +D~S+H +D+0750LHJ750l +H +D+0,750L '1{i.750S+H +D+OSOW+H +D+O 70E"'"H +D+O. 750lr+0.750L +{}.45CW+H +D+0.750L +Zl750S+O 450W+H +D+O 750L -tiJ750S+O 5250E+H +0.6DD+0.60W+0.60H +0.500+0 70E+0.60H 0 012 0012 0.023 0.012 0.020 0.012 0012 0.570 0.020 0.012 0.429 0,007 0567 +D+0.70E+H 0.0 fi 1 U40 k 92.695 k -7,705 k.-ft 13.671 k;-fj 0,0 k-ft 13.671 k.-ft +0+0.70E+H 0.0 ft O.OOft O.OOft 0.0011 000ft O.OO!t 0 OOft 0.00 1t 0.00 fi 0 OOft 0 OOft 0.00ft 0 OOft 0 OOft c .. aXIS against buchnng a tong Y ~ Y AxiS Maximum SERVICE load Reactions , . along .X-X 0.0 k 0.0 k 0.0 k Botlc:n along X-X ; 00 Y -Y Y-Y 1.223 k Maximum SERVICE Load Deflections ... Y-Y UOI in at 9. Oft above base load combination : E X. X 0.0 in at 0 Oft above base for load comb1na1ion . MaximJm Shear Ratios Stress Ratio Status location 0.000 0.00 It 0.000 0.00 ft 0.000 0.00 f'c 0.000 0.00 ft 0 000 0.00 ft 0.000 0.00 ft 0.000 0.00 ft 0.033 0 00 ft 0.000 0,00 ft 0.000 0.00 ft 0 025 0.00 ft 0.000 0.00 ft 0.033 0.00 tt teal Column Descr:plion: Check Steel Columns on Grid 1 with vertical and lateral oads Maximum Reactions • iJnfactored Load Combination +D+H +D+~+H +D+<Jrl +D+S+M ;{J-HJ750Lr+8750L +H +D-ti:l. 75DL -!{1. 75GS+H +0+860\N+H +::i+870E+H +0+8 750Lr+8J50L +8 450W+H +D+0.750L +0.750S+8.450W+H +D+0750L +0750S+0.525E+H +0 500+8 60W·+O 60H +0 5GD+{l70E-t{) 60H D X-X Axis Reactioo @Base @Top k k k k k k k k k k k L Only k so~ k w k E Only k H k Maxrmum Deflections for Load Combinations • iJnfactored loads Load Combmation +D+l+H +D+lr+H +D+S+H .._D+0750Lr+0750L +1-1 "'D+0750L +0750S+H +D+OGOW+H +D+O.?OE+H +D+0.750Lr+0.750L+0.450W+H .;{)+Q.750L+0.750S...0.450W+H +D+O. 750L +8750S+O 525E+H +0 600-t{).I:JOVV-t{) 60H +JBOD..C,_7QE+OSOH D LrOnly L Oniy SOnly WOnly EOnly H Only 0.0000 m 0.0000 in 0.0000 If) 0.0000 0 0000 :n 0.0000 111 0.0000 0.0000 in 00000 i!1 0.0000 n (LOOOJ 00000 G,OODO 0 0000 c.oooo 0.0000 00000 0 0000 00000 ir !n . Steel Se~~c:>£lP.rop~r:tlEI~ ............. .. HSS5x5x1J4 Distance fj 11C00 t! 11000 ft 0.000 fl 0.000 ft 0000 ft 0.000 ft 0.000 ft 0.000 fl 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0 000 " " 0000 ft G 000 " " 0.000 ft ' G GOO i1 0.000 ft c.ooo ft Y-Y Axis Reaction @Base @Top -0.855 -0,642 -0,856 -1.223 Q_QQJ in O.OCIJ in 0.000 If\ CdJQQ 111 OJJOQ in 0008 in 0.000 in 0000 in 0578 in ODCD In 0.77~ m n 0.000 ln 0 000 if1 i) OOJ iq CLOGO ID 101 ln 0000 :n ,{ k k k k k k Distance 0()00 0.000 0000 0.000 0.000 0.000 0.000 0000 ODOO 9.000 1000 9.000 0000 GOOD 0000 0.00(! 0,000 SJJOO 0-000 lt It !t lt fl ft It ft fi lt !t !t if ~ i it ft ft ft ft ft . Axiai Reaction @Base 1.140 k 1140 k 2.140 k 11401\ 1.890 k 1140 k 1140k t140 k 1890 k 1.140 k 1140 k 0684 )<: 0.684 k 1.140 k 1000" k Steel Column Description : ChecK Steei Columns on Grid ! wit~ vert1cal and lateral loads \!Jidth Wai!Th1ck Area Ycg "' c 0 m HSS5x5x1/4 5.000 ir !],250 in 4.300 inA2 15 584 plf () 000 in y . (;.(JOin R XX Zx I yy s yy Ryy X 6.41 in'·3 1.930 in 7.f310 lr/'3 16.000 111''4 6.410 ir:'3 1 930 in "" 0 " .E' ,0 "' I c M-x Loads I ., Loads are mtai entered \laiue c Arrows do not reflect absolute direct>orL Steel Base Plate Description . Base Plate is Checked for Maximum moment conditions (Columns on Gnd 1.1 Code References Calculations per AISC Design Guide# 1, IBC 2012, CBC 2013, ASCE 7-10 load Combination Set: IBC 2012 "'w General information Materia! Properties ,AISC Des1gn Method Allowable Strength Des:gn Steel Plate Fy 36.0 hSt Concrete Support f'c 3.0 ksi Assurned Beanng Area ·Full Beanng Column & Plate Steel Section. HSS5x5x1/4 Deptn 5in 5m 0.233in Width Flange ihicKness Web ihickness in Area lxx Q c Allowable 4 3 in"2 irl"·4 irA4 Plate Dimensions t\ Length 18.0 lr 18.0 lfl 1 .Q If] Dimensions alono "X" LengH1 ~ 'Z 36.0 ir 36.0 in 8 · \IV!dth Thickness Applied Loads D . Dead Load . L Live--· Lr : Roof Live S: Snow vV ·Wind E . Earthquake H · Lateral Eanh p.y 1.0 k 1.0 k k k k k v.z k 0-1580 k M·X k-fi i<.-11 k·ft k-It 7.920 k-it k-ft " P ""Gravity ioact. '+"sign is downward "..:· Moments create h1gher soil pressure al +Z edge. "+' Shears push plate towards ... z edge. Anchor Bolts Anchor Bolt or Rod Description i .G i~<1ax ofT ens ion or Puiiout Capac1ty Shear Capacity .•. ., ... Eoge distance ·bolt to plate .... Numoer of Bolls in eacr, Row Number of Bolt Rows . --.. 7.847 k 5.719 2.50 In 20 10 Factor 2.50 5.10 ksi • • . .. Base Plate is Ci1ecked for Maximum moment condittons (Cntumns on Gnd i l Governrng Load Combinat;on Governing Load Case Type Design Plate Size Pa . Axial Load __ Ma·Moment. Load Comb. : +D+H loading Pa · Axial load Design Plate Heigh: Design Plate V'iidth A i . Plate Area A2: Support Area . SQrti A21A1) 'm' .. • n" X. Lambda n· n· 'i..ambda l =maxim. n. n") Load Comb.: +D+L+H Loadin.g Pa · Axial Load .. Des~gn Plate Height ..... Design Plate Width . A 1 : Plate Area A2: Svpport Area sqrr( A21Ai) Distance for Moment Calculation ·~--'m'. X .. Lambda n· • Lambda ..................... .. L " max(m. n. n'') . Ailowable Strenqtr Desiqn +0+0.70E+H Axial+ Moment, U2 < Eccen:rici:v, Tenston on Be 1'·6" X 1'-6" X 1" 1 OODk 5.544 k-rt 1000 k 18.000 m 18.000 324000 !n'2 1296 000 in'·2 2000 6J325 in 6.625 in 0.000 in'2 0.000 0.010 in ::won in 6625in tOOO k 18 000 ir; 18.000 in 324000 in'2 1,296 000 Jn''2 :::coo 6.625 tn 6.625 tn CJ.OOO tn'2 0000 0 010 in 0.000 in 6.625 in Mu : Max_ Moment " . fb . Max. Bending Stress Fb . Allowable : Bending Stress Ratio fu Max. Piale Beanng Stress Fp . Allowaole : mm( O.s5•fc'sqrt(A2iA 1) IP Bearing Stress Ratio Tens1on in each Bolt Aiiowabie Bolt Tens1on Tension Stress Ratio fa . Max Bearing Pressure Stress Ratio ...................... . fb Acl!JaJ Fb : Allowable Stress Ratio ............. ., .... .. fa . Max Bearing Pressure Stress Ratio ..................... .. 1.721 k-111 6.884 kSI 21.557 kSI 2.040 ksi 2 040 ksi Strsss OK i.869 7.847 Axial Load Only, No Moment 2040 ksi 0.003 Ksi 0.002 O.J68 k-in 0.271 ksi 21.557 KSI 0.013 Axial Load Only, No Moment 2.040 ks: 0.003 ks: 0.002 0058 k-in 0.271 ksi 21.557 ksi 0.013 . Steel Base Plate Description • Base Plate is ChEcked tor Maximum morrent conditions (Columns Gl'\ Grid 1 l load Comb. : +D+lr+H loading Pa · Axia\ Load Design Plate Height Design Plate Width __ .A. i : Plate Area .A-2: Support Area .. . sort\ A21A1) • f1" X .. Lambda n' n' 'Lambda. L" max(m, n .. n") .... load Comb. : +D+S+H Loading Pa • Axial Load . Des1gn Plate He1ght .... Des1gn Plate 'Nidth . A: . Pla!e Area . A2 Support Area sort( A21A1) 2.000 k 18.000 1!1 18000 in 324000 in'2 1295000 in'2 2000 6 625 in 6J325 In 0.000 in'•2 0000 0010 in 0.000 lf1 6 625 in 1000 k 1BOOO in 18000 in 324.000 ir'·2 1,296.000 ir'·2 2.000 6.625 in "n" 6.525 1n X .. . . 0.000 1n·'2 Lambda 0.000 rt' Q (]1Q I[) n' • Lambda 0 GOO 10 L" max(n\ n. n") 6 625 :n fa · Max Beanng Pressure Stress Ratio .... ._ ............ ,., .. fh · Actl;a: Fb Ailowatlie. Stress Ratio ...... >« .. ._ ........ ib Actual Fb Allowable Stress Ratio ...... ._ .... , ........ Axial Load Only, No Moment 2.040 ksi 0.006 ksi 0.003 0 135 k-in 0.542 ksi 21557 ksi 0.025 Axial Load Only, No Moment 2.040 ksi 0003 ksi 0.002 0.068 k·in 0.27! ksi 21.557 ksi 0.013 load Comb. : +D+0.750lr+0.750l+H Axial Load Only, No Moment A 1 Plate Ar€a A2: Support Area __ . sqrt{ A21A1) Distance for Moment Calculation ~, m r. • ._, 1750 k 18.000 10 18.000 li1 324.000 in'2 1.296.000 Hl'2 2.000 6.625 n 6.625 0.000 ln'2 oooc 0010 ii1 0.000 in 6.625 in fa tv1ax. Searing Pressure Stress Ratio ..................... .. tb .Actual Fb : A\lowab!e Stress Ratio ................... .. 2.040 ksi 0005KSI 0.003 0119k-in 0474 ks' 21.557 ks; 0.022 Steel Base Plate Description Base Plate is Checked for Maximum moment conditiOns \Columns on Grk1 1) Load Comb. : +D+0.750l+0.750S+H Loading Pa Ax1al Load Design Plate Height .. Des1gn Pia\e W1dth A 1 : Plate Area A2: Support Area sqrt( A2iA1) ··n" X Lambda .. n' n· ·Lambda L = max(m, n, n") Load Comb. : +D+O.GOW+H Load ... Design Plate Height Design Plate Vvidth ... A 1 . Plate Area A2 Support Area sqrt( .tl2i A 1 "n" X .. Lambda .. r' r' • Lambda .. L ~ max(m. n, rl") Load Comb. : +D~O.SOW+H load:ng Pa : Axial Load Design Plate Height .. . Design Plate Width A 1 _ ?late Area A2: Supped Area ... SQrt( A21A'1 Distance for Moment Calculation "m". H n ,, X Lambda n' .. .. ................. . n·· Lambda i.DOO k 18 000 111 18000 324 000 inA2 1 296 :JOO in'2 2.000 6525 in 6.625 in 0 000 in'2 tlOOO 0.010 ill C.OOC m 6.525 in ooc h 18000 in 18.000 n 324 000 ~·2 t296000 m'2 2000 6.625 In 6 625 tn 0 000 tn'2 0.000 0010 0000 m 6.625 :n 1.000 k 18 ODC 18.000 'n 324.000 in'2 1.?9(},()00 i'1'2 2.00C 6.625 (I 6625 lJ lJ()() lfiA2 c ()()(! 0.010 !fl 0.000 6.625 !f) flearing Stresses Fp ·Allowable !a Max. Bear.ng Pressure Stress Ratio ...................... . fb: Actual ;:ob : Allowable Stress Ratio ................... .. fa : Max. Bearng Pressure Stress Ratio ...................... . 0 1ate 8end1r1g Stresses Mmax ·oo Fu • L A2 i 2 ftl Actual Fb : Aiiowable Stress Ratio .................... . fb Actual Fb . Aliowable .. Stress Ratio .................... . Axial Load Only, No Moment 2.040 Ksi 0.003 ksi 0.002 0.068 k-!!l 0271 ksi 21.557 ksi 0.013 Axial Load Only, No Moment 2 040 ksi 0.003 ksi 0.002 0.068 k-in 0 271 ksi 21557 KSI 0.013 Axial Load Only, No Moment 2 040 ksi C.003ksl 0.002 0 068 k-in 0.271 kSi 21557 ksi 0.013 .. Steel Base Plate Description : Base Plate is Checked for Maximum moment concl!tons (Columns Gnd 1) Load Comb. : +0+0.70E+H Load .. tvla Moment .. Eccentric1ty . A 1 · Plate Area A2 Support Area .. sort\ A21A!) 'K . Beanng Length Mpl · Plate Moment Load Comb.: +D-0.70E+H Loadmg Pa. Axial Load ... Ma: Moment ...... Eccentncity A 1 ; Plate Area A2 · Support Area sqrt{ A2fA 1 ) ·A' , Bearing Length Mpi : Piate Moment tOGO K 5 544 ~-It 66528 324,000 inA2 1296 000 in'2 2000 6.625 in 0258 :n 0.143 t-in 1000 k 5 544 k-ft 66.528 lf1 324.000 in"2 1.296.000 1n·'2 2.000 6.625 tr 0.258 in 0.143 k-in Load Comb. : +D+0.750Lr+0.750L+0.450W+H Loading Pa · A.xiai Load .. Design Plate Height Design Plate Width A 1 · Plate Area A2: Support Area .. sqrt( A2iA1) "n". X .. i..amboa n· rl' "Lambda L ~ max(m. n, n"l '1750 k 18 DOD 1n 18 DOD in 324 000 ln'2 ~ .296 000 in'2 2000 6.625 in 6.625 in o.ooo ~In 0.000 001!) in 0.000 In 6.625 in T ensior . Allowable Stress Ratio ................... . Dist from Boitto Col Edge .. Effective Bolt V'iidth for Bending .. Plate Moment from Bolt Tens1on . Bearing Stresses Fp ·Allowable ... fa · f'J1ax Beanng Pressure Stress Ratio ................... . Allowable Stress Ratio ................... . Tension · F.liowable Stress Ratio "" ............... .. Dis! from Boltto CoL Edge . . . . Effective Sol! Width for Bending ..... Plate Moment from BoltTension . ia . Max Searng Pressure Stress Ratio .................. .. Fb . Ai:owable Stress Ratio ..-............. ., .. Bearing Stresses F p Aiiowabie ... fa : Max Bearing Pressure Stress Ratio ..................... .. fb: Actual . Fb Allowable . Stress Ratio .................... . Axi•~f Load+ Moment, Ecc. > U2 1.869 k 7.84/k 0.238 4.125 in 16.500 in C.934 k-in 2.040 ksi (set equal to Fp ! 1.000 i721 k·m 6.884 kSI 21.557 kSJ 0.319 Axial Load + Moment, Ecc. > L/2 t86S k 7 847k 0.238 4125 in 16.500 in 0.934 k-In 2.040 ksi 1 set equal to Fp; 1.000 ~.721 k-in 6.884 ks: 2~.557 kSi 0.319 Axial Load Only, No Moment 2.040 ksi Q 005 kSI 0.003 D.119k·in 0474 ksi 21.557 ksi 0.022 .. Steel Base Plate Descript;on , Base Plate fS Chec~:ed tor Max1murF mome11 conditions (Columns on Grid 1 j Load Comb. : +0+0.750Lr+0.750L-0.450W+H A 1 : Plate Area A2 :Support Area . sqt:( A2iM) . n, X Lambda ........... , n' n' ·Lambda L;:; max{m! ll n"} 1750 k 18.000 in 18.000 in 32 4 000 in·' 2 1.296 000 .n'2 2.000 6 625 in 63325 1n CU}OD tn''2 0,(l00 0.010 in 0.000 in 6.625 in Load Comb.: +0+0.750L+0.750S+0.450W+H Load ... Design Plate Hei!Jht Des;gn Plate Width . A1 Plate Area .. A2 Support Area sqrt( A2fA ., ) X Lambda. n' n' • Lambda L " max(m, n, n"l 1.000 k 18,000 iO 18.000 in 324 000 ;n'2 1 296.000 rn'2 2000 6525 in iHi25 1n 0.000 •n·'-2 0.000 0 010 in 0.000 rn 6625 in Load Comb. : +0+0.750L+0.750S-0.450W+H A1 • Plate Area .. A2• Support Area sqr!( A2!A1 ) X Lambda n' n' • Lambda L" max(m, n. n") 1.000 k 18.000 n 18.000 ;n 324 COO rn"2 1.296 000 in·'2 2.000 6625 in 6 625 in 0.000 in'2 0000 0.010 II! 0.000 in 6.625 rn ~aring Stresses Fp Allowable fa : f·-Aal. Bearing Pressure Stress Ratio ................ "" ... . !b Actual Fb Allowable .. Stress Ratio ................... .. Pressure Stress Ratio ..................... .. it. /v;tual Fb AHcwable .. Stress Ratio ................... .. fb, Actual Fb . Allowable Stress Ratio .................... . Axial Load Only, No Moment 2.040 k.si 0 005 ksi 0.003 0.119 k-111 0.474 kSl 21.557 ks: 0.022 Axial Load Only, No Moment 2040 ksi 0.003 ksi 0.002 0.068 k-in Ci.2:71 ksi 21557 ksi 0.013 Axial Load Only, No Moment 2.040 ksi 0.003 ks: 0.002 0.068 1\-in 0.271 ksi 21.557 ksi 0.013 Steel Base Plate Description . Base Plate is Checked for Maximum moment conditions (Columns on Grid i! Load Comb.; +0+0.750L+0.750S+0.5250E+H LoadiD.£l Pa . Axial Load .. Ma ·Moment Eccentncity .............. .. A 1 Plate Area A2 : Supper' Area So11( A2JA1 ) "A" : Beanng Length Mol : Plate Moment 1 000 k 4.158 k·ft 49.896 in 324 000 in'2 1,296.000 in~2 2.000 6 625 in 0199 in 0111 k·n Load Comb.: +0+0.750L+0.750S-0.5250E+H Loadina ~,alload .. Ma ·Moment Ecoontr;city A1 : Plate Area A2 · Suoport Area sqrt{ A2iA1 I "A" · Beanng Length Mo! Plate Moment 1 000 k 4.153 k·ft 49896 in 324.000 in'2 1.296.0GO in'2 2.000 6 625 in [) 199 lf1 0.111 k·in Load Comb. : +0.600+0.60W+0.60H ~ Pa . Axial Load .. Design Plate Height .... Design Plate Width . A 1 : Plate Area A2 Support Area sqrt( A21A1) "r,' X. :..amooa .. n' ....... n· • Lambda ......................... . L = max(m, n. n") OJlOO k 1SOOO ir 1fHlOO ir 32LOOO 10'2 1,296.000 in"2 2.000 6.625 in 6.625 in O.OOD in'2 0.000 O.OHl in 0.000 ir ii625 ir Tension. Allowable . Stress Ratio .................. .. Dist from Bolt to Col. Edge .. Effective Bole Width for Bencmg .... Piate Moment from Bolt Tension ia . Max. Bearing Pressure Stress Ratio ................... . tb: Actual Fb · Allowable .. Stress Ratio ................... . Tens1on Allowable Stress Ratio ......... .,. ...... .. Dist from Bolt to Cot Edge . Effective Bolt W:dlh for Bendmg . Plate Moment from Bolt Tension !a . Max. Beanng Presswe Stress Ratio ................... . lb : Actual , . Fb Allowable Stress Ratio .... "' ........... .. ;3earing Stresses Fp · Allowable fa Max. Bearing Pressure Stress Ratio ...................... . fb. Actual Fb Allowable Stress Ratio ................... .. Axial Load+ Moment Ecc. > U2 1327 k 7.847 k 0.169 4125 in 16.500 in 0.664 k-in 2.040 ksi ' set equal to Fp) 1.000 1331 k-If' 5.326 kSI 21557 kSI 0.247 Axial Load+ Moment, Ecc. > U2 1327 k 7847 k 0.169 4.125 in 16.500 IG 0 664 k-in 2.040 kSi { sel equal to Fp} 1.000 1331 k·i!1 5326 ksi 21557 ksi 0.247 Axial Load Only, No Moment 2.040 ksi 0.002 ksi 0.001 0.041 k-in 0 Hl3 ksi 21557 ksi 0.008 Description : Base Plate is Checked for Maximum morneflt conditions (Columns on Grid Load Comb. : +0.600-0.GOW+O.GOH Load Design Plate Height .. Design Plate Width A 1 : P:ate Area A.2 Support Area sqrt( A2/Ai) X. Lambda n' n' 'Lambda .. L "' max(m. n, n") ,. . Load Comb. : +0.60D+0.70E+0.60H Load .. Ma. Moment .. Eccentricity . A 'i . Plate Area A2 Support Area sqrt( A2/A 1 ) ',A," : Bearing Length Mp! · Plate Momenl Load Comb.: +0,60D-0.70E+0.60H Load" Ma. Moment Eccentricity .. A 1 Plate .Area . A2 Support Area sqrt( A21A1) Calculate plate moment from bearing .. "m'. "A* , Beanng Length Mpl Plate Momenl 0600" 18.000 in 1RDOD in 324.000 m'2 1 .296 000 in'i 2000 6.625 in ti625 w 0.000 ir'2 CJDOO 0.()10 in 0000 in 6,625 in 0.600 k 5.544 k·ft 110.880 in 324 o:)o rn'2 1,296 JJJO rn'2 2.000 6J325 rn 0.249 ill 0.138 k-in 11600 k 5544 k-ft 110880 lr1 324 000 111'2 1,296.000 inA2 2.000 6 625 in 0.249 in 0 138 ~-in !a Max. Beahlg Pressure Stress Ratio ..................... .. fb: Actt;a!-- i"b Allowable Stress Ratio ............. .., ... , T ensior : Aliowaoie Stress Ratio ................... . Dnt. frorr Bert to CoL !:dge S.ffective Sol: Width lor Bendi119 . Plate Moment from Bolt Tension .. !a ; Ma~. Bearmg Pressure Stress Ratio ................... . Fb Allowable Stress Ratio ................... . Tension · Aliowab:e .. Stress Ratio ................... . Dist from Bolt to Col Edge Effective Bolt V\lidth tor Berdng .. Plate Moment fron Boil T ensocm .. fa _ iv1a:c Bearing Pressure Stress Ratlo .................. .. Plate Bending $tresses Mmax. fb Actual .. Fb Allowable .. Stress Ratio .................. .. Axial Load Only, No Moment 2.040 ksi IJ.DG2ksi 0.001 0.041 k-m 0.163 ksi 21.557 ksi 0.008 Axial Load+ Moment, Ecc. > L/2 1.984 k 7.847 k 0.253 4.125 in 13.500 in 0.992 k-in 2.040 KSI 1 set equal to Fp; 1.000 1.660 k-in 6.641 ksi 21 557 ksi 0.308 Axial Load+ Moment, Ecc. > U2 1.984 k 7.847 k 0253 4.125 in 16.500 lfl 0.992 k-in 2.040 ksi {set equal to Fp J 1.000 1.660 k-in 6.641 ksi 21.557kSI 0.308 GRADE BEAM CAPACITY CALCULATIONS Reqd ASD Moment = Grade Beam Width = Grade Beam Depth "' Concrete Strength = R/F Strength= #of Bars T/B = Bar Size= Area of 1 bar= Reqd USD Moment= Stress Block, a = Mn= 7.92 kip-ft 12 in 18 in 2500 psi 60000 psi 2 5 0.31 inA2 13.464 kip-ft 1.46 in 530866 lb -in Or 44.2 kip-ft 3SUi:. ki · ' . General Footing Description . Typrcai Footing is checked for maximum column axial loads. No moments are transferred Moments are carried by the Grade Beams Code References Calcu!aUons per AC! 318-11, lBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : IBC 2012 General Information Material rc : Concrete ly: Rebar Yield Ec : Concrete Elastic Modulus Concrete Density (p Values Flexure Shear Analysis Settings Mm Steel % Bendmg Reinf Min Allow % Temo Reinf. Min Overturning Safety Factor MiG Sliding Safety Factor Add Ftg Wt for Soil Press•Jre Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Peoestal wt for stab1:ity, mom & shear Dimensions Width para:lello X-X Axis Length parallel to 2-Z Axis Footmg Thicknes Pedestal dimensions .. px : parallel to X-X Axis pz. parallel to Z-Z A:~is He;ght Rebar Centerline to Edge of Concrete .. .at Bottom of - . ~f!if"'f<>.rcing Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Siz1 Bandwidth Distribution Check (AC! Direction Requ:ring Closer Separation # Bars required within zore # Bars raouired or each side of zone ~ppli~d Loads P . Colurnn Load OB : Overburden M-xx M-zz V-x V-z ::: " ... " 4.0 !! 4.0 ft 18.0 in in m in 3.0 In 5.0 # 5 5.0 # 5 n/a n/a n/a 2.50 ksi 60.0 ksi 3,1220ksi 145.0 0.90 0.750 0.00090 1.0 1.0 ' 1 Yes Yes No No Lr 2.90 Values Bearing Increase Beanng By Footing Soi! Pass!Ve Res:stance Soil/Concrete Fnction Coeff De ott', s'oil surface '""'"lwd.ua:: pressure increase per fool of dept:= when footmg base is below Increases based on plar dimension ?.llowable pressure increase per foot of dep1 = when max11nurn or width is grealer:;t z L s w X m 0. (0: ro ·~ !I "i E 1.50 ksf No 250.0 pcf 0.40 ft ksf ft ksf ft k ksl k-ft k-ft k k General-Footing Description · Footing is cnecked for maximum column axial loads. No moments are transferred into DESIGN SUMMARY , ·"······· Min. Ratio Item P,il,S$ PASS PASS 0.4033 nla nli:l Soil Bearing Overturning -X-X Overturning -Z-Z nla Pft.SS nla -X-X Siiding-Z-Z Pil.SS nhl ().04239 PASS 0.04239 PASS 004238 0.04239 PASS 0.02920 PASS 0.02920 0.02920 0.0292C PASS 0.05797 Detailed Results S()i_! .!3~~~il1_g .~ .. Rotation Ax.is & ... _Lo<Jd ~Qrnl:linatiQI'J·~, X-X. +D+H X-K +D+L+H X-X. +D+Lr+H X-X. +D+S+H XX +0+0 750Lr+0.750L +H X-X, +O+OJ50L+0.750S+H X-X. X-X. X-X. +D+0.750Lr+0750L +0.450W+H XX +D+0.750l+0.750S+0450W+H X.-X. +0+0.750L +0.750S+0.525E+H X-X .. -+l).60D+0.60W-+~160H X-X. +060D-+JJ70E+0.60H z_z. ...-o.,.f-i Z-Z. +D+L+H ZZ. +D+Lr+H Z-Z. +D+S+H Z-Z. +D+0.750Lr-+{L750L+H Z-Z. +D+0750L +0750S+H Z-Z. -+D+O 60W+H Z-l +D+070E+H 2-Z. +D+0.750Lr+O 750L·+'1450W+H +D+O 750L +0. 750S+0.450W+H -+D-+0 .750L -+0 750S+O .525E +H Z-Z. +0.60D+0.60W-+l0.60H Z-Z +0.60D+0.70E-+l0.60H Overturning Stability Rotation Axis & Load Combination ... Footmg Has NO Overturning Sliding Stability Force Application Axis Load Combination ... Footing Has NO Siiding Gross Allowable 1.50 1.50 1,50 1_50 50 150 1,50 '!50 1.50 ; 50 150 L50 150 1.50 1.50 150 1.50 150 1"50 1.50 1.50 1.50 Applied 0 6050 ksf 0.0 k-f! 0.0 k-ft 0.0 k 0.0 k 0.0 k ~.075 Ht 1.075 k ft 1,075 k-ft 1.075 k-ft 2.190 2 190 psi 2.190 2.190 psi 8.696 psi Xecc Zecc nfa 0.0 nfa 0.0 n!a 0.0 rua 00 n/a n/a n!a 1}0 n/a 0.0 n!a Q{) r/a OJ} n!a f\ 0 U,\,. nia G.O nla 0.0 0.0 nla 0-0 nla OD nra 0.0 n!a O.G nla 0.0 n!a 0.0 nta 0.0 n/a 0.0 nia 01' ,v n/a 0{1 n!a 0.0 n!a 0.0 nla Overturning rvt()lll~"t Sli~ing ~()r~e ..... Capacity Governing load Combination 1.50 ksf +D+Lr+H about Z-Z axis 0 0 k-1: No Overturning 0.0 k-tt No Overturning 0.0 k No 0.0 k No Sliding 0.0 k No 25.361 k-fl ~ t20D-+1.60Lr+0.50L +i .60H 25.361 k fl +120D+1.60Lr+0.50L +1 .60H 25.361 k-fl +1.200+1 60Lr+0.50L +1.60H 25.361 k-f! +120D+1.60Lr-+050L +1 .60H 75.0 pSI +1.20D+l60Lr-+l0.50L+1 60H 75,C psi .... 120D+160Lr+0.50L +1.60H 7<;() { V<V +1.20D+1.60Lr+0.50L +1.60H 75J +1.20D+t60Lr+0.50L+160H 1500 +1201J+{ .60Lr+0.50L +1 60H Actual Soi!Bearing Stress Actual f Allowable +Z Left -X +X Ratio 0.4238 n/a nia 0.4238 nla n/a 0.6050 n/a nta 0.4238 n/a n/a 0.5597 0.5597 nia nia 0.4238 0.4238 ri/a n1a 0.4238 nla nia 0.4238 nla nia 05597 0.5597 nia nia 0.4238 0.4238 1';/3 n/a 04238 04238 n/a nla 0.2543 02543 r:Ja n/a 0.2543 02543 r:ia nra nla nia 0.4238 04238 nia n/a 0.4238 0.4238 n!a nia 0.6050 0.6050 n;a nra 04238 0.4238 11!3 nh':l 0.5597 05597 rva nia {\4238 0.4238 n!a n;a 0.4238 04238 rva nla 0.4238 0.4238 n;a rra 0.5597 0.5597 n;a nia 0.4238 0.4238 nia n/a 0.4238 04238 nla nia 0.2543 02543 nia n/a 0.2543 0.2543 .... . ........................ Resisting M()El.~L-Status All units k Resi~tillJlForce .. SlidinR~ItfetyRatio General Footing Description , Typical Footi~9 Flexure Flexure Axis & Load Combination X-X. + 1 400+1.60H X-X. +1 400+1.60H is check eo for milximum c:;iumn axial loads No moments ere transferred mto footing. Moments are c.arried by the Grade Seams Mu Which Tension@ As Req'd Gvm.As Actual As Phi*Mn Status k-ft Side? Bot or Top? inf,2 !rr'2 m'2 k"ft 0.5775 .,.z Bottom () i944 Min Ternc% CL387~5 25.361 o~: 0.5775 -Z Bottom 0.1944 Min Terno% 0.3875 25361 OK ... Descnption 1ypie<JI Footing IS checked for max;nun cciumn ax1alloads No moments are translermo into tioments are mrned by the Grade Beams Fo()~ng Flexure Flexure Axis & Load Combination Mu Which Tension@ As Req'd Gvm,As Actual As Phi'Mn ~At Side? Bot or Top? in"2 inA2 in'2 k.~ft X-X. +i 200+0 50i..r+1 .60L+1.60H 0.5763 +Z Bot! om 0.1944 Min Temoc,t, 0.3875 25.361 X-X. + 1200+{) 50Lr +I 60L + i,60H OJ3763 -Z Bottom 01944 Mtn Terno% 03875 25361 X~K +1.200+1 .60:.. +0.50S+1.6CH 04950 +Z Bottom 0.1944 Min Terno 0;;., 03875 25.361 X-X. +1200+1 60L+D.50S+160H 0.4950 -Z Bottom 0.1944 Mu1 Terno% 0 387~3 25.361 X-.K +120D+160Lr+D.50L+1.60H 1.075 +Z Bottom 0.1944 Mm Temo% 0387lj 2536'\ X-X. +i.20D+t60Lr41).50L +1.60H 1075 -Z Bottom 0.1944 Mm Temo% 0.387:5 25.361 X-X + 1 20D+t60Lr+0.50VV+1.60H ~ .075 +Z Bottom 0.1944 Mrn Temp% 0.387i) 25.361 X-X +1 .20D+1.60Lr+D.50W+1 .60H i.075 ~z Bottom 01944 MinTemo% 0.387!5 25.361 X-X. +1.2004{1.5CL +1.60S+1.60H 0.4950 +Z Bottom 0.1944 MinTemo% O.J87!i 25.36! X-X. +1.20D+D.50L +1.60S+1.60H 0.4950 -Z Bottom 0.1944 Min TemP% 0.3875 25.361 X-X. +120D+HOS+D.50W+1.60H 0.4950 +Z Bottom 0.1944 f•..1in Temo% 0.3875 25.361 X-X + 1.200+ 1 .60841) 50W+ 1 .60H .z Bouom 0.1944 Min Temo% 0.387ti 25.361 X-X. +120D41)50Lr41) 50L+VV+1.60H +Z Bottom 0.1944 rJin Temp% CJ87t} 25361 X-X +1.20D+D.50Lr+0.50L +W+l.60H -Z Bottom 0.1944 Min Temo% 0.3875 25.361 X-X +t20D+(t50L +050S+W+160H 049:50 +Z Boll om 0.1944 t·hn Temc% 0.3876 25.361 X-X . .-1.20041) 50L+0 50S+W+1 0.4950 .z Bottom 0.'1944 Min Temc% 03875 25.361 X-X. +1.20D41).50L41)70S+E+1 0.4950 +Z Bottom 0.1944 Min TemP% 03875 25.361 X-X. + 120D+0.50L +O?OS+E+ 1 60H -Z Bottom 0.1944 \Ain Temo% 0.3875 25.361 X-K 41) 90D+W+~'J90H +Z Bottom 0.1944 MinTemo% 0387£1 25361 X-X. +D90D+W4{1.90H 0.3713 -Z Bottom 0.1944 !v\in Temo% 0.387:'> 25.361 :X:-X. 41).900+E41) 90H 03713 +Z Bottom 0.1944 Min Temn% 0387E! 25.361 X-X. 41).90D+E+O 90H -Z Bottom 0.1944 Min Temo% 0.3876 25.361 Z-Z. +t400+1.60H -X Botton 0.1944 Mm Temo% 03875 25.361 Z-Z +140D+1.60H 0.5775 +X Bottom 0.1944 Min TemP%, 0.3875 25 361 + 12QD41)5Qlr+ tOOL +i .60H 0.6763 .x Bottom 0.1944 MinTemo% 0.3875 25361 +1.20D+D.50Lr+1.60L +1.60H 06763 +X Bolt om 0.'\944 MinTemo% 0.3875 25.361 Z·Z.+1.20D-..i .60L +050S+1.60H 04950 -X Bottom 0.1944 Min Temo% 03875 25.361 Z-Z. +1.20D+1.60L +0.50S+1.60H 04950 +X Bottom 0.1944 MlnTemo% 0.3875 25.361 Z-Z. +1.200+1 .6Qlf41} SOL+ 160H 1.075 -X Bottom 0.1944 Min Temo% 0.3875 25361 Z-Z. +1.20D+160Lr41)50L+160H 1.075 +X Bottom ();944 Min Temo% 0 3875 25.361 Z-Z. +1.20D+t60Lr41) 50W+160H 1,075 X Bottom 0.1944 Mm Temo% D 3875 25.361 Z-2. +120D+Hi0Lr41).50W+1 .60H :075 +X Bottom 01944 Min Temo ~·'0 03875 25361 Z-Z. + 1.20D41).50L +L50S+t60H 0.4950 -X. Bottom 01944 Min Temo% 0.3875 25.361 Z-Z. +1.200+0.50L+160S+1.60H +X Bottom 0.1944 Min Temc% 0.3875 25.361 Z-Z. + 120D+IcOS+0.50W+i .60H -X Bottom 0.1944 Min iemo% QJ875 25.361 z.z. +1.20D+t60S+D.50W+i50H 0.4950 +X Bottom 0 i944 Min Temo% OJ875 25 361 Z -Z .... 120041) 50Lr41).50L +W+ 1 SOH 0.6763 -X Bottom 0.'\944 Min TemD% 0.3875 25.361 Z-Z. + 1.20D+0.50Lr+0.50L +\:'li+ 1 60H +X Bottom 0.1944 Min Temo% 0,3875 25.361 Z-Z. +UOD+O 50L 41).50S+W+t60H -X Bottom 0.1944 Min Temo% 0,387!5 25.361 Z-Z. +1.20041) 50L +{)50S+W+1 J30H +X Bottom 0.1944 Min Ternc% 03875 25.361 Z-Z. _,_1.20D+0.50L 41).70S+E+1.60H X Bottom (L 1944 Min Temo% ll3875 25361 Z-Z. +120D+D50L41).7GS+E+160H +X Bottom 0.1944 Min Temo% 25.361 ..0 900+W41)90H -X Bottom CL19!4 Min Tenro% 25.361 +D.90D+W41).90H 0.3713 +X Bottom 0,1944 Min Temp% 25 361 Z-Z +D.90D+E+0.90H 0,3713 -X Bottom 0,1944 Min Temo% 0.3875 25.361 Z-Z. +0 90D+E+O 90H 0.3713 +X Bottom 0.1944 MinTemo% 0.3875 25.361 One Way Shear Load Combination ... Vu@-X Vu@+X .. Yu@:2: .. yu@+Z Vu:Max PhiVn Vu /Phi*Vn +1.400+1 .SOH U76csi 1176 osi ·": .>j-t"< .' i. l !b OSI 1176 osi 1.17€ osi 75 osi 0.01569 +1.20D+D.50Lr+1.60L +1.60H U78osi 1378osi 1378 osi 1.378 osi 1.378 nsi 75 osi 0.01837 +120D+1.60L +050S+1.60H l.008osi 1008csi 1008 PSi 1 008 osi 1008 osi 75 PSi 0.01344 +1.200+1 .60Lr+0.50L +1.60H 2.19nsi 2J9 osi 2.19 osi 2.19 osi 219osi 75 osi 0.0292 +1.20D+160Lr41).501N+1.60H 2.19osi 2.19osi 219 DSI 2 19 osi 219osi 7:5 osi 00292 +1.20D+0.50L+160S+1.60H 1.008 osi 1.008 OS' 1.008 csi l 008 PSI 1008osi 7:5 osi 0.01344 +1.20D+1.60S+0.50W+1.60H OSI 1.008os' 1.008osi i 008 PSI 1 008 osi 75 osi 001344 + 1 200+0 50Lr+D.50L +W+ 1.60H PSi 1.378 osi 1378 osi 1378 osi 1378 osi 75 osi 0.01837 +120D41)50L+0 50S+W+1.60H osi osi osi 1.008 osi 1.008osi 75 osi 0.01344 •1.20D41).50L+0.70S+E+1.60H osi 1 osi osi 1.008 OSl 1.008osi 75 PSi 0 01344 41).90D+W+D.90H 0.7563osi 07563osi 07563 PSI 07563 PSi 0.75630S1 75 osi 0.01008 +0.90D+E41},90H 07563DSI 07563osi 0.7563 osi 0.7563 osi 0.7563 osi 75 DSi 0.01008 Status OK OK OK OK OK OK OK 01( OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Status 't f OK OK OK OK OK OK OK OK OK OK OK OK •' General Footing Description : Typical is checked for maximum column axia,> loads No moments are transferred nto footing. Moments are carried by the Grade Beams Punching Shear Loae!Combination~,------~ .. , +t40D+1.6QH -.1 200+0 50Lr+i BOL +1 60H +1.200+160L+050S+1.60H +1 .200+1 .60Lr+0.50L+1 .60H + 1.200+ 160Lr+O 50W+1 60H +1200+0 50L+1 .60S+1 .60H +1.20D+160S+0.50W+1.60H +1.20D+0.50Lr+0.50L +W+1.60H +1 .200+0.50L +0.50S+W+1 .60H + 1 .200+0 50L +O..?OS+E+ 1 .60H +0.90D+W+0.90H +<J 90D+E +0 .90H Vu 4.371 5.47 4,004 8696 B.696 4.004 4.004 547 4.024 4.004 3.003 3.003 Phi*Vn 50:>:> 50ns: 50 50cs 5Q:c; 500~,: 50, SOns. 5(): . .<:: 50:s- 50:·,>; 50m- Vu 1 Phi*Vn 003114 0.03647 0.02669 0.05797 0.05797 !}02669 0.02669 0.03647 0.02669 0.02669 0.02002 !),02002 All umts k Status ~,----~1~------------------------------------------------------------------~ BUILDING ENERGY ANALYSIS REPORT PROJECT: Narthex Addn, St. Michaels By-The-Sea Church 2775 Carlsbad Blvd. Carlsbad, CA 92008 Project Designer: 02 Architecture 1089 N. Palm Canyon Drive, Suite B Palm Springs, CA 92262 (760) 778-8165 Report Prepared by: Tim Scott Scott Design and Title 24, Inc, 77085 Michigan Drive Palm Desert, CA 92211 (760) 200-4780 Job Number: Date: 8/18/2015 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EnergyPro 6. 7 by Energy Soft User Number: 6712 10: Cover Page Table of Contents TABLE OF CONTENTS Form L TI-01-E Indoor Lighting Form L TI-02-E Lighting Controls Form L TI-03-E Indoor Lighting Power Allowance Form L T0-01-E Outdoor Lighting Form L T0-02-E Outdoor Lighting Controls Form L T0-03-E Outdoor Lighting Power Allowances l EnergyPro 6.7 by Energy Soft Job Number: ID: User Number: 6712 1 2 3 9 12 16 20 23 STATE OF CALIFORNIA INDOOR LIGHTING ---................ -·· -·-··-··-----· ·--· ·-·· -· ...... -· ·-· ·-........................................ CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E i Indoor Lighting (Page 1 of~6) Project Name: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 ------ A. General Information Climate Zone: Conditioned Floor Area : 410 7 Unconditioned Floor Area : 0 Building Type: GZI Nonresidential D High-Rise Residential D Hotel/Motel D Schools D Relocatable Public Schools ~ Conditioned Spaces D Unconditioned Spaces Phase of Construction: D New Construction I!] Addition D Alteration Method of Compliance: D Complete Building I!] Area Category D Tailored Project Address: 2775 Carlsbad Blvd. -- B. Lighting Compliance Documents (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE ,( NRCC-LIT-01-E Certificate of Compliance. All Pages required on plans for all submittals. ,( NRCC-LIT-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. ,( NRCC-LIT-03-E Indoor Lighting Power Allowance ,( NRCC-LIT-04-E Tailored Method Worksheets ,( N RCC-LIT -05-E Line Voltage Track Lighting Worksheets ---- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING ,_,,__. IH~ ........... '-11 '-'1 '-1~._..v,._.._..., 'oJ'•-" ,,_, '-'' •~•• _., "'"' ~· ,,_,~ ....... I _.,,,.,.VIIVII.._._.,.._,, • CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 2 of ~6) Project Name: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 C. Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 105 Installed Lighting 0 1. NRCC-LTI-01-E, page 4 + NRCC-LTI-01-E, page 4 + 2. PORTABLE ONLY FOR OFFICES NRCC-LTI-01-E, page 3 + 3. Minus Lighting Control Credits -0 Minus Lighting Control Credits -0 NRCC-LTI-02-E, page 2 NRCC-LTI-02-E, page 2 4. Adjusted Installed Lighting Power = 105 Adjusted Installed Lighting Power = 0 (row 1 plus row 2 minus row 3) (row 1 minus row 3) 5. Complies ONLY if Installed~ Allowed Complies ONLY if Installed~ Allowed 6. Allowed Lighting Power 615 Allowed Lighting Power 0 __ Conditioned NRCC-LTI-03-E, page 1 Unconditioned NRCC-LTI-03-E, page 1 D. Declaration of Required Installation Certificates ! Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title I NRCI-LTI-01-E-Must be submitted for all buildings D Field Inspector I NRCI-LTI-02-E-Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), D Field Inspector to be recognized for compliance. NRCI-LTI-03-E-Must be submitted for a line-voltage track lighting integral current limiter, or for a supplementary D Field Inspector I overcurrent protection panel used to energize only line-voltage track lighting, to be recognized for compliance. NRCI-LTI-04-E-Must be submitted for two interlocked systems serving an auditorium, a convention center, a D Field Inspector I conference room, a multipurpose room, or a theater to be recognized for compliance. I NRCI-LTI-05-E-Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. D Field Inspector I NRCI-LTI-06-E-Must be submitted for additional wattage installed in a video conferencing studio to be recognized for compliance. D Field Inspector - E. Declaration of Required Certificates of Acceptance Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING ····---. ~.-··------~--· ·-·· -· •••••• -· ·-· --•................. w ...................... CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 3 of .6) Project Name: Narthex Addn, St.Michaels By-The-Sea Church Date Prepared: 8/18/2015 YES NO Form/Title .f NRCA-LTI-02-A-Must be submitted for occupancy sensors and automatic time switch controls . D Field Inspector .f NRCA-L TI-03-A-Must be submitted for automatic daylight controls . D Field Inspector .f NRCA-LTI-04-A-Must be submitted for demand responsive lighting controls . D Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: D CONDITIONED SPACE D UNCONDITIONED SPACE F. Indoor Lighting Schedule and Field Inspection Energy Checklist D The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. D When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. D When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines D Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when line-voltage track lighting is installed. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING '-"' ._...,... I~ I ,,_,..., '-I I ...., I '-I ~ ... w ,.._....,._. ,_,....,, I...., '-'' ,._,. '-"I U ~" I ,_,~,_I , ...... I ............. IVIIVII.._..._..,._. I W CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 4 of 6) Project Name: Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 G. Installed Portable Luminaires in Offices-Exception to Section 140.6{a) 0 This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. 0 This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office 0 Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Office Location Field Inspector 1 2 3 4 5 6 7 8 9 10 Installed IfF :5 0.3, .-z portable 0 Vl Watts enter -..a Identify Office area in c: c: ~ ~ ~. 3 luminaire per zero; "lJ .., ::J c-"' ro ExG which these portable QJ QJ "' Complete Luminaire Description QJ rtl watts in 0 square "' -~· """'I --luminaires are installed -rtl rtl 0 n· ro foot (i.e., LED, under cabinet, furniture mounted Watts per "' -this office rtl .... ifF> 0.3, direct/indirect) Lumina ire (B XC) (DIE) (F-0.3) D D D D D D D D D D Enter sum total of all pages into NRCC-LTI- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: Ol-E; Page 1 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-L TI-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 5 of 6) Project Name: Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: 121 CONDITIONED SPACE 0 UNCONDITIONED SPACE C. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspector 1 A B c D E F G H How wattage was determined ro ~ "0 ro Q) Vl .... .8 Vl = :.c .... Q) :; 00 ~ -~ 2 +" 0 tlll Complete Luminaire Description Q) .... OD-Vl c ro c. ·ro ~ <! c u aJ ro = -~ ~ Q) 1-Vl c ~ z :co ..c c E E (i.e, 3 lamp fluorescent troffer, +" ·-0 0 E ·-Primary Function area in which +" E u E J:S t:; X ro Q) ro u ('() => E s 3 u.J 0 u ..... z 3 ~s~ z .:!::! F32T8, one dimmable electronic ballast) u .;: <! "" these luminaires are installed Pass Fail 15 W LEI 15 WLED 15.0 D IZl 7 105 Religious Worship D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D INSTALLED WATIS PAGE TOTAL: 105 Enter sum total of all pages into NRCC-LTI-01-E; Page 2 L___ ------ CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING ---... ·---.. -. -. ·--·-----· . -, -· ·-·· -· ...... -··-· ·-. --·······--·-·. CERTIFICATE OF COMPLIANCE N RCC-L TI-01-E Indoor Lighting (Page 6 oL6) Project Name: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Tim Scott Documentation Author Signature: ~~ Company: Scott Design and Title 24, Inc, Signature Date: 811812015 Address: 77085 Michigan Drive CEA Certification Identification (if applicable): City/State/Zip: Palm Desert, CA 92211 Phone: (760) 200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. s. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: 02 Architecture Date Signed: Address: 1089 N. Palm Canyon Drive, Suite B License: City/State/Zip: Palm Springs, CA 92262 Phone: (760) 778-8165 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ---... ,._ .... ~ .. ---. ·-··~----·.---. __ , ...... ______ CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting-Lighting Controls (Page 1 of)) Project Name Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 811812 Q 15 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance ,f Efficiency Regulations in accordance with Section 110.9. Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate ,f shall be submitted in accordance with Section 130.4(b). ,f One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an ,f Installation Certificate shall be installed in accordance with Section 130.4(b). All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's ,f instructions in accordance with Section 130.1. ,f All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental, ,f and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the ,f multi-level lighting control requirements in accordance with Section 130.1(b). ,f All installed indoor lighting shall be equipped with controls that meet the applicable Shut-OFF control requirements in Section 130.1(c). ,f Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section BO.l(dj and dayiit zones are shown on the pians. Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in ,f accordance with Section 130.1(e). Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for ,f normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut-OFF controls, and demand responsive controls. L__ CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 201S STATE OF CALIF ---... ·---·. ---. ·--·-----· ·--· ·-·· -· ...... -··-· ............................ __ ,._..,. -. CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting-Lighting Controls (Page 2 of 3) Project Name Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 811812015 A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: ILl CONDITIONED SPACES 0 UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Credit Calculation 2 "' --1 -· ., (!) - (!) n "" )> o._ ,...,. (') 0 ;l:l (') ::l c:~~ n (!) (!) "" OQ "'' OJ ~no .c '0 '0 Standards Complying With 1 a.~~ A ..... ::l c ,...,. (!) "tl X C1l rl" -· OJ (') "'' ::l ,...,. ::l (!) 0 )> o._ "'' (!) (') ( ..f all that apply, or enter 'E' if Exempted) .---· 0 0 Lighting Control Schedule OQ o._ -., -,...,.-o._ (!) "'' A B c D E F G H I J K L M N 0 Type/ Description of Lighting Control (i.e.: occupancy sensor, # <.01 <.01 <.01 <.01 <.01 <.01 <.01 I-' I-' I-' I-' I-' I-' .j:> I-' w w w w w .j:> "tl Location in Building automatic time switch, of ? ? 0 0 ? ? ? OJ ., O'l "" OJ I-' ..2. I-' I-' ..!::. O'l "" dimmer, automatic daylight, Units w 2: ..'2. 0:: (!) w 0:: N etc ... ) -0 D D D D D D D D D D D D D Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENII:K SUM IU IAL Ot-Controi Credit for aii pages HERE (Sum of all Column iv1): 0 Enter Control Credit total into NRCC-LTI-01-E; Page 1. 1. §130.1(a) =Manual area controls; §130.0{b) =Multi Level; §130.1(c) =Auto Shut-Off; §130.1(d) =Mandatory Daylight; §130.1{e) =Demand Responsive; §140.6{d) = Additional lighting controls installed to earn a PAF; §140.6(d} =Prescriptive Secondary Side/it Daylight Controls. 2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, an Installation Certificate is also regujred to be filled out, signed, and submitted. ---- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STA ... ·---.. --. ·--·-----· . --· ·-·· --· ...... ~··-· ................................................. CERTIFICATE OF COMPLIANCE NRCC-L TI-02-E Indoor Lighting-Lighting Controls (Page 3 of 3) Project Name Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Tim Scott Documentation Author Signature: d~ Company: Scott Design and Title 24, Inc, Signature Date: 811812015 Address: 77085 Michigan Drive CEA Certification Identification (if applicable): City/State/Zip: Palm Desert, CA 92211 Phone: (760) 200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: 02 Architecture Date Signed: Address: 1089 N. Palm Canyon Drive, Suite B License: City/State/Zip: Palm Springs, CA 92262 Phone: (760) 778-8165 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STA ---... ·---.. ~--. ---·-----· . --• •-•• -• "''' '-••-•' ' ...,.._..ov.,~.,._...._.,_.,, CERTIFICATE OF COMPLIANCE N RCC-L TI-03-E Certificate of Compliance-Indoor Lighting Power Allowance (Page 1 of4) Project Name Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 ALLOWED LIGHTING POWER A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: JZJ CONDITIONED spaces D UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES D If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts. D If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total allowed building watts (a) (b) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) 2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 615 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E 0 TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 1615 D Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE A B c D WATTS COMPLETE ALLOWED TYPE OF BUILDING (From §140.6 Table 140.6-B) PER (fe) X BLDG. AREA = WATTS Total Area: Total Watts. Enter Total Watts into section A, row 1 (Above on this page) C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (C-2 plus C-3) Watts Total from section C-2 . 615 Total from section C-3 . 0 Total Watts. Enter Total Watts into section A, row 2 (Above on this page) . 615 -- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA --~ ................................. .__ ........ w ............... ....,..,, ....... "-"~""U ... II '-'' '1.1'1111£"""\ L-l'IIIL..I'\'-J I VVIVIIVIIVVIVI'ill ·-" CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance-Indoor Lighting Power Allowance (Page 2 ot 4) ProiectName Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: llJ CONDITIONED spaces D UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE D Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. D Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B c D ' AREA CATEGORY (From §140.6 Table 140.6-C) WATTS ALLOWED Location in Building Primary Function Area per Table 140.6-C PER (te) X AREA (te) = WATTS Narthex Zone Religious Worship 1.50 410 615 TOTALS 410 Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 615 WATIS CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA --~ --------··-·· -·······-··-·· . ~ .............. ~-·-·· CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance-Indoor Lighting Power Allowance (Page 3 of'4) Project Name Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: 1:21 CONDITIONED spaces D UNCONDITIONED spaces C-3 AREA CATEGORY METHOD Additional Lighting Wattage Allowance {from Table 140.6-C Footnotes) A B c 2 D E F G ALLOWED Additional Wattage WATIS Primary Sq Ft or Watts Allowance Description(s) and Quantity of Special Total Design Smaller of Function linearft 1 Allowed (B X C) Luminaire Types in each Primary Function Area Watts 3 D or F TOTALS-Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES-Section C-1 0 1. Use linear feet only for additional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per square foot. 2 . Additional watts are available only when allowed according to the footnotes on bottom ofTable 146-C, which include: Specialized task work; Ornamental lighting; Precision commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing Studio lighting .. 3. Luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ___ ,.,, .... .._._,, ___ ................... --··-..,,,._., ....,,., • .,,._, • .._,,.._., V''-'IYOIYII....,.._..I....,>• CERTIFICATE OF COMPLIANCE N RCC-L TI-03-E Certificate of Compliance-Indoor Lighting Power Allowance (Page 4 of'4) Project Name Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Tim Scott Documentation Author Signature: d~ Company: Scott Design and Title 24, Inc, Signature Date:811812015 Address: 77085 Michigan Drive CEA Certification Identification (if applicable): City/State/Zip: Palm Desert, CA 92211 Phone: (760) 200-4 780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: 02 Architecture Date Signed: Address: 1089 N. Palm Canyon Drive, Suite B License: City/State/Zip: Palm Springs, CA 92262 Phone: (760) 778-8165 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 :::,I A It:: Ut-l_;ALit-UKNIA OUTDOOR LIGHTING CEC-NRCC-L T0-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-L T0-01-E Outdoor Lighting (Page 1 of 4) Project Name: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 Project Address: 2775 Carlsbad Blvd. Carlsbad, CA 92008 Total Illuminated Hardscape Area 0 General Information Phase of Construction: D New Construction 0 Addition D Alteration Outdoor Lighting Zone (OLZ) D OLZ-1 0 OLZ-2 Gi:l OLZ-3 0 OLZ-4 I have confirmed with the AHJ which OLZ applies to this site. For default lighting zone designations, see Title 24 Part 6, §10-114 LIGHTING COMPLIANCE DOCUMENTS (check box for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. (;zl NRCC-LT0-01-E Certificate of Compliance Ql NRCC-L T0-02-E Outdoor Lighting Controls Certificate of Compliance (;zl NRCC-L T0-03-E Outdoor Lighting Power Allowance Certificate of Compliance Summary of Allowed Outdoor Lighting Power Watts 1. I Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LT0-03-E, page 1 = I 58 Complies ONLY if Installed~ Allowed ; 2. I Sum Total INSTALLED Outdoor lighting Wattage from NRCC-LT0-01-E, page 3 58 Declaration of Required Installation Certificates-Declare by checking all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) 121 NRCI-LT0-01-E-Must be submitted for all buildings D Field Inspector 121 NRCI-LT0-02-E-Must be submitted for a lighting control system, or for an D Field Inspector Energy Management Control System (EMCS), to be recognized for compliance. Declaration of Required Certificates of Acceptance-Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) 0 NRCA-LT0-02-A-Must be submitted for outdoor lighting controls. D Field Inspector CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 ;, I A It: Ur \JALirUKNIA CALIFORNIA ENERGY COMMISSION e OUTDOOR LIGHTING CEC-NRCC-L T0-01-E (Revised 05/15) CERTIFICATE OF COMPLIANCE NRCC-L T0-01-E Outdoor Lighting (Page 2 of 4) Project Name: Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 Name or Symbol Description of exempt luminaire in accordance with the exemptions Schedule of luminaires exempt from the cutoff requirements in §130.2(b) Name or Symbol Description of exempt luminaire in accordance with the exemptions Schedule of luminaires exempt from the outdoor lighting control requirements in §130.2(c) Name or Symbol Description of exempt luminaire in accordance with the exemptions CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CEC-NRCC-L T0-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-Ol~E Outdoor Lighting (Page 3 of'4) Project Name Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 --------- A. OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Cutoff Field Inspector A B c D E F G H I How wattage was ~ -I determined ~ 0 OJ ~ ~ r-z .......... c c ~ "' OJ c Name or 3 ~ :P ~-3 n -· -Primary Function area in which Gl " ., Complete Luminaire Description -· ..... ..., n "" n ::J o-X ;::, :J ::xl OJ OJ ::J "' , m m g. ~ "' Item Tag o n ,_. n OJ ro these luminaires are installed OJ -~-"0 w 0 "' 3 0 ~-.., -v;· ~ !:!. ..., ro 0 0.. ro o ::J ro ..., z ~ o :r "' ...... OJ iii" oq :P Qj -;:;-"" ro a. 00 c ;:+ -8" OJ 15 W LED 15 W LED 15.0 D lrJ 3 45 Main Entrance D D 13 w 13 W LED 13.0 r:J D 1 13 Other Entrance/Exit D D D D D D D D D 0 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D ..... ,...., 0 D w LJ D D D D D D D D D D D D D D D D INSTALLED WATIS PAGE TOTAL: Enter sum total of all pages (Sum Total 58 INSTALLED Outdoor lighting wattage) into 58 NRCC-L T0-01-E; Page 1 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA OUTDOOR LIGHTING ----·----~· ·-·· -••••••• -· ~-· ..................... ow .. w ...................... CERTIFICATE OF COMPLIANCE NRCC-LTO-U1."E Outdoor Lighting (Page 4 ofA) Project Name: Narthex Addn, St. Michaels By-The-Sea Church ______ I Date Prepared: 8/18/2015 - DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Tim Scott Documentation Author Signature: d~ Company: Scott Design and Title 24, Inc, Signature Date:811812015 Address: 77085 Michigan Drive CEA Certification Identification (if applicable): City/State/Zip: Palm Desert, CA 92211 Phone: (760) 200-4 780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6oft he California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: 02 Architecture Date Signed: Address: 1089 N. Palm Canyon Drive, Suite 8 License: City/State/Zip: Palm Springs, CA 92262 Phone: (760) 778-8165 -·-·-··------·-·-·----·----·-----·- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA ---····---·----··--·-----· ·-._,,,._., .._,'"""'...._'"'-'""-'' '-'"-'IVIIVII ....... '-'1'-"1'0 ·- CERTIFICATE OF COMPLIANCE N RCC-L TO-Cf'2··E Outdoor Lighting Controls (Page 1 of,,3) Project Name Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 The NRCC-LT0-02-E shall be used to document all mandatory outdoor lighting controls that are applicable to the project. Mandatory Outdoor Lighting Control Declaration Statements Check all that apply: D Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with §110.9(a). D Lighting shall be controlled by a lighting control system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with §130.4(b). Ill All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with §130.1 D Part-Night Outdoor Lighting Controls, as defined in Section 100.1(b), shall meet the requirements in Section 110.9(b)S D All outdoor incandescent luminaires rated over 100 watts, determined in accordance with Section 130.0(c), shall be controlled by a motion sensor. D All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance with Section 130.0(c), shall comply with Backlight, Uplight, and Glare (collectively referred to as "BUG") in accordance with Section 130.2(b) D All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time-switch control in accordance with Section 130.2(c)1 IZl All installed outdoor lighting shall be circuited and independently controlled from other electrical loads by an automatic scheduling control in accordance with Section 130.2(c)2 D All installed outdoor lighting, where the bottom of the lumina ire is mounted 24 feet or less above the ground, shall be controlled with automatic lighting controls in accordance with Section 130.2(c)3 D For Outdoor Sales Frontage, Outdoor Sales Lots, and Outdoor Sales Canopies lighting, an automatic lighting control in accordance with Section 130.2(c)4 D For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, an automatic lighting control in accordance with Section 130.2(c)S IZl Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with §130.4.(a). Outdoor lighting controls shall comply with the applicable requirements of Section 130.2(c) and Reference Nonresidential Appendix NA7.8 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-L T0-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE Outdoor Lighting Controls Project Name Narthex Addn, St. Michaels By-The-Sea Church l Date Prepared: 8/18/2015 MANDATORY OUTDOOR LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST Standards Complying With Outdoor Lighting Control Schedule (v' all that apply, or enter 'E' if Exempted) A B c D E F G H Type/ Description of Lighting Control (i.e. motion sensor, photocontrol, outdoor # (.()'> (.()'> (.()'> (.()'> (.()'> I-' I-' I-' I-' I-' Location and Application of w w w w w !=> !=> !=> !=> astronomical time-switch control, of 0 Luminaires being controlled N N N N N ~ ~ n-centralized time-based zone lighting Units a;-.!2.. I-' N w ':iS: control) ~ CA Building Energy Efficiency Standards-2013 Nonresidential Compliance I (.()'> I-' w !=> N .!2.. U'1 N RCC-L T0-02-E (Page 2 of3) ,, I -I ' "'T'1 (0 :::;.; iii' (/) 0:: .... )> :xl n :J ro n .0 (0 (/) c "0 "0 -· .... (0 ..... OJ n (0 :J .... a. n 0 (0 ..... N 0 "0 "'T'1 OJ OJ (/) (/) - D D' D D D D D D D D D D D 0 D D D D D D 0 0 D D D D D D D D D D D D May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-LT0-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LT0-03"-E Outdoor Lighting Controls (Page 3 of 3) Project Name Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: T" S 1m cott Documentation Author Signature: ~~ Company: Scott Design and Title 24, Inc, Signature Date: 811812015 Address: 77085 Michigan Drive CEA Certification Identification (if applicable): City/State/Zip: Palm Desert, CA 92211 Phone: (760) 200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: 02 Architecture Date Signed: Address: 1089 N. Palm Canyon Drive, Suite B License: City/State/Zip: Palm Springs, CA 92262 Phone: (760) 77 8-8165 ----------------------------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-L T0-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LT0-03-E Outdoor Lighting Power Allowances (Page 1 of4) Project Name Narthex Addn, St. Michaels By-The-Sea Church I Date Prepared: 8/18/2015 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY 1. General Hardscape Lighting Power Allowance (Site Total from Section B of NRCC-LT0-03-E) 11. 0 2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-LT0-03-E. PER APPLICATION PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA from Section C-1 (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. from Section C-2 from Section C-3 58 + 0 + 0 + 0 = I 2. 58 3. Sum Total ALLOWED Outdoor Lighting Wattage (add rows 1 and 2) I 3. 58 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Initial Wattage Total General Hardscape Allowance (IWA) Lighting Allowance A B c D E F G H I Illuminated AWA Per Perimeter Length of LPA per LWA IWA Name of area AWA{BxC) D+G+H Hardscape Area Square Foot General Hardscape Linear Foot {Ex F) {Watts) TOTAL 0 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA ---····--------------------------------------------- CERTIFICATE OF COMPLIANCE NRCC-L TO-O<~~E Outdoor Lighting Power Allowances (Page 2 of 4) ' ProiectName: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/1S/20 1S ---···------·-·· -- c. ADDITIONAL "USE IT OR LOSE IT11 OUTDOOR LIGHTING POWER ALLOWANCES FOR SPECIFIC APPLICATIONS i 0 The additional specific outdoor lighting power allowance shall be the smaller of the allowed lighting power or the actual lighting power used. I 0 Use Outdoor Lighting Zone (OLZ) that is documented on page 1 of NRCC-LT0-01-E to calculate the specific wattage allowances. I C-1. WATTAGE ALLOWANCE PER APPLICATION-Table 140.7-B i 0 Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser I 0 If more than one luminaire type is used per location, use multiple rows for that location A B c D E F G H I J ALLOITED WAITS DESIGN WAITS Wattage Name of Location for Number of Allowance per Allotted Lumina ire which allowance is qualifying qualifying Watts Code or Luminaire Watts per Design Watts Allowed Watts claimed locations location (B X C) Symbol Luminaire Description Quantity luminaire (G x H) (smaller of D or I) Main Entry 1 90 90 15 W LED 15 WLED 3 15.0 45 45 Cry Room Entry 1 90 90 13 w 13 W LED 1 13.0 13 13 Sum total allowance per application on this site: 58 C-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-B 0 If more than one luminaire type is used per location, use multiple rows for that location A B c D E F G H I J ALLOITED WAITS DESIGN WAITS Name of Location for Wattage Allotted Luminaire which allowance is Linear feet of Allowance per Watts Code or Lumina ire Watts per Design Watts Allowed Watts claimed C-:lloC" l:rnn+-.I'Tro -'UI'-.;J I IUIIL06'C linear foot (B X C) Syrnbol Luminaire Description Quantity luminaire (G x H) (smaller of D or I) Sum total allowance for sales frontage on the site:. 0 --------------------- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA -------·----··---------· ·----..... --------. --·······------ CERTIFICATE OF COMPLIANCE NRCC-L TO-O~ Outdoor Lighting Power Allowances {Page 3 of 4) ,_ Project Name: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 811812015 ---· -------------- C-3. WATTAGE ALLOWANCE PER SQUARE FOOT OF HARDSCAPE AREA (Ornamental Lighting) -Table 140.7-B D Allowance for the total site illuminated hardscape area. Luminaires qualifying for this allowance shall be rated for 100 watts or less as determined in accordance with Section 130.0{c), and shall be post-top luminaires, lanterns, pendant luminaires, or chandeliers. D If more than one luminaire type is used per location, use multiple rows for that location A B c D E F G H I J ALLOTTED WATTS DESIGN WATTS Name of area for which Wattage Allotted Lumina ire ornamental allowance is Square feet of Allowance per Watts Code or Luminaire Watts per Design Watts Allowed Watts claimed Hardscape square foot (B x C) Symbol Luminaire Description Quantity lumina ire (G x H) (smaller of D or I) Sum total allowance for ornamental lighting on the site:. 0 C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA-Table 140.7-B D Allowances for Building Facades; Outdoor Sales Lots; Vehicle Service Station Hardscape; Vehicle Service Station Canopies; Sales Canopies; Non-sales Canopies; Guard Stations; Student Pick-up/Drop-off zone: Outdoor Dining; Special Security Lighting for Retail Parking and Pedestrian Hardscape. D If more than one luminaire type is used per location, use multiple rows for that location A B c D E F G H I J ALLOTTED WATTS DESIGN WATTS Name of Location for Wattage Allotted Lumina ire which allowance is Illuminated Area Allowance per Watts Code or Lumina ire Watts per Design Watts Allowed Watts claimed of Application square foot (B x C) Symbol Luminaire Description Quantity lumina ire (G x H) (smaller of D or I) I ' Sum total allowance for specific area on the site: 0 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-LT0-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LT0-~37~ Outdoor Lighting Power Allowances (Page 4 of4) Project Name: Narthex Addn, St. Michaels By-The-Sea Church Date Prepared: 8/18/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Tim Scott Documentation Author Signature: d~ Company: Scott Design and Title 24, Inc, Signature Date: 811812015 Address: 77085 Michigan Drive CEA Certification Identification (if applicable): City/State/Zip: Palm Desert, CA 92211 Phone: (760) 200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Company: 02 Architecture Date Signed: Address: 1089 N. Palm Canyon Drive, Suite B License: City/State/Zip: Palm Springs, CA 92262 Phone: (760) 778-8165 --- CA Building Energy Efficiency Standards-2013 Nonresidential Compliance May 2015 BA Project Address: PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 2775 CARLSBAD BLVD. CALRSBAD CA 92008 Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov j3uilding@carlsbadca.gov Permit No.: Information provided below refers to worl:? being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. B-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... NONE New building sewer line? ......................................................................................... Ves ___ No X Number of new roof drains? ............................................................................................................... 2 Install/alter water line?......................................................................................................................... NO Number of new water heaters?......................................................................................................... NONE Number of new, relocated or replaced gas outlets? .................................................................... NONE Number of new hose bibs? .................................................................................................................. NONE Residential Permits: New/expanded service: Number of new amps: Minor Remodel only: Ves__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: 200 AMPS 70AMPS 70 AMPS Single Phase ............................................................... Number of new amperes ________ _ Three Phase, ................................................................ Number of new amperes ________ _ Three Phase 480 ........................................................ Number of new amperes ________ _ Number of new furnaces, A/C, or heat pumps? ............................................................................ NONE New or relocated duct worl:?? .......................................................................... Ves No X Number of new fireplaces? ................................................................................................................. NONE Number of new exhaust fans? ............................................................................................................. NONE Relocate/install vent?............................................................................................................................. NONE Number of new exhaust hoods? ......................................................................................................... NONE Number of new boilers or compressors? ........................................................... Number of HP NONE Page 1 of 1 Rev. 03/09