Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1905 CALLE BARCELONA; 238; CB101939; Permit
03-24-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB101939 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation; Occupancy Group: Project Title: 1905 CALLE BARCELONA CBAD St: 238 Tl Sub Type: 2550120400 Lot#: $157,500.00 Construction Type: Reference #: HAUTE YOGA- 4,500 SF SHELL TO YOGA STUDIO COMM 0 5B Applicant: MARTIN MENDEZ NADEL ARCHITECTS STE100 4435 EASTGATE MALL 92121 6192328424 Status: ISSUED Applied: 10/20/2010 Entered By: LSM Plan Approved: 03/24/2011 Issued: 03/24/2011 Inspect Area: Plan Check#: Owner: FOURTH QUARTER PROPERTIES XXX L L C C/0 THOMAS TROPEA 45 ANSLEY DR NEWNAN GA 30263 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check 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 Expedited Plan Review $857.05 Meter Size $0.00 Add'l Reel. Water Con. Fee $557.08 Meter Fee $120.00 SDCWAFee $0.00 CFD Payoff Fee $33.08 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $4.00 HMP Fee $0.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $2,866.50 $0.00 $0.00 $0.00 $0.00 $0.00 $223.00 $310.00 $90.50 $0.00 $0.00 $0.00 $0.00 $5,061.21 Total Fees:$5,061.21 Total Payments To Date:$5,061.21 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. (25 1O t<\ 3>9 Est. Value / S"7 5OQ Plan Ck. Deposit 10/19/10 JOB ADDRESS 1905 Calle Barcelona, Carlsbad, CA SUITE#/SPACE*/UNIT* 238 255 012 04 CT/PROJECT ## OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME Haute Yoga CONSTR. TYPE VB B DESCRIPTION OF WORK: Include Square Feet of Affected AreafS) Interior improvements to an existing portion of a shell tenant space for a 4,500 sq ft yoga studio to include new showers, toilets and locker rooms. Installation of non-bearing partitions, suspended ceiling, lighting, rooftop HVAC units and exhaust fans. All fire systems and signs are not a part of this scope, and will be under a separate permit. EXISTING USE PROPOSED USE yoga studio GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE AIR CONDITIONING YES F/INO [~~1 FIRE SPRINKLERS YES | |NQ| | CONTACT NAME (If Different Fom Applicant)APPLICANT NAME Martin Mendez, Nadel Architects ADDRESS ADDRESS 4435 Eastqate Mall, Suite 100 CITY STATE ZIP CITY San Diego STATE CA ZIP 92121 PHONE FAX PHONE 619-232-8424 FAX 619-232-7179 EMAIL EMAIL mmendez@nadelarc.com PROPERTY OWNER NAME Dino Flacco CONTRACTOR BUS. NAMEs tSVtg-n<L ADDRESS 437 S.Hwv 101, Suite 401 ADDRESS dino@hauteyoga.com James P. Connelly. Nadel Architects civil penalty of not more than five hundred dollars ($500)). WORKERS' COMPENSATION 'epair any structure, prior to its issuance, also requires theChapter 9, commending with Section 7000 of Division 3 of the"031.5 by any applicant for a permit subjects the applicant to a Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: \ 11 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. I 11 have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of thework for which this permit is issued. My workers' compensation insurancecarrier and policy y number are: Insurance Co $yV>4p?> ^ AfS^C^'ivri-g^ ^ Policy No *\ \£> — ffi \ffi-f %£?~OJ-O3L Expiration Date lO/t>l /I / This section need not be completed if the permit is for one hundred dollars ($100) or less.^"*^ l^oSl* A -3=t4$ u>/»4 •'CC C£mf)<+*y \ I Certificate of Exemption: i certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, darnages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ^CONTRACTORSIGNATURE/Ox>K /Ovt/*- j^AGENT C OWNER-BUILDER DECLARATION / hereby affirm that I am exempt from Contractor's License Law for the following reason: | | 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 I 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 contractors) licensed pursuant to the Contractor's License Law). I I I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. I lYes I [NO 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATURE QAGENT DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY 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? I I Yes I / iNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or aNuality management district? LJYes I/I No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I lYes f/1 No 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 thatl have read the application and state that the aboveinformation is correct and that thelnfonnation on Hie plans is acoiiate. I agree to oompry with all City ordinances and State lavvsielatlngtobu 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 thisfio$e shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or w/m authorized by such pferfjij 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). xgf APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For: 07/05/2011 Permit# CB101939 Title: HAUTE YOGA- 4,500 SF SHELL TO Description: YOGA STUDIO Inspector Assignment: TP Sub Type: COMM 1905 CALLE BARCELONA 238 Lot: 0 Type:TI Job Address: Suite: Location: OWNER FOURTH QUARTER PROPERTIES XXX L L C Owner: Remarks: Phone: 6199218898 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: RON Entered By: JANE AN Act Comments Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PCR11071 ISSUED HAUTE YOGA: REVISION TO GAS; Inspection History Date 06/30/2011 06/29/201 1 06/28/2011 06/28/201 1 06/24/2011 06/24/2011 06/24/201 1 06/23/2011 06/20/2011 06/20/2011 06/20/2011 06/15/2011 06/02/2011 Description 89 Final Combo 89 Final Combo 49 Final Mechanical 89 Final Combo 23 Gas/Test/Repairs 29 Final Plumbing 39 Final Electrical 23 Gas/Test/Repairs 21 Underground/Under Floor 23 Gas/Test/Repairs 303 Overhead Visual 23 Gas/Test/Repairs 14 Frame/Steel/Bolting/Welding Act CO CO CO CO AP PA PA NR AP AP CPL PI AP Insp TP TP TP TP PY PY PY PY TP TP DF TP TP Comments NO ACCESS BLDG LOCKED NO SUPER NO SUITE 238 LOW PSI, MFD PSI LINES & U/G GAS LINE MAIN TO SUITE Needs to provide thumb screw on exit door prior to final START 24 HR TEST T-CLNG City of Carlsbad Bldg Inspection Request For: 07/05/2011 Permit# CB101939 06/02/2011 34 Rough Electric AP TP 06/02/2011 44 Rough/Ducts/Dampers AP TP 05/31/2011 14 Frame/Steel/Bolting/Welding . CO TP 04/21/2011 14 Frame/Steel/Bolting/Welding PA TP 04/21/2011 34 Rough Electric PA TP 04/15/2011 17 Interior Lath/Drywall AP PD 04/12/2011 16 Insulation AP TP 04/08/2011 14 Frame/Steel/Bolting/Welding AP TP 04/08/2011 24 Rough/Topout PA TP 04/08/2011 34 Rough Electric AP TP 04/07/2011 14 Frame/Steel/Bolting/Welding PA TP 04/07/2011 24 Rough/Topout NR TP 04/07/2011 34 Rough Electric PA TP 04/07/2011 44 Rough/Ducts/Dampers NR TP Inspector Assignment: TP CLNG LITES DUCTS T-CLNG HARD CLNG AREAS (! RESTRMS, SHOWERS WALLS WATER TEST CLNG AP PNDNG ENG CHG FOR SHOWERS WALLS City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check ft Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected j, Bv: ^K_. Inspected Bv: Inspected Bv: Comments: CB101939 HAUTE YOGA- 4,500 SF SHELL TO YOGA STUDIO 1905 CALLE BARCELONA #238 LANCE Phone: 6197781354 LC Water Dist: O "^^S s Date ^ ^~^\^<^ Inspected: o'<_£2vv Date Inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 Approved: Xr Approved: Approved: 06/29/201 1 Tl COMM Disapproved: Disapproved: Disapproved: Development Services Building Division CITY OF Plan CheCk 1635 Faraday Avenue CARLSBAD Comments ™J£2££ c & By: Steve BorOSSay (Contact Hours for Steve: Tues.-Fri., 1pm - 5pm) Phone: 760-602-7541 Pormit- (^E> I0^-g>«3 Address- \^OS" Co-llg I^Q.r^g-l'On.dL_ Date; \O/2~Z-/ IO v * When corrections from all departments are received please run new prints • ^s~-^>* Please respond by indicating location of Plan Check items on plans * Provide: A statement on the Title Sheet of the plans stating that the project shall comply with the 2007 CA Building Code, 2007 CMC, 2007 CPC, 2007 CEC and the 2008 CA Energy Efficiency Standards. Provide: A note titled "Scope of Work" describing the work to be performed under this permit. lB>L-t>G, TVT^- V-fe,Ol_ •=- Al,o; 0 ^f G- W"OvA.ce_ <3&jCc owcs QCce.«s.st.«_ t _c Q CJ; " vj \ ' ' <A j Approved on: ^t~^/ - By; • ot/v. <a. v^ "(Ifiyqtiirml) Complete plans and specifications for fire alarm systems, fire TT extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon 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)" \V- \ 0 ^/Mr" 4-W 17. Indicate draftstopping in attics, mansards, overhangs or other concealed roofs spaces and specify draftstopping materials at the following locations (CBC 717.4) on plans: Q Unsprinklered R-1, R-2 with three or more dwelling units (installed in line with unit separations); Q Other unsprinklered occupancies where horizontal floor/ceiling space exceeds 3000 sq. ft.; Q Sprinklered high-rise buildings, A, E, H, I and L occupancies per CBC 111 where horizontal floor/ceiling space exceeds 9000 sq. ft. or greatest horizontal dimension exceeds 100 feet. 18. Joints in fire-rated walls and floors/ceilings shall comply with CBC 713. Detail all joints on the plans. / 19. Specify interior wall and ceiling finish for all spaces on plans. Space labeled required to have class finish per CBC Table 803.5 J. EXITING 1. Specify occupant load for overall building and individual spaces. Indicate occupant load factor(s) used per CBC Table 1004.1.1, net floor area and gross floor area. 2. Assembly space labeled must have occupant load posted in conspicuous place near main exit or exit-access doorway from space. (CBC 1004.3) 3. Building requires £•" exits from story. (CBC Tables 1019.1 and 1019.2) 4. Space labeled requires exits. (CBC Tables 1015.1 and 1019.1) 5. Exits or exit-access doors from shall be placed a distance apart equal to not less than one-half the maximum overall diagonal of the area served measured in a straight line between exits or exit-access doors (separation of at least one-third the maximum overall diagonal required in sprinklered buildings). (CBC 1015.2.1) 6. Exit travel distance from space labeled . exceeds allowable values per CBC Table 1016.1. 7. Egress from space labeled may not pass through space labeled . (CBC 1014.2) 8. Egress from space labeled must include two separate and distinct paths to two exits before occupants travel feet. (CBC 1014.3) 9. Provide corridor width per occupant load served, minimum 44" (36" for occupant load under 50). (CBC 1017.2 and Table 1005.1) 10. Detail corridor wall and floor/ceiling assemblies showing 1 -hour-rated construction (CBC Table 1017.1) with 20-minute -rated self- or automatic-closing doors (CBC Table 715.4) and 3/4-hour-rated windows (CBC Table 715.5) for: Q Unsprinklered A, B, F, M, S and U occupancies with corridor occupant load more than 30; Q A occupancies requiring rated corridors per CBC 1025.3; Q E occupancies with corridor occupant load more than 10; a Sprinklered R occupancies with corridor occupant load more than 10; Q Sprinklered I occupancies with corridor occupant load more than 6; Q Sprinklered H-4 and H-5 occupancies with corridor occupant load more than 30; Q Sprinklered H-1, H-2, H-3 and L occupancies. 11. Corridors not allowed as shown without automatic sprinkler system throughout the building. (CBC Table 1017.1) 12. Cumulative area of windows in corridor shall not exceed 25 percent of area of common wall with any room. (CBC 715.5.7.2) 13. Corridor dead ends may not exceed 20 feet (50 feet for sprinklered B and F occupancies). (CBC 1017.3) . 14. Provide complying aisles and aisle accessways from spaces containing seats, tables, furnishings or displays. (CBC 1014.4) 15. Provide adequate illumination and emergency power along all egress paths. Specify all requirements on plans. (CBC 1006) \ Provide ollluminated exit signs, Gnactile exit signs, Qfloor-level exit signs, Q'path marking. (CBC 1011.1 -1011.6) '17. Specify sizes and operations of all doors. OVN, B\ 18. Provide adequate cumulative exit door width. Exits from spaces requiring multiple exits shall be sized such that loss of one exit does not reduce egress capacity by more than 50%. (CBC 1005.1) 19. All egress doors (including those in excess of required number) must meet the following: Q Minimum 32" clear width (CBC 1008.1.1); Q Maximum 48" door leaf (swinging doors) (CBC 1008.1.1); Q Minimum 6'8" height (CBC 1008.1.1); Q Hardware 34"-48" above finished floor (CBC 1008.1.8.2) and as required by CBC 1126A.6and 1133B.2.5.2 (if applicable). on plans: "Egress doors shatt be readily openable from the egress side without the use of a key or special knowledge or effort." (CBC 1008.1.8) ,. 21. Exit doors shall swing in the direction of egress where serving an occupant load of 50 or more or an H occupancy. (CBC 1008.1.2) 22. Q Revolving door, Q power-operated door, Q horizontal-sliding door at space labeled does not meet egress provisions for special doors. (CBC 1008.1.3) 23. Panic hardware or fire exit hardware required on each door in a means of egress from an A occupancy (or assembly area not assified as A occupancy), E, I-2 or 1-2.1 occupancies with occupant load of 50 or more and any H occupancy. (CBC 1008.1.9) ocks and latches not permitted except on main exterior doors(s) of B, F, M and S occupancies, places of religious worship, and A occupancies with occupant load 300 or less, provided a sign is posted on the egress side on or adjacent to the doors stating: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." Specify on plans. (CBC 1008.1.8.3) 25. Provide the following for all stairways: Q Width per occupant load served, minimum 44" (36" for occupant load under 50) (CBC Table 1005.1 and 1009.1); Q Minimum 6'8" headroom (CBC 1009.2); Q Risers 4"-7" (CBC 1009.3); a Minimum 11" treads (CBC 1009.3); Q Landing depth not less than stairway width, up to 48" (CBC 1009.4); Q Maximum 12' vertically between landings (CBC 1009.6); Q Handrails both sides (CBC 1009.10); Q Handrails 34" -38" height above treads (CBC 1012.2); Q Handrails extending 12" beyond top riser and continuing to slope depth of one tread beyond bottom riser (CBC 1012.5); - Q Structural details; a _-hour-rated construction per construction type (CBC 1009.5 and Table 601) 26. Inner radius of curved stairs shall be not less than twice the required stairway width. (CBC 1009.7) 27. Spiral stairs only allowed as egress from space not more than 250 sq. ft. and serving not more than five occupants. (CBC 1009.8) 28. Enclosed usable space under stairways shall be one-hour-rated construction or the fire-rating of the stairway enclosure, whichever is greater. (CBC 1009.5.3) 29. Provide 1 -hour-rated exit enclosures with 1 -hour-rated self- or automatic-closing doors for interior exit stairways/ramps (connecting less than four stories). Openings into exit enclosures limited to those required for egress. Detail enclosure wall and floor/ceiling assemblies. (CBC 1020.1 and Table 715.4) 30. Provide adequate construction and opening protection for building walls adjacent to exterior exit stairways, ramps and balconies. (CBC 1014.5.1 and 1023.6) 31. Provide 42" guardrail with 4" maximum openings at . (CBC 1013.1) PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE \0\2jollO I V RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$17,000.00) TENANT IMPROVEMEN PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHE PLANNER DATE ENGINEE DATE H:\0evelopmenl Serv)C8S\Correspondence\OnttveroaVar plancheddngVBUILDING PLANCHECK CKLIST FORM - PUNNING ENGINERINO APPROVALS.doCX PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 10-1939 DATE 10/20/10 ADDRESS 1905 Calle Barcelona RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE PO IMPROVEMENT COMPLETE OFFICE BUILDING ENGINEER H:\ADMIN\COUNTER/PUNNINC/ENGINBERINC APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 11-16-2010 Reviewed by: Name: MARTIN MENDEZ Address: NADEL ARCHITECTS STE100 4435 EASTGATE MALL SAN DIEGO 92121 Permit #:CB 101939 Job Name: HAUTE YOGA- 4,500 SF SHELL TO Job Address: 1905 CALLE BARCELONA CBAD St: 238 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0004254 [NOT MET] 1. Change Occupancy Group to A-3 / B. 2. Provide double-faced exit sign at matchlines B.I and 14 arrowed towards main entrance. 3. Provide (1) 2A:10BC fire extinguisher in the Reception Area on the SW corner of Office Bl near entry to Locker Rooms facing Dbl Drs to Studios. Entry: 11/15/2010 By: GR Action: CO Cond: CON0004258 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 11/16/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 11-15-2010 Reviewed by: Name: Address: MARTIN MENDEZ NADEL ARCHITECTS STE100 4435 EASTGATE MALL SAN DIEGO 92121 Permit #: CB101939 Job Name: HAUTE YOGA- 4,500 SF SHELL TO Job Address: 1905 CALLE BARCELONA CHAD St: 238 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions; Cond: CON0004254 [NOT MET] 1. Change Occupancy Group to A-3 / B. 2. Provide double-faced exit sign at matchlines B.I and 14 arrowed towards main entrance. 3. Provide (1) 2A-.10BC fire extinguisher in the Reception Area on the SW corner of Office Bl near entry to Locker Rooms facing Dbl Drs to Studios. Entry: 11/15/2010 By: GR Action: CO Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 03-18-2011 Reviewed by: Name: Address: MARTIN MENDEZ NADEL ARCHITECTS STE100 4435 EASTGATE MALL SAN DIEGO 92121 Permit #: CB101939 Job Name: HAUTE YOGA- 4,500 SF SHELL TO Job Address: 1905 CALLE BARCELONA CBAD St: 238 Conditions: Cuml. CON00042J4 [NOT MET] 1. Change Occupancy Group to A 3 / D.« 7 Prr»HHp Hnnhlp-farprl pvit sign at mntphliripg B 1 anH 14 arrnwpH towards main 3. Provide (l)'2A!lODC-^ro-oxtmgHi^ oornor of Office Bl noor entry to Looker Rooms facing Dbl Drs to Studios. Entry: 11/15/2010 By: GR Action: CO Cond: CON0004258 THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 11/16/2010 By: cwong Action: AP Entry: 03/18/2011 By: GR Action: AP This approval is for Delta 4 plan revisions. MESRI ENGINEERING 6798 LA JOLLA BOULVARD LA JOLLA, CALIFORNIA 92037 [P] 858 454 0883, [F] 858 459 3428 [email] MIKE_MESRI@SBCGLOBAL.NET HAUTE YOGA ADDITION OF 6-NEW ROOF TOP UNITS 1905 CALLE BARCELONA SUITE 238 CARLSBAD CA, 92009 October 6,2010 StTl0 .:, C 4- ^ -^ vr" A , \/ ....-7^- -1 il if TO CAlC . a iicc \jj gcu^uuci Do you own a business?'JL»*£3u£L& Google.com/places Ads by Google geocoder.us / geocoder.net find the latitude & longitude of any US address - for free Address 2200 Calle Barcelona Carlsbad CA 92009 (33.07336, -117.260239) 33.07336 ° Latitude N 33 ° 4' 24.1" 33 ° 4.4016' (degree m.mmmm) -117.260239 ° Longitude W 117 ° 15' 36.9" -117 ° 15.6143' (degree rn.mmmm) Search for another address: i 1905 calle barcelona, carlsbad ca 92009 Submit (it can take a bit for the map to load-wait for the red circle to turn green. Stay in your happy place.) And You might try adding a comma between the street and the city name, as this often helps to disambiguate complex addresses. If you'd like help, drop an e-mail to missing@geocoder.us, and we'll try to help you find your location. If you want a bunch of addresses geocoded you can send a file (text or Excel work fine) to the same address. They will be geocoded and sent back to you. If you are happy the cost is $50 per 20,000 records with a minimum cost of $50, which you can pay via paypal to billing@geocoder.us = geocoder.us = © 2004-8 Locative Technologies = terms & conditions = contact us = 2. Iof2 8/12/2010 10:23 AM Conterminous 48 States 2006 International Building Code Latitude = 33.07336 Longitude = -117.260239 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.201 (Ss, Site Class B) 1.0 0.450 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 33.07336 Longitude = -117.260239 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.02 ,Fv = 1.55 Period Sa (sec) (g) 0.2 1.225 (SMs, Site Class D) 1.0 0.698 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 33.07336 Longitude = -117.260239 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.02 ,Fv = 1.55 Period Sa (sec) (g) 0.2 0.817 (SDs, Site Class D) 1.0 0.466 (SD1, Site Class D) DuU'-*" 2> :J( e^> r- ,80..!: o v\'>H y 2.ST 80 ^3 A /; ft , 4? ^ \i 1. -/PL^ To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev: »«X>1 Title : Job # Dsgnr: Date: 5:49PM, 14FEB02 Description : Scope : Single Span Beam Analysis Page 1 j Description LAOASTA BLDG #1 . TV/ General Information Center Span 39.00ft Left Cantilever ft Right Cantilever ft Uniform Loads On Center Span... #1 0.310 k/ft Point Loads Magnitude 0.500 k Location 19.500 ft [ Query Values I Moment of Inertia 375.000 in4 Elastic Modulus 29,000 ksi Beam End Fixity Pin-Pin I On Left Cantilever... On Right Cantilever... #1 k/ft #1 k/ft i k k k k ft ft ft ft 1 Center Location 0.000ft Left Cant 0.000ft Right Cant 0.000ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 6.29 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in 1 Summary 1 Moments... Max + © Center 63.80 k-ft Max -©Center 0.00 k-ft @ Left Cant 0.00 k-ft ©Right Cant 0.00 k-ft Maximum = 63.80 k-ft i i Shears... Reactions... at 19.46ft ©Left 6.29k ©Left 6.29k at 0.00ft ©Right 6.29k ©Right 6.29k Maximum 6.29 k jiDeflections... ©Center -1.582 in at 19.54ft ©Left Cant. 0.000 in at 0.00ft ©Right Cant 0.000 in at 0.00ft (c)1983-98 ENERCALC KW-0603482, Ve:-5.0.6, 15-Jul-1998, Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. " Rev: 306001 Title: Job# Dsgnr: Date: 5:50PM, 14FEB02 Description : Scope : Single Span Beam Analysis Page 1 I Description LAOASTA BLDG #1 General Information Center Span 39.00ft Left Cantilever ft Right Cantilever ft Uniform Loads On Center Span... #1 0.170 k/ft Query Values 1 Moment of Inertia 375.000 in4 Elastic Modulus 29,000 ksi Beam End Fixity Pin-Pin 1 On Left Cantilever... On Right Cantilever... #1 k/ft #1 k/ft 1 Center Location 0.000ft Left Cant 0.000ft Right Cant 0.000ft Moment 0.00 k-ft ' 0.00 k-ft 0.00 k-ft Shear 3.31 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in 1 Summary 1 Moments... Max + @ Center 32. 32 k-ft Max -©Center 0.00 k-ft @ Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Maximum = 32.32 k-ft Shears... Reactions.., at 19.54ft ©Left 3.31k ©Left 3.31k at 39.00ft ©Right 3.31k ©Right 3.31k Maximum 3.31 k Deflections.,. ©Center -0.814 in at 19.54ft ©Left Cant. 0.000 in at 0.00ft @ Right Cant 0.000 in at 0.00ft ! "(c)1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. £ev: 506001 Title : Job # Dsgnr: Date: 5:54PM, 14FEB02 Description : Scope : Single Span Beam Analysis Page 1 I Description LAOASTA BLDG #1 General Information Center Span 25.00ft Left Cantilever ft Right Cantilever ft Uniform Loads On Center Span... #1 0.340 k/ft Point Loads Magnitude 0.500 k Location 12.500 ft Query Values I Moment of Inertia 199.000 in4 Elastic Modulus 29,000 ksi Beam End Fixity Pin-Pin I On Left Cantilever... On Right Cantilever... #1 k/ft #1 k/ft 1 k k k k ft ft ft ft 1 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 4.50 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in 1 Summary | Moments... Max + © Center 29.68 k-ft Max - @ Center 0.00 k-ft @ Left Cant 0.00 k-ft ©Right Cant 0.00 k-ft Maximum = 29.68 k-ft ! Shears... Reactions... at 12.53ft ©Left 4.50k © 1.. eft 4.50k at 0.00ft ©Right 4.50k ©Right 4.50k Maximum 4.50 k Deflections... ©Center -0.567 in at 12.53ft ©Left Cant 0.000 in at 0.00ft ©Right Cant 0.000 in at 0.00ft I (c)1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 A \ B ^ tk<\ Tb f p f (61 "To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rev. J0<5001 1 ^^^^^^^ Title : Job # Dsgnr: Date: 6:1 9PM, 14FEB02 Description : Scope : Single Span Beam Analysis Page 1 | Description LAOASTA BLDG #1 General Information Center Span 27.00ft Left Cantilever ft Right Cantilever ft Point Loads Magnitude 1.500k Location 13.500 ft Query Values 1 Moment of Inertia 843.000 in4 Elastic Modulus 29,000 ksi Beam End Fixity Pin-Pin 1 8.200 k 8.200 k 8.200 k k 8.000 ft 16.000 ft 22.000ft ft 1 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 11.38k 0.00k 0.00k Deflection 0.00000 'in 0.00000 in 0.00000 in 1 Summary 1 Moments... Max + @ Center 11 2.66 k-ft Max - © Center 0.00 k-ft ©Left Cant 0.00 k-ft ©Right Cant 0.00 k-ft Maximum = 112.66 k-ft Shears... Reactions... at 15.96ft ©Left 11.38k ©Left 11.38k at 0.00ft ©Right 14.72k ©Right 14.72k Maximum 14.72 k Deflections... ©Center -0.582 in at 13.74ft @ Left Cant 0.000 in at 0.00 ft ©Right Cant 0.000 in at 0.00ft (c)1983-98 ENERCALC KW-0603482, Ver 5.0.6,15-Jul-1998, Win32 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 5) MECH-1 C Project Name: Date: HAUTE YOGA 1 0/1 9/201 0 Project Address: Conditioned Floor Area: 1 905 CALLE BARCELONA, SUITE 238, CARLSBAD 4380 General Information Building Type: [7] Nonresidential Q High-Rise Residential Q Hotel/Motel | | Schools (Public School) | | Relocatable Public Schools | | Conditioned Spaces | | Unconditioned Spaces Phase of Construction: Q New Construction | | Addition PI Alteration Method of Compliance: I I Component I I Overall Envelope TDV Energy | I Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: HVAC SYSTEM DETAILS Equipment2 Item or System Tags (i.e. AC-1, RTU-1.HP-1) Equipment Type4: No. of Systems Max Allowed Heating Capacity Minimum Heating Efficiency Max Allowed Cooling Capacity Cooling Efficiency Duct Location/R-Value Duct Leakage Testing - If Yes, a MECH-4A must be submitted Economizer Thermostat Fan Control Equipment2 Item or System Tags (i.e. AC-1, RTU-1.HP-1) Equipment Type4: No. of Systems Max Allowed Heating Capacity Minimum Heating Efficiency Max Allowed Cooling Capacity Cooling Efficiency Duct Location/R-Value Duct Leakage Testing - If Yes, a MECH-4A must be submitted Economizer Thermostat Fan Control Inspection Criteria RTU-1 & 2 PACKAGED DX 2 79,100 Btu/hr 81%AFUE 50,750 Btu/hr 14.6 SEER R-6 Yes No Economizer Setback Required Constant Volume Inspection Criteria RTU-3 & 5 PACKAGED DX 2 52,500 Btu/hr 81%AFUE 35,000 Btu/hr 14.8 SEER R-6 Yes No Economizer Setback Required Constant Volume FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Special Feature1 D D Dnnnnn n nnn Pass n nnunnaa a uun Fail - Describe Reason3 n nnnnnn Q n nn i FIELD INSPECTION ENERGY CHECKLIST Special Feature1 D u nnnnnn n u nu Pass a a nunnun a n uu Fail - Describe Reason3 a n na Dnan a n an 1. Indicate special features DETAILS on Page 2 of the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg. or Split), VAV, HP (Pkg. or Split), Hydronic, PTAC, or other 2008 Nonresidential Compliance Form August 2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 5) MECH-1 C Project Name: Date: HAUTE YOGA 1 0/1 9/201 0 Project Address: Conditioned Floor Area: 1 905 CALLE BARCELONA, SUITE 238, CARLSBAD 4380 General Information Building Type: I •/ \ Nonresidential | | High-Rise Residential | | Hotel/Motel Q| Schools (Public School) Q] Relocatable Public Schools Q Conditioned Spaces Q Unconditioned Spaces Phase of Construction: | | New Construction | | Addition |j/| Alteration Method of Compliance: I I Component | | Overall Envelope TDV Energy LJ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: HVAC SYSTEM DETAILS Equipment2 Item or System Tags (i.e.AC-1,RTU-1,HP-1) Equipment Type": No. of Systems Max Allowed Heating Capacity Minimum Heating Efficiency Max Allowed Cooling Capacity Cooling Efficiency Duct Location/R-Value Duct Leakage Testing - If Yes, a MECH-4A must be submitted Economizer Thermostat Fan Control Equipment2 Item or System Tags (i.e. AC-1,RTU-1,HP-1) Equipment Type4: No. of Systems Max Allowed Heating Capacity Minimum Heating Efficiency Max Allowed Cooling Capacity Cooling Efficiency Duct Location/R-Value Duct Leakage Testing - If Yes, a MECH-4A must be submitted Economizer Thermostat Fan Control Inspection Criteria RTU-4 PACKAGED DX 1 39,200 Btu/hr 81%AFUE 26,800 Btu/hr 14.0 SEER R-6 Yes No Economizer Setback Required Constant Volume Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Special Feature1 n n nnnnnn n n nn Pass n nnnnnnn n nnn Fail - Describe Reason3 n nn G nnn n n nnn FIELD INSPECTION ENERGY CHECKLIST Special Feature1 D Un nn nnn n u nn Pass n u nnnn nn n nnn Fail - Describe Reason3 D Dn n G Dnn n n nn 1. Indicate special features DETAILS on Page 2 of the Inspection Checklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas (Pkg. or Split), VAV, HP (Pkg. or Split), Hydronic, PTAC, or other 2008 Nonresidential Compliance Form August 2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 2 of 5) MECH-1C Project Name: HAUTE YOGA Date: 10/19/2010 SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention to the items specified in this check/list. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building of design that otherwise complies based on the adequacy of the special justification and documentation submitted. Discrepancies: 2008 Nonresidential Compliance Form August 2009 oXoUJ <D 'SQ W OUJX U CD K UJ UJ Zgi-o UJ Q.wz UJ •o (0 UJo 0O Project Name:HAUTE YOGACD•s *..e ;:- i fe.3 a> 2.sa w ^ ^ - •Q (0 £•.9 5l.t§£1 §.*£G (h 03 COr= = £ Q- 8 « li 111!11-- ^IPll^&~ y> ^ 2<5 •91 <u Fw S § g 111!|8^=s » w S •£ 3*i25 g'S Ss §1 »i*5|s« iiS as &S-8s 8CDsO)•ia s (0 O <DX **- O .III | | T^|8 at<B c <» &I5 ? o < C —. - a 5 ••§ cs. S> ? « «i p- is CD? ^ en CD cXp £ - c to is •*= •§ ^s-slllT3 O (D -p. -O 5(0® 81S1I lSl'"| •ft to (U .^1 g &82 -S co- £ •§ § 3 -* <t>o o ics"S -gl•s °- " u I |s <°S€a ! i*8 JS ..1ill113CO -t-^11w Q) O) +*> ™ « W 0 ojN «II§5 -S2• -° = E •* -i 0 > *o nt RequiringionEquiVerifiHnn n n n n s 3 DD n n n U n n n nn n n n n n n n nn n n n n n n I] n n n n 13 nnn n n n n n n I] n n DDnDDD DH DD DD DD DD n n U. 8 o "3 oXoUJ10"S^tS. \-V)_j o UJ o 0(£UJ UJ Zg NSPECT•» Q UJ U. cre UJ 0i Q. O 0 IIo LU|— ^^O u.p ff UJ O ooC!OJo1 ^/n 0 O1 >• Z LU*- | — tu 13•o-< 55 T— OLU <£ J i OLU ECH-13A2 < 0LU CO "S. uS Q 1,W ir0)Ei<u Q_ "w .2 E? 5?<D LU u> LU t E 76 " ~ 2 rn03 O IU •S o O c J3 55 "^ OJ E >jX 'S Q S W LU imatic FaultSection &gnostics forir & Zone•§ Q S'<< 5 08 w « C "^ C±S O W 3 SB 8 xUL <D 0) Qu> .2 *— H- W ° i 3 D)C Bi5i— O!C '5CT ^t: EQ. CTLU O zoo_l oz oLU n n n n 1C U5 CO c\f^_r Z) o: H n D n n n -, n n i] n n n n n n ^ n n n n n n n n n n m i] n n n n n n n n n n n n n n n n n n n n ^ n n n i] n u n n n Zl n n n n n n D n u I] D n n n n n ^ n n n ^ m n n n n n n 3 n D H n n n n n n n n n n D n I I o m CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 5 of 5) MECH-1 C Project Name: HAUTE YOGA Date: 10/19/2010 Documentation Author's Declaration Statement . / • I certify that this Certificate of Compliance documentation is accurate and complete. Jy f Name: Signature: ^—^fr~*~~l f ~ ^^ Rickert Henriksen — " // /\J ^ Company: SI D, Sacramento Engineering Consultants _/ *• ^ Address: S If 10555 Old Placerville Road / C . / c City/State/Zip: //" P Sacramento, CA 95827 Applicable: EA# EPE# none: (916) 368-4468 Principal Mechanical Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. • This Certificate of Compliance identifies the mechanical features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented in this Certificate of Compliance are consistent with the information prtvided to document this design on the other applicable compliance forms, worksheets, calculations, plans antriSpecificatpns submitted to the enforcement agency for approval with this building permit application. // t^"^^"^^ Name: Signature: — XX /I/" ^*" Rickert Henriksen S I ^r Company: S ' C Sacramento Engineering Consultants S Address: S Li 10555 Old Placerville Road / City/State/Zip: /X P Sacramento, CA 95827 1^ Mandatory Measures Indicate location on plans of Note Block for Mandatory Measures ate: 10/19/2010 cense # M29816 none: (916) 368-4468 MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. \ | MECH-1 C Certificate of Compliance. All pages required on plans for all submittals. I I MECH-2C Mechanical Equipment Summary is required for all submittals. I I MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. I I MECH-4C Fan Power Consumption is required for all prescriptive submittals. 2008 Nonresidential Compliance Form August 2009 AIR SYSTEM REQUIREMENTS (Part 1 of 3) MECH-2C Project Name: HAUTE YOGA No. of Systems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC or Heat Pump Thermostats Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Design Heating Load Calculated Design Cooling Load Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat and Cool Air Supply Reset Electric Resistance Heating1 Heat Rejection System Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4A must be submitted Date: 10/19/2010 Indicate Air Systems Type (Central, Single Zone, Package, VAV or etc...) T-24 Sections 112(a) 112(a) 112(b), 112(c) 112(c), 115(a) 121(b) 121(b) 121(c) 121(0) 122(e) 122(e) 122(f) 122(g) 123 124 RTU-1 & 2 2 RTU-3 & 5 2 RTU-4 1 Indicate Page Reference on the Plans or Schedule List or list information below 81%AFUE 14.6 SEER/12.0 EER N/A N/A NO 610,655 N/A N/A PROGRAMMABLE SWITCH SETBACK REQUIRED Auto N/A R-6.0 81%AFUE 14.8 SEER/12.0 EER N/A N/A NO 500, 450 N/A N/A PROGRAMMABLE SWITCH SETBACK REQUIRED Auto N/A R-6.0 81%AFUE 14.0 SEER/12.0 EER N/A N/A NO 100 N/A N/A PROGRAMMABLE SWITCH SETBACK REQUIRED Auto N/A R-6.0 144(a&b) 144(a&b) 144(c) 144(c) 144(c) 144(d) 144(e) 144(f) 144(gO §144(h) §144(i) 144(k) 25,350 Btuh, 27,060 Btuh 53,235 Btuh, 56,826 Btuh CONSTANT VOLUME N/A N/A NO NO ECONOMIZER CONSTANT TEMP N/A N/A N/A Yes 20,850 Btuh, 20,440 Btuh 38,920 Btuh, 35,770 Btuh CONSTANT VOLUME N/A N/A NO NO ECONOMIZER CONSTANT TEMP N/A N/A N/A Yes 22,900 Btuh 27,480 Btuh CONSTANT VOLUME N/A N/A NO NO ECONOMIZER CONSTANT TEMP N/A N/A N/A Yes 1. Total installed capacity (MBTU/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. 2008 Nonresidential Compliance Form August 2009 OCjlOUl*«*o•eTOt- i IREMEN1^OUlcc.[WATER SIDE SYSTEIOOCMC3513 T~Q [Project Name:HAUTE YOGAbtt•| *oS c jo S p U •B, ^0>«0 £ J«> "53 <D V How . °iE IQ)•*-> ,—i T~ 6 0) rn D. of Systemsz Nco•e(B 'SQ>5" o w •5a. c0 0>Uc2,« UIK O)TOQ. w.tj•B co•eo (/) 3vi IMANDATORY MEASURES^ ^co CM JEquipment EfficiencyCOCM JFipe Insulation(PRESCRIPTIVE MEASURESs-~*. ^oes CO 5 |Cooling Tower Fan Controls^_^ f- f Icooling Tower Flow Controls__^ ^Jvariable Flow System Design*~~* f |Chiller and Boiler Isolationf* f 10 JCHW and HHW Reset Control•*"** ?JWHLP Isolation Valves<T> 9 Q. I in A a> Q.E3CL 0.I o9 g O c.o Q > j-~"« 5 |DP Sensor LocationES cu 1-OJ °>3 ^o ^i.^ -Qf s S 0Q) Q> c c It8| •c * LS ^ ^ ^? S c 4u W -2 Q_ -Q "^ - E S •S! 3 gj CD tu ^o tb co^=: 0) O S--C 5Q. 03 Q. •g S <o (/) ^ *^ C qX C Is!8? 0> 3'3 Soo- c o ID B Sa= c-LSillco 3 *_0 & 3"5 0) Q. 8. 1:1"Iso <o ^ -3J "o &5 to TO [rt ^* d building plandronic loop (oa requiremen£ •= III E of pa o g,„ J3 o 11. The proposed equipment need:2. For each chiller, cooling tower,where the required features are dtI otNXO111gACO"Storm0^ CO|— UJ UJ — O LU < COlio OQu o<3 OL UJ [SERVICE HOT WAToo1Q [Project Name:HAUTE YOGAa§-i.0cp_*•I"S•2'5 CO •, 1.0K 2•S £o to"icoX CO UJQ co N DCLU§s 10 r__ co ; E ®-ju ^ ** Qw E*pj— ^_r' ;=- ~mE CO CO "° o•^ «3g •c0CO o U) rea. § 0 ICOCC 9) Ol tt <U<Mre ^5 14C1 CO £(MANDATORY MEASURES(SERVICE HOW WATER•2.pf •<- ^(Certified Water HeaterJD "(Water Heater Efficiency'$' 2 f- o m (service Water Heater Install;<r>tN (Pipe InsulationIPOOLANDSPAto ? 2 "coO 73CCD 0)'o itLU mQ.CO 73CCO "o0 Q. c0 3" °- T- LU D) to0) O) "co'totuDC to Q.to 73CCD "ooQ. .Q ?(POO! and Spa InstallationOto .en K O 15<u "ooQ. 73 in O) oz 1CD OSa.CO cotN (Pipe Insulation»>.•|acS SCO (& Eg s §a ^««• cuII •3 « 8 gQ) Q. ^ <5 -~" oIS.IjJ ^ cb"to J) 3 ^ -c 5 §: a Q.™ « 8-g gfito 2? ??'•g « ^£ 8 £ S Q) C |j| ra =.£ Ill CD O" 4^0 0) 3 J5 ^ Q. * 'i -ffi 1^1 73 §• ^ 111 v -2.S III.c ju 3 •o .y co ^ g "o ra "§ = E c EQ CD 3*• t- O 73 2 73 1. The proposed equipment nee2. For each water heater, pool hwhere the required features areI1ISI 0COXOUJS f**CL Q Zr»NTILATKUJ ^^_i O ^Io UJs oo1oraQ CD O ILUt5 (— tl ^3tenZo ^tsu ^JUJ i S"jr* N z O1-AL VENTIUU MECHANIE3E'Ee * 2 W ^ U5 CL3 UOo (0 1UJ ^ zs"• * ~> - i o u. u Q U m ^ £= 12= 1 =I I * IS OT- c E0 £ * £X « -^ * ^-TOE O " t S;O ~ X £m o •*: c >>0 .S1 g Q. S ° 1 N |&man .^ c cO) o 5 8 1 & ° 1 § < ° - S & guj E S- |u_ a> jo0 °- o 0 « E o3 O Z & ii E 2 xa u. < (00 Kt» C !|i 3 o E o ^N ft 0 CMCM 0 CM in S in in d in 00 t- £ CL inin(O in CM in S 5 ind 8 CM g * §in in CO § in CM in ind § CO 3 K oin CO § in - to in d COT-o> t 1 —o: § COs * in CO (O COin in d o 10 1 —a: 5.0cc.§>COcuQm-S ° cE3"5 0 CN i CO in JS |2 1^>-section §12lation rate pel•g i![Minimum \o tIJ?OJte •5 ^ CO°J Q. I aj SOIQ,(0IO 1) I 1 Is s CSC occu,^nd 50% ofCD42 CDs- u •5 •pected numbelB reaterofthe1 seat or fne g•J5 1 Based onUJ -^CD O Q C 3 cS CO CO ™ o •=c Sooo •6 CO COS i an AREA EE calculatedCO•S!e ro 1 ; larger of the v£.to Q O ilation Air (RE•*M iS •Qif X 8 1 DS1 1 ^§-fer Air (columng K >r of equal to 1«CDS [Must beg,— Y-C\l s.1 5 .^ i ^3>•the design zor5 X >p/y cfm (Fan1 Ji 1 ~3 is (ft2) x 0.4 cfn| CD [Condition^< or 300 cfm.3/u/nns H, J, !•u o | Maximum_i 5ata: 1 5 ;o wns at/,1^s L and greater tl£fua/ to Colurriss than orec;-«<u-o | Th/s musfS 1)•QI1'SQJg ^g ^w s ? ii E S a: cG 5 l§ §^ ? 1 icS cS ^" ^~^ •? 1 1c cs § S> §i to 'to fnan the De! and the DeCD 1 H) is greatir (Column§ *•E c-5 -9 c3 S ^~ c 5 S Si >quired Ventilateen the Requinoc. S :d where thedifference bejst be provide• equal to the ig 0 •fc S Transfer a| greater thiz i SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE Business Name Business Contact Telephone* Project Address City State Zip Code APN# Mailing Address •431 City State Zip Code Plan File* Project Contact Telephone # The foflowing questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. 6. Oxidizers 10. 7. Pyrophorics 11. 8. Unstable Reactives 12. Water Reactives Cryogenics Highly Toxic or Toxic Materials Radioactives 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids 13. Corrosives 14. Other Health Hazards /ftf/None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENV questions is yes, applicant must contact the County of San NVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIOI Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" fli Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: fill YES 1. D 2. D NS (HMD): If the answer to any of the loor, San Diego, CA 92101. NO f ( ,_.. Is your business listed on the reverse side of this form? (check all that apply). Q^, Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. D \A Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 4. D IZT Will your business use an existing or install an underground storage tank? 5. D El Will your business store or handle Regulated Substances (CalARP)? 6. D ,0" Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt Date Initials D CalARP Required Date Initials D CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the AirPOL lOlc 3NJJd, SiPollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO, 1. D I2T Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. D .0" (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/: or contact the ^- appropriate school district). 3. D 2f Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. G J3* Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities:Briefly describe proposed project: I declare rjury that to the best of my knowledge and belief the responses ! herein are true and correct. Nlame of owner or A&hoftfed Agent ^AiZ^H^n Tf&S Signature of Owner or i^uthpfized Agent Date FOR OFFICIAL USE ONLY:FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (04/07)County of San Diego - DEH - Hazardous Materials Division Date INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Business Name Street Address_ Email Address PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning Electrical Component Manufacturing Fertilizer Manufacturing Film /X-ray Processing Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining / Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting / Forming Metal Fabrication Metal Finishing Electroplating Electroless plating Anodizing Coating (i.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metal Powders Forming Nutritional Supplement/ Vitamin Manufacturing Painting/Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing / Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap / Detergent Manufacturing Waste Treatment/Storage SIC Code(s) (if known):, Brief description of business activities (Production/Manufacturing Operations):_ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal /day): List hazardous wastes generated (type / volume): Date operation began/or will begin at this location:. Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact &-*<=>Title Signature ENC1NA WASTEWATER A ., . No. Cfel °l I Y, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760) 476-9852 j^.02/04/2003 THE 15:4» FAI 85« 552 8429 NADEL ARCHITECTS g,010 JftN-22~2003 WED 05:42 PM CITY OF CflRSLBflD FAX NO, 760 602 8S58 P, 06 NON-RESIDENTIAL CERTIFICATE: efOwrar Ctty ' State 23pCoda C«y StoAa 2p &**« Pern* Numbe M rtAXONE-flatmptnod not IB weeed tawnty^ I •tacttt pay** SPECIE DBfBXN*IECTTAXC^^ Amour* flf/On»Tim» S|»cW Tae * OPTION (2): I ri«i4 IQ payfw SPEOAL DEVOOPMEffT TAX M4NUAU.Y TV 9 period no« to 10, 3 V /) . 100 HER^rCOnU^UNOSl PENALTY OF PEWURYTHATT>CUNDS^GNBJ» IS T^ OWNER OF THE StfeJECT PROP6RTY AND 1H*T I UNDERSTAND AND WlL COMPLY WITH THE1 AS STATED ABOME- -WW-»^-»^T wiin inc ^ NON-RESfDENTlAL CERTIFICATE 7^7 X CM City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-28-2011 Plan Check Revision Permit No: PCR11071 Building Inspection Request Line (760) 602-2725 Job Address: 1905 CALLE BARCELONA CBAD St: 238 Permit Type: PCR Status: ISSUED Parcel No: 2550120400 Lot#: 0 Applied: 06/06/2011 Valuation: $0.00 Construction Type: NEW Entered By: JMA Reference*: Plan Approved: 06/28/2011 PC#: Issued: 06/28/2011 Project Title: HAUTE YOGA: REVISION TO GAS Inspect Area: Applicant: Owner: RICK SMITH FOURTH QUARTER PROPERTIES XXX L L C C/0 THOMAS TROPEA 45ANSLEYDR NEWNAN GA 30263 619-921-3923 Plan Check Revision Fee $30.00 Fire Expedited Plan Review $0.00 Additional Fees $0.00 Total Fees: $30.00 Total Payments To Date: $30.00 Balance Due: $0.00 FINAL APPROVAL Inspector: — Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. «l"^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Project Address Contact ***** .Original Plan Check No.Co| *&* _ Date 3"V . Fax.. Email / Contact Address fc General Scope of Work -t(?J . City_ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. I Elements revised: Plans Calculations Soils Energy Other Describe revisions in detail List page(s) where each revision is shown List revised sheets that replace existing sheets M, M..to AU V 5 Does this revision, in any way, alter the exterior of the project? Q] Yes 6 Does this revision add ANY new floor areafsj? Q Yes J2[ No 7 Does this revision affect any fire related issues? Q Yes J5$| No 8 Is this a complete set? Yes No ^"Signature No 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlsbadca.gov Fax: 760-602-8558 x^x ^^ C CARLSBAD CITY OF mm niiur*BUILDING Plan Check Comments Development Services Building Division 1635 Faraday Avenue www.carlsbadca.gov By: Steve Borossay (Contact Hours for Steve: Tues.-Fri., 1 pm - 5pm) |Q\ ^9 Address: _ I^OST Cct HePermit: Phone: 760-602-7541 pate; '• When corrections from all departments are received please run new prints * • Please respond by indicating location of Plan Check items on plans * | | Provide: A statement on the Title Sheet of the plans stating that the project shall comply with the 2010 CA Building Code, 2010 CA Residential Code, 201 OCA Green Code, 2010 CMC, 2010CPC, 2010CEC, 2008 CA Energy Efficiency Standards, 2010 CA Fire Code and the Carlsbad Municipal Code CD Provide: A note titled "Scope of Work" describing the work to be performed under this permit. rtC Approved on:By:-f/. r PLANNING/ENGINEERING APPROVALS PERMIT NUMBER ADDRESS C/?/fl DATE RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$17,000.00) SOLAR PANELS PLAZA CAMINO REAL PREMIER OUTLETS VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER A.UL. DATE DATE mi/ Docs/Misforms/Planning Engineering Approvals PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 10-1939 DATE March 8, 2011 ADDRESS 1905 CALLE BARCELONA # 238 RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER RevisJonsrto the interior walls PLANNER ENGINEER DATE March 8. 2011 DATE H:\ADMIN\aillNTER/PUNNING/ENCINEERING APPROVALS MESRI ENGINEERING 6798 LA JOLLA BOULVARD LA JOLLA, CALIFORNIA 92037 [P] 858 454 0883, [F] 858 459 3428 [email] MIKE_MESRI@SBCGLOBAL.NET HAUTE YOGA ADDITION OF 3-NEW ROOF TOP UNITS 1905 CALLE BARCELONA SUITE 238 CARLSBAD CA, 92009 February 28,2011 "£ 'fl't.V — 3 4 ^1V «r "^11 -70-2'- /f geocqder.us: a free US geocoder http://geocoder.us/demo.cgi?address=1905+calle+barcelona,-i-carlst Do you own a business? Be found on Google for free Gooole.com/places Claim your free listing today Ads 6v Goooie geocoder.us / geocoder.net find the latitude & longitude of any US address - for free 'Address 2200 Calle Barcelona Carlsbad CA 92009 (33,07336, -117.260239) 33,07336 ° Latitude N 33° 4'24,1" 33 ° 4.4016' (degree m.mmmm) -117,260239° Longitude W 117 ° 15' 36.9" -117 ° 15.6143' (degree m.mmmm) Search for another address: 1905 calle barcelona, carlsbad ca 92009 j Submit (it can take a bit for the map to load-wait for the red circle to turn green. Stay in your happy place,) And You might try adding a comma between the street and the city name, as this often helps to disambiguate complex addresses, If you'd like help, drop an e-mail to missing@geocoder,us, and we'll try to help you find your location. If you want a bunch of addresses geocoded you can send a file (text or Excel work fine) to the same address. They will be geocoded and sent back to you. If you are happy the cost is $50 per 20,000 records with a minimum cost of $50, which you can pay via paypal to billing@geocoder,us = geocoder.us = © 2004-8 Locative Technologies = terms & conditions = contact us = 1 of2 S/ I 7/70 10 10-TJ AM Conterminous 48 States 2006 International Building Code Latitude = 33.07336 Longitude = -117.260239 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.201 (Ss, Site Class B) 1.0 0,450 (S1, Site Class B) Conterminous 48 States 2006 International Building Code :••• Latitude = 33.07336 Longitude = -117.260239 Spectral Response Accelerations. SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.02 ,Fv = 1.55 Period Sa (sec) (g) 0.2 1.225 (SMs, Site Class D) 1.0 0.698 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 33.07336 Longitude = -117.260239 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.02 ,Fv = 1.55 Period Sa (sec) (g) 0.2 0.817 (SDs, Site Class D) 1.0 0.466 (SD1, Site Class D) ' t~ ;! ^fp« . *c-> /v^P^\Y"^T / 1 pfv -3p-^^^^r^^^ :; ^ ^ ^ 'S^A^S (fl . ; t?0 11 f »x 1^ r> 30 2-0 /'.ex?' i'Cn> ?^ fr/1 v^ S A ^u (PL To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page, Title : Dsgnr: Description : Scope : Job Jt Date: 5:49PM, 14 FEB i Single Span Beam Analysis Page Description LAOASTA BLDG #1 General Information Center Span Left Cantilever • Right Cantilever 39.00ft ft ft Moment of Inertia Elastic Modulus Beam End Fixity 375.000 in4 29,000 ksi Pin-Pin Uniform Loads On Center Span,,, # 1 0.310 k/ft On Left Cantilever... #1 k/ft On Right Cantilever,., # 1 k/ft I ; Point Loads Magnitude 0.500 k k Location 19. 500 ft ft ; Query Values Center Location 0.000 ft Moment 0.00 k-ft Shear 6.29 k Deflection 0.00000 in Summary 1 ' Moments,,, : Max + @ Center 63. 80 k-ft at 19.46ft Max- ©Center 0.00 k-ft at 0.00ft @ Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Maximum = 63.80 k-ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant k k ft ft 0,000 ft Right Cant 0.00 k-ft 0.00 k 0.00000 in Reactions... 6.29 k @ Left 6.29 k @ Right 6.29 k -1.582 in at 19.54ft 0,000 in at 0.00ft 0.000 in at 0.00ft k ft 0,000 ft 0.00 K-ft 0.00 k 0.00000 in 6.29 k 6.29 k (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, )5-Jui-19S6 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description Scope : Job B Date: 5:50PM, 14 FE8 C? Single Span Beam Analysis Pace Description LAOASTA BLDG #1 General Information Center Span • Left Cantilever Right Cantilever 39.00 ft ft ft Moment of Inertia Elastic Modulus Beam End Fixity 375.000 in4 29,000 ksi Pin-Pin Uniform Loads On Center Span.., # 1 0.170 k/ft On Left Cantilever... #1 k/ft On Right Cantilever... # 1 K/n Query Values | Center Location Moment Shear Deflection 1 Summary |~ • Moments... : Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 0 32.32 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 32.32 0.000 ft 0.00 k-ft 3.31 k .00000 in at 19.54ft at 39.00ft k-ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 0.000ft 0.00 k-ft 0.00 k 0.00000 in 3.31 k 3.31 k 3.31 k -0.814 in 0.000 in 0.000 in Right Cant 0.000 ft 0 00 k-ft 0.00 k 0.00000 in Reactions... @ Left 331 K @ Right 3.31 k at 19.54ft at 0.00ft at 0.00ft (c) 1983-98 ENERCALC KW-06034S2, Ver 5.0.6. i5-,'ui-!996 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job a Date: 5:54PM, 14 FEB 02 Single Span Beam Analysis Page Description LAOASTA BLDG #1 : General Information . | Center Span • Left Cantilever Right Cantilever 25.00 ft ft ft Moment of Inertia Elastic Modulus Beam End Fixity 199.000 in4 29,000 ksi Pin-Pin Uniform Loads | On Center Span.,. # 1 0.340 k/ft On Left Cantilever.., #1 k/ft On Right Cantilever... # 1 k/ft 1 Point Loads Magnitude 0.500 k k Location 12.500 ft ft Query Values Center Location 0.000 ft Moment 0.00 k-ft Shear 4.50 k Deflection 0.00000 in Summary 1 | Moments... i Max + @ Center 29. 68 k-ft at 12.53ft : Max -©Center 0.00 k-ft at 0.00ft ©Left Cant 0,00 k-ft @ Right Cant 0.00 k-ft Maximum = 29.68 k-ft k ft Left Cant 0. Shears... © Left © Right Maximum Deflections... © Center @ Left Cant. © Right Cant k ft 0.000 ft Right Cant 0.00 k-ft 0.00 k 00000 in Reactions... 4.50k ©l.sft 4.50k ©Right 4.50 k -0.567 in at 12.53ft 0.000 in at 0.00 ft 0.000 in at 0.00ft I k ft I 0.000 ft 0.00 k-ft 0.00 k 0.00000 in 4.50 k 4 50 k (c) 1983-98 ENERCALC KW-06034S2, Ver 5.0,6 l5-JuM993 i fi \ p To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description Scope : job n Date: 6:19PM, 14 FEB02 Single Span Beam Analysis Page Description LAOASTA BLDG #1 ; General Information Center Span Left Cantilever Right Cantilever 27.00 ft Moment of Inertia 843. ft Elastic Modulus 29, 000 in4 000 ksi ft Beam End Fixity Pin-Pin i Point Loads Magnitude 1 Location 13 500 k 8.200 k 8.200 k 500 ft 8.000 ft 16.000 ft 8.200k k 22.000ft ft ; Query Values Center Location Moment Shear Deflection | Summary |~ Moments,.. Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum 3 0.000 ft Left Cant 0.00 k-ft 11,38 k 0.00000 In 0 Shears... 112. 66 k-ft at 15.96ft @ Left 0.00 k-ft at 0.00ft ©Right o.oo k-ft Maximum 0.00 k-ft Deflections,,, @ Center 112'66k-ft ©Left Cant. @ Right Cant 0.000ft Right Cant 0.000 ft 0.00 k-ft 0.00 k-ft 0.00 k 0.00 k .00000 in 0.00000 in Reactions... 11.38k @ Left 11.38k 14.72k ©Right 14.72k 14.72k -0,582 in at 13.74ft 0.000 in at 0.00ft 0.000 in at 0.00ft (c) 1983-98 ENERCALC KW-0603462, Ver 5.0.6, 15-JuM998, Win32 otf } A Tiiie Block Line 1 • ;-.j can cnanges this area -sing ihe 'Sellings' menu item ="o ihen using ihe 'Printing & " ue Block' selection. Taie Block Line 6 Steel Beam Design Title : Dsgnr: Project Desc,: Project Notes : Job# himcu liiNOV.11.1:-! - File: C:\CADFILES\NADEL\YOGAHAUTE\CALCS\channel ecc ENERCAIC, INC. 1983-2010, Ver 6.0,22, N 863/S L/escnoiion CHANNEL CALC Material Prp£ertie_s_ Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Bending Axis: Minor Axis Bending L-oao Combination 2006 IBC & ASCE 7-05 Calculations per IBC 2006, CBC 2007, 13ih AiSC Fy: Steel Yield : 36.0 ksi E; Modulus: 29,000.0 ksi Span * 8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculator:; Beam sell weight calculated and added lo loads Loaoisi lor Span Number 1 PomiLoad: L = 0.340k @ 4.0 ft Point Load: L = 0.340 k@ 7.0ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.474:1 Maximum Shear Stress Ratio = Section used for this span C7X1 2.2 Section used for this span Mu : Applied 0.948 k-ft Vu : Applied Mn / Omega : Allowable 2.000 k-ft Vn/Omega : Allowable load Combination +D+L+H Load Combination Location of maximum on span 4,000ft Location of maximum on span Span it where maximum occurs Span # 1 Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection 0.257 in Ratio = 373 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 0,291 in Ratio = 330 Max Upward Total Deflection 0,000 in Ratio = 0 <240 ^M Desian OK ' - '• 0.050 : 1 C7X12.2 0,5163 K 10.367 k +D-L-M 8.000 ;' Span z ' Maximum Forces & Stresses for Load Combinations -sao Combination Max Stress Ratios Summary ol Moment Values Segment length Span # M V Mmax + Mmax - Ma • Max Mny Mny/Omega Cb D'.e.-sli MAXimum Envelope Dsgn L -- 800 ft 1 0.474 0.050 0.95 0.95 3.34 2.00 1.00 Dsgr. L = 800ft 1 0.049 0.005 0.10 0.10 3.34 2.00 1,00 Dsgn I = 8.00ft 1 0.474 0.050 0.95 0.95 .3.34 2.00 1.00 Dsgr L = 8.00(1 1 0.049 0.005 0.10 0.10 3,34 2,00 1,00 -D-0750LrX).750L+H Dsgr, L = 8.00ft 1 0.367 0.039 0.74 0.74 3.34 2.00 1.00 Overall Maximum Deflections • Unfactored Loads -oao Combination Span Max, "•" Defl Location in Span Load Combination D'tH.r 1 0,2906 4.120 Maximum Deflections for Load Combinations • Unfactored Loads -oao Combination Span Max. Downward Defl Location in Span Max. Upward Defl DOnlv 1 0.0337 4.040 0,0000 .Oniv 1 0,2569 4.160 0,0000 D-.-S 1 0.2906 4.120 0.0000 D----r 1 0.2906 4.120 0.0000 Vertical Reactions • Unfactored Support notation : Far left is #1 _;ac Combination Support 1 Support 2 Overall MAXimum 0.261 0.516 D Only 0,049 0,049 Summary ol Shear Vai.e- Rm VaMax Vny yn,:C^? •,:•. 1.00 0.52 i?3i •.: ;•• 1.00 0.05 17 31 1,00 052 17 31 •; r 1.00 0,05 1731 •;•' 1.00 o.io 1731 •:•:- Max. '+' Defl Location m Spar 0.0000 0 OGC Location in Span 0.000 0.000 0.000 0.000 Values in KIPS Title Block Line 1 You can changes this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Steel -Beam ^^||p(i| • Uc.#:KW-06004634 Description : CHANNEL CALC Vertical Reactions ••Uri.factpi Load Combination LOnly D-M.+S O+L+Lr -.. Steel Section Properties : Depth = Web Thick = Flange Widtn = Flange Thick = Area = Weight = Kdesign = rts = Ycg Xcg Xp lip/i'liV1,/''iliHwflkii'1)%K5IHBi Title : Osgnr: Project Desc.: Project Notes : HBIBiiiifei^^fa |!SP8i Job# PfMed: 18 NOV 20)0, J:Ww jBSSW^ffiKS*SSf8 1 License Owner : MESRJ ENGINEERING ^^^B Support 1 0,213 0.261 0.261 P#l£ 7.000 In 0.314 in 2.190 in 0,366 In Support 2 0.464 0.516 0.516 I • .-:•.: ,, . ...... Ixx Sxx Rxx Zx 3,600 lnA2 lyy 12,200 plf 0.875 in 0.721 in 3.500 In 0.525 in 0.257 in Syy Ryy zy Support notation : Far left Is #1 s 24.20 lnA4 6.92 lnA3 2.600 in 8.460 inA3 1.160 inM 0,696 inA3 0.568 In 1.420 inA3 J Cw Ro H Wno Sw Qf Qw Wn2 Sw2 Sw3 Values In KIPS = 0.161 inM = 11.20inA6 2.860 in 0.862 in = 4.450inA2 = 1.090 inM 2.350 inA3 4.270 inA3 2.310 0.800 0.400 E.O 0.538 In .;ie BIOCK Line 1 1 :. can cnanges Ihis area 5:nc :ne 'Sellings' menu ilem "- :nen using me 'Printing & :e BIOCK' selection .:)? BiocK Line 6 Steel Beam Design Title : Dsgnr: Project Desc.: Project Notes : CHANNEL CALC File: C:\CADFILES\NAOEl\YOGA HAUTE\CALCS'£nanf,c-, 2; ENERCALC, INC. 1983-2010, Ver 6.0.22, Ncc.IIIBIf^pi^ Material Properties Analysis Method : Allowable Stress Design Beam Bracing Beam is Fully Bfaced against lateral-torsion buckling Bending Axis: Minor Axis Bending _D3G Combination 2006 IBC & ASCE 7-05 Calculations per IBC 2006, CBC 2007, 13m A,SC Fy: Steel Yield : 36.0 KSI E: Modulus:29,000.0 ksi Applied Loads Beam self weiqht calculated and added to loads Loao for Span Number 1 uniform Load : L = 0.0640 k/ft, Tributary Width = 1,0 ft DESIGN SUMMARY oTsosTT Service loads entered. Load Factors will be applied for caicui:v.:cr'5 Design OK Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable i.oad Combination Location of maximum on span Span 3 where maximum occurs Maximum Deflection Max Downward Ltlr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max upward Tolal Deflection Maximum Shear Stress Ratio = C7X12.2 Section used for this span 0.610 k-ft Vu: Applied 2.000k-ft Vn/Omega : Allowable -t-D+l+H Load Combination 4.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.029 i C7X12.2 0.3048 K 10.367 K 0.177 in Ratio = 0.000 in Ratio = 0.210 in Ratio = 0.000 in Ratio = 543 0<240 456 0 <240 Maximum Forces & StressesJorJLoad Combinations Max Stress Ratios M " V 0 Comomation Sagmeni Lengifi Span # '5ii MAXiiTum Envelope . = 8.00ft Mmax Summary of Moment Values Mmax - Ma - Max Mny Mny/Omega Cb Rm Summary of Snea; 0,305 0,049 0,305 0,049 0.029 0.005 0.029 0.005 0.61 0.10 0.61 0.10 0.480.241 0.023 Overall Maximum Deflections - Unfactored_Lqa_ds_ .330 Comomation Span Max."-" Defl Location in Span 3---ir """" f"~~ 02104 "T040 Maximum u^lej!tJ£n_sjfer^p^^ • Unfactored Loads -oaoComomauon Span Max. Downward Defl Location in Span : Oni, " "" i " " "'(10337 47040" -Oniy 1 0,1767 4.040 0.61 0,10 0,61 0.10 0.48 3.34 3.34 3.34 3.34 3,34 2.00 1.00 1.00 2.00 1.00 1,00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 Load Combination :-.-$ 1 ;-.-.r 1 Venical Reactions • Unfacto_red _ .:.=•: Comoination Support 1 I'verai! fAAXimum ................. (X305 ;• Onr, 0.049 . Oniy 0.256 0,2104 0.2104 4,040 4.040 Support notation ; Far left is #1 Max. Upward Defl o.oooo 0.0000 0.0000 0.0000 Max."+' Defl o.oooo Location in Span o.ooo 0.000 0.000 0.000 Values in KIPS Support 2 ""0"305 0.049 0.256 Title Block Line 1 You can changes this area using the 'Settings' menu item and then using the 'Printing & Title Block1 selection. Title Block Une 6 Title: Dsgnr: Project Oesc.: Project Notes: Job# Printed: 16NOV2C10. 4:0<f'l>! Steel Beam Lic.#:KW-06004834 Description : CHANNEL CALC . Vertical Reactions • Unfactoredv File; C:\CAPFIllEpfADf L\)!0<3A<HAUTE\CAl.CStehanr,el 2.ec6 , ^983-2010, Vet: 6.0,22, N:86378 Support notation: Far left Is #1 License Owner: MESRI ENGINEERING Values in KIPS Load Combination Support 1 Support 2 D+t+S 0.305 D-H.-HJ 0,305 Steel Section Properties : .07X12:2 Depth Web Thick Flange Width Flange Thick Area Weight Kdesign rts Yog Xog Xp 7.000 in 0.314 In 2.190 In • 0.366 in 3,600 in*2 12.200 plf 0,875 In 0.721 In 3.500 in 0.525 in 0.257 in 0.305 0.305 Ixx 5 Sxx Rxx = Zx lyy Syy Ryy Zy 24.20 inM 6.92 lnA3 2.600 in 8.460 inA3 1.160 InM 0.696 inA3 0.568 in 1,420 inA3 J Cw Ro H Wno Sw Qf Qw = Wn2 Sw2 Sw3 0.161 InM 11.20in*6 2.860 in 0.862 in 4.450 in"2 1.090inM 2.350 inA3 4.270 inA3 2.310 0.800 0,400 0.538 In c rs>IS