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Home My WebLink About2712 GATEWAY RD; ; CB122316; Permit02-27-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB122316 Building Inspection Request Line (760) 602-2725 Job Address. Permit Type Parcel No Valuation Occupancy Group Project Title 2712 GATEWAY RD CBAD Tl Sub Type COMM 2132631200 Lot# 0 $462,738 00 Construction Type NEW Reference # Status Applied Entered By Plan Approved Issued Inspect Area Plan Check # ISSUED 11/02/2012 SKS 02/27/2013 02/27/2013 FORTIS FITNESS- SHELL TO GYM 10,224 SF Tl INTERIOR PARTITIONS, RESTROOMS, LOCKER RMS, EXERCISE RM Applicant RICHARD AND RICHARD STE 100 234 VENTURE ST SAN MARCOS CA 92078 760-759-2260 X325 Owner Building Permit $2,118 58 Meter Size Add'l Building Permit Fee $0 00 Add'l Red Water Con Fee $0 00 Plan Check $1,483.01 Meter Fee $414 00 Add'l Building Permit Fee $0 00 SDCWA Fee $7,188 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $97 17 PFF (3105540) $8,421 83 Park Fee $0 00 PFF (4305540) $0 00 LFM Fee $0 00 License Tax (3104193) $0 00 Bndge Fee $0 00 License Tax (4304193) $0 00 BTD #2 Fee $0 00 Traffic Impact Fee (3105541) $21,565 00 BTD #3 Fee $0 00 Traffic Impact Fee (4305541) $0 00 Renewal Fee $0.00 PLUMBING TOTAL $262 00 Add'l Renewal Fee $0 00 ELECTRICAL TOTAL $551 00 Other Building Fee $0 00 MECHANICAL TOTAL $128 64 Pot Water Con Fee $7,988 00 Master Drainage Fee $0 00 Meter Size Dl Sewer Fee $4,067 91 Add'l Pot Water Con Fee $0 00 Redev Parking Fee $0 00 Red Water Con Fee $0 00 Additional Fees $0 00 Green BIdg Stands (SB1473) Fee $16 00 HMP Fee 77 Fire Expedidted Plan Review $722 50 Green BIdg Standards Plan Chk 77 TOTAL PERMIT FEES $55,023 64 Total Fees $55,023 64 Total Payments To Date $55,023 64 Balance Due: $0.00 Inspector FINAL APPRO//AL Date _M£Z^ Clearance NOTICE Please take N0T/;E that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen'ed 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 Carisbad 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 nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired SLLOWING APPROVALS REQUIREO PRIOR TO PERMIT ISSUANCE ^1 IANNING ENGINEERING IX^DING ^^^E DHEALTH •HAZMAT/APCD CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 Ph'760-602-2719 Fax 760-602-8558 email' building(gcarlsbadca gov www.carlsbadca.gov ^^^^ Plan Check No. C>fb> I T^ZS / V Est. Value ,% 2> Plan Ck. Deposit Date <. Deposit SWPPP JOB ADDRESS SUITE#/SPACE#/UNIT# .ri\ _^ CT/PROJECT# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR TYPE OCC GROUP DESCRIPTION OF WORK: /nc/ude Square Feet of Affected Areafs; ,r G^aj7» EXISTING USE PROPOSED USE ^ GARAGE (SF) PATIOS (SF) DECKS (SF) d2> FIREPUCE YES[3 N0[^ AIR CONDITIONING YESJ^NOI I FIRE SPRINKLERS YES[5C|NO| I APPLICAN'TNAME (Primary Contact) APPLICANTNAME ^Secondary Contact) ADDRESS 2 ' STATE ZIP ADDRESS ST^ CITY CITY STATE ZIP PHONE Ibo ' 7rf- 22j^i> ^t]r^ 7rf--2Z09 FAX PHONE FAX EfvflAIL EMAIL PROPERTYW^IER IJAME , CONTRACTOR BUS. NAME ^ , ^ ADDRESS ADDRESS CITY ^aNlTArSr STATI CITY 5^ MMUJbS STATE ZIP PHONE FAX 'HONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS EMAIL STATE Lis,*/ / (Sec 70315 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 ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe 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 perjL.^ ^ LJ 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 /f 11 have and will maintain woriiers' 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 earner and policy number are Insurance Co _ Policy No . Expiration Date _ This section need not be completed if the permit is I I Certificate of Exemption-1 certify that in tht California WARNING' Failure to secure worl addition to the cost of compensation, damage CONTRACTOR SIGNATURE \y<^^ 'S/ • AGENT idollars($100)or less or 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 hpensatiofS/covemge is unlawful, and shall subject an employer to cnminal penalties and civil fines up to one hundred thousand dollars (&tOO,000), in Hon 3706 ofthe Labor code, interest and attorney's fees. DATE i//^//2^ I hereby affirm that I am exempt from Contractor's Ucense Law for the followmg reason I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the stmcture is not intended or offered for sale (Sec 7044, Business and Professions Coie 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 Gode 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 I I am exempt under Section _ .Business and Professions Code for this reason 1 I personally plan to provide the mapr labor and matenals for construction of the proposed property improvement •Yes I INO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide Ihe proposed construction (include name address / phone / 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 / address / phone / contractors' license number) 5 1 will provide some of the work, but 1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^gS'pROPERTY OWNER SIGNATURE QAGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25634 of the Presley-Tanner Hazardous Substance Account Acf Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air quality management distncP 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 wori< this permit is issued (Sec 3097 (i) Civil Code) Lender's Name Lender's Address I cerbly that I have read the applicaton and state that oie above infomiation is conectand that the infnnnatan on the plans is accurate I agree to comply with all City orelinances and State laws lelatong to building constmction I hereby aulhonze representative of the City of AGAINST ALL LIABILITIES, JUDGMENTS, 0 OSHA An OSHA pemiit is required for excavatl EXPIRATION Eveiy pemiit issued by the Buildinl 180 days fiom the date of such pennit or if the >8S'APPLICANT'S SIGNATURE mentoned property for inspecton purposes 1 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD IN ANY WAY ACCRUE AGAINST SAID CfFY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT lemoliton or'fonstaiction of stmctures over 3 stones in height Code shall expire by limitaton and become null and void if the building or woik authonzed by such pemiit is not commenced within lemiit IS suspended or abandoned at any tme after the work is commenced for a penod of 180 days (Secton 106 4 4 Unifonn Building Gode) 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. U P A N C • c- i a I Fro Fax (760) 602-8560, Email building(5)carlsbadca gov or Mail the completed form to City of Cartsbad, Building Division 1635 Faraday Avenue, Carlsbad, Cahfomia 92008 C0# (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS LIC No DEUVERY OPTIONS PICK UP CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) MAIL TO CONTACT (Listed above) CONTRACTOR (On Pg 1) MAIL/FAX TO OTHER OCCUPANT (Listed above) ASSOCIATED CB#-^ NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION .ef APPLICANT'S SIGNATURE DATE Inspection List Permit: CBI 22316 Type: Tl COMM Date 08/01/2013 08/01/2013 06/17/2013 06/11/2013 06/11/2013 06/11/2013 05/02/2013 04/30/2013 04/25/2013 04/19/2013 04/11/2013 04/11/2013 04/10/2013 03/15/2013 Inspection Item 89 Final Combo Final Combo T-Bar Rough Combo T-Bar T-Bar Intenor Lath/Drywall Shower Pan/Roman Tubs Rough/Ducts/Dampers Interior Lath/Drywall Frame/Steel/BoltingAA/eldin Rough/Topout Interior Lath/Drywall Underground/Under Floor Inspector PY PY PY PY MC PY PY MC PY PY PY PY PY Act Rl AP NR PA PA CO AP AP PA AP AP AP PA AP FORTIS FITNESS- SHELL TO GYM 10,224 SF Tl. INTERIOR PARTITIONS, RE Comments COF HARD LID AREAS, SEE CARD Friday, August 02, 2013 Page 1 of 1 INSPECTION RECORD Building Division B INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB a CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.qov/Buiiding AND CLICK ON "Request Inspection" A ^<j(J DATE: 2/2-7 //3 '^'^ IF "YES " is CHECKED BELOW THAT DIVISION S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FlNAL BUILDING INSPECTION. IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW. APTER ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX TO , 760-602-8560. EMAIL TO BLDGINSPECTIONS@GARLSBADCA.GOV OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE.. CARLSBAD. CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. CB122316 2712 GATEWAY RD FORTIS FITNESS- SHELL TO GYM 10 224 SF Tl INTERIOR PARTITIONS, RESTROOMS, LOCKER RMS, EXERCISE RM Tl COMM Lot# RICHARD AND RICHARD RECORD COPY NO YES Required for Building Final If Checked YES Date Inspector Notes X Planning / Landscape ff\il^^ 760-944-8463 Allow 48 hours K CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm X Fire Prevention 760-602-4660 Allow 48 hours A V y Type of Inspection | Type of Inspection CODE # BUILDING Date Inspector CODE # ELECTRICArL Date Inspector #11 FOUNDATION #31 D ELECTRIC UNDERGROUND D UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT #33 • ELECTRIC SERVICE • TEMPORARY • GROUT • WALL DRAINS #35 PHOTOVOLTAIC #10 TILT PANELS ^ #39 FINAL #11 POUR STRIPS CODE # MECHANICAL #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS & PIPING #14 SUSFRAME • FLOOR • CEILING #44 • DUCT & PLENUM • REF. PIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS /? #49 FINAL #16 INSULATION CODE # COMBO INSPECTION #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR 1ATH& DRYWALL #82 DRYWALLEXTUTH,GASTES(17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOF SHEATING, EXTSHEAR (13,15) #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #89 FINAL OCCUPANCY (19,29,39,49) LcoDE # PLUMBING Date Inspector . #22 • SEWER & BL/CO • PL/CO Date Inspector #21 UNDERGROUND DWASTE • WTR JjfP / #24 TOPOUT DWASTE DWTR A/S UNDERGROUNOVISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 D GAS TEST • GAS PIPING fT*—r A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL CODE # STORM WATER F/A ROUGH-IN #600 PRE-CONSTRUCTION MEETING F/A FINAL 4/4///7 #603 FOLLOW UP INSPECTION FIXED EXnNGUISHING SYSTEM ROUGH IN ' / #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXnNGUISHING SYSTEM FINAL #609 NOTICE OFVIOLATION MEDICAL GAS PRESSURETEST #610 VERBALWARNING MEDICAL GAS FINAL REV 10/2012 SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval ofthe in^spector. DATE ADDITIONAL NQJES 3/f//> fijL -To e^J€ j/J>C Nfirlh ^/r-f^ V//// // / ^Ch-em^- Hv^/U^ t=»o<T" AT U«>64^ i-EUc^ Ham '-U^ *A^s I ^ 7-/M3 EsGil Corporation In PartnersHip witli government for (BuiCding Safety DATE: 2/13/13 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2316 SET: III PROJECTADDRESS: 2712 Gateway Rd PROJECT NAME: Fortis Fitness & Strength - TI ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I 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. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 2/6/13 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: 01/29/2013 • AEgU^NT • (JUJRIS JURISDICTION: City of Carlsbad • PET^EVIEWER • FILE PLAN CHECK NO.: 12-2316 SET II PROJECTADDRESS: 2712 Gateway Rd PROJECT NAME: Fortis Fitness fie Strength - TI I ] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 3 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X] The applicant's copy of the check list has been sent to; Richard and Richard Construction / Gary Seward 234 Venture Street Suite 100, San Marcos, CA 92078 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IX] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Gary Seward Telephone #: 760-759-2260 ext 325 Date contacted: f/i'^li^ (by: V^) Email: garv@rrconstruction.com Fax #: 760-759-2269 Mail-^ Telephone Fax-^ In Person • REMARKS: By: Doug Moody (by AG) Enclosures: EsGil Corporation • GA • EJ • PC 01/22/2013 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 12-2316 01/29/2013 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-2316 JURISDICTION: City of Carlsbad OCCUPANCY: A3 USE: Gymnasium TYPE OF CONSTRUCTION: VB ACTUAL AREA: 10224sf ALLOWABLE FLOOR AREA: STORIES: 2 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 166 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/2/12 DATE PLANS RECEIVED BY ESGIL CORPORATION: 01/22/2013 DATE INITIAL PLAN REVIEW COMPLETED: 01/29/2013 PLAN REVIEWER: Doug Moody (by AG) FOREWORD (PLEASE READ): 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 2010 CBC, which adopts the 2009 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. 105.4 of the 2009 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 vou submit the revised plans. City of Carlsbad 12-2316 01/29/2013 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) to be a B/A3 • For Mixed Occupancy Buildings, state whether the "non-separated" or "separated" option was chosen from Sections 508,3/508.4. There is no mention under BUILDING DATA if the intent is to comply with separated or nonseparated classification; however, it appears that, provided there is not a more hazardous occupancy in the adjacent part ofthe building, a nonseparated occupancy classification would work. Please state on the plans which classification you are using. —Floor Area for the tenant space to be 10,224 sf • Occupant Load 166 • Justification to exceed allowable area in Table 503 (if applicable) 8. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as the laundry room fans and dryer vents. Section 716. If the intent is to separate the occupancies, the plan is not showing adequately rated openings or a contiguous separation ofthe A-3 from the B occupancy areas. Please correct. City of Carlsbad 12-2316 01/29/2013 11. Please provide a copy of the original mezzanine floor design showing it designed for 100PSF the required design floor load for an exercise room. I did see the dialogue on the returned correction list; however, if the original mezzanine floor design is not provided showing that the mezzanine floor was designed to carry a 100 lb. live load, calculations along with complete structural plans will need to be provided that demonstrate that the floor is designed to carry a 100 lb. live load. Sheet S3 is incomplete and does not provide this information. 12. Please provide a section and complete construction plans and details for the plywood tops. What are these to be used for? I see the dialogue on the returned correction list. Please provide an expanded section and structural plans showing where the new ceiling joists run, i.e. from approximately grid line B.2 to ??, grid line B?? Please provide a complete structural plan for this wall and ceiling construction, show and detail all connections. 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • No • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody (by AG) at Esgil Corporation. Thank you. EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: 11/15/12 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2316 SET I PROJECTADDRESS: 2712 Gateway Rd PROJECT NAME: Fortis Fitness 8s Strength - TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Richard and Richard Construction / Gary Seward 234 Venture Street Suite 100, San Marcos, CA 92078 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Gary Seward Telephone #: 760-759-2260 ext 325 Date contacted: (by: ) Email: qarv(5)rrconstruction.com Fax #: 760-759-2269 Mail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 11/6/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 11/15/12 12-2316 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-2316 JURISDICTION: City of Carlsbad OCCUPANCY: A3 USE: Gymnasium TYPE OF CONSTRUCTION: VB ACTUAL AREA: 10224sf ALLOWABLE FLOOR AREA: STORIES: 2 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 166 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/2/12 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/6/12 DATE INITIAL PLAN REVIEW COMPLETED: 11/15/12 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): 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 2010 CBC, which adopts the 2009 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. 105.4 of the 2009 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 vou submit the revised plans. ,City of Carlsbad 12-2316 11/15/12 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2316 PREPARED BY: Doug Moody DATE: 11/15/12 BUILDING ADDRESS: 2712 Gateway Rd BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 10224 37.12 379,515 Air Conditioning Fire Sprinklers TOTAL VALUE 379,515 Junsdiction Code cb By Ordinance BIdg. Permit Fee by Ordinance Plan Oieck Fee by Ordinance Type of Review I [Repetitive Fee ~ Repeats 0 Complete Review • Other |—J Houriy EsGflFee • Structural Only Hr. @ $1,793.22 $1,165.59 $1,004.20 Comments: Sheet 1 of 1 macvalue doc + City of Carlsbad 12-2316 11/15/12 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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. 1. Each sheet of the plans must be signed by the person responsible for their preparation (M sheets), even though there are no structural changes. Business and Professions Code. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) to be a B/A3 • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. • Floor Area for the tenant space to be 10,224 sf • Occupant Load 166 • Justification to exceed allowable area in Table 503 (if applicable) 3. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Section 508.4.2. 4. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.10. 5. All doors and gates, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002. City of Carlsbad 12-2316 11/15/12 6. When additional doors (#7) are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. 7. Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. Section 1009.6.3. 8. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as the laundry room fans and dryer vents. Section 716. 9. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. . REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 ofthe Uniform Building Code. ITEM REQUIRED? REMARKS • FIELD WELDING • HIGH-STRENGTH BOLTS • EXPANSION/EPOXY ANCHORS 10. Please provide a copy of the City of Carlsbad "Special Inspection Agreement". 11. Please provide a copy of the original mezzanine floor design showing it designed for 100PSF the required design floor load for an exercise room. 12. Please provide a section and complete construction plans and details for the plywood tops. What are these to be used for? 13. Exit signs are required whenever two exits are required. Show all required exit sign locations on the electrical plans consistent with the exiting plan. Section 1011.1. 14. Please revise the electrical plans to show the receptacles in the shower rooms to be GFCI protected. 15. Please clarify the electrical single line diagram. Show new or existing distribution equipment, ampere size and AlC rating of distribution equipment, feeder over- current devices size and indicate AlC rating, conduit and conductor size. 16. Provide automatic shut-off controls for all fixtures not controlled by occupancy sensors lighting as per Title 24, Part 6, Section 131(d). City of Carlsbad 12-2316 11/15/12 17. Please complete the LTG-1-C part 3 of 4 mandatory automatic controls portion ofthe LTG-1-C forms. 18. Please have the principle designer complete the Statement of Compliance System Acceptance section of the LTG-1-C part 4 of 4 documents. 19. Please correct the LTG forms the total tenant space is only 10224sf and not 12400, adjust the allowable wattage and installed lighting fixtures accordingly. 20. Please provide the required LTG-5C form for track lighting. 21. Please complete the plumbing isometric to show the laundry connection. 22. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 23. Please have the document author and the principle designer of the PERF-1 C form sign the imprinted document. Note : When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion ofthe building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) 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. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. 24. Elevator access must be provided to upper and lower levels, unless it can be shown that an exception in Section 1103B.1 is applicable. 25. Please revise the restroom plans to show the door to the locker room in the women's restroom not to encroach in to the required clear floor space at the accessible shower. 26. Please revise the restroom plans to show the door to the sauna in the men's locker room not to encroach in to the required clear floor space at the accessible shower. 27. Please revise the plans to show the required 18" strike edge at the men's sauna. City of Carlsbad 12-2316 11/15/12 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • No • The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to periderm the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. '^j-ity of Carlsbad 12-2316 11/15/12 [bo NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2316 PREPARED BY: Doug Moody DATE: 11/15/12 BUILDING ADDRESS: 2712 Gateway Rd BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 10224 37.12 379.515 Air Conditioning Fire Sprinklers TOTAL VALUE 379,515 Junsdction Code cb. By Ordinance BIdg. Permt Fee by OrdnancK Plan Qieck Fee by Ordinance Type of Review: I [Repetitive Fee ^ Repeats 0 Complete Review • Other j—j Hourly EsGH Fea • Structural Only Hr. @ * $1,793.22 $1,165.59 $1,004.20 Comments: Sheet 1 of 1 macvalue.doc + ^ CITY OF PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca gov DATE: 11/9/12 PROJECT NAME: FITNESS CENTER PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2712 GATEWAY RD VALUATION: $240,983 PROJECT ID: CB 12-2316 APN: 213-283-12 This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 11/09/12 A Final Inspection by the Division is required LJves IZJNO r ~ ; This plan check review is NOT COMPLETE. Items missing or incorrect are listed on 1 .„_! the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: GARY@RRCONSTRUCTION.COM You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: /:|Mt'*--EN'61N-IEER1N GV'* «* -tfiiiJ^ -*'r}b?4vff'^^'&iS' SI??|FliE!PREVeEN|IOiN|«i«? 1 i Chris Sexton 1 ! 760-602-4624 Chris.Sexton@carlsbadca.gov i7/l Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov j j Greg Ryan i 760-602-4663 Gregorv.Rvan@carlsbadca.gov [1 Gina Ruiz 1 1 760-602-4675 Gina.Ruiz@carlsbadca.gov j 1 Linda Ontiveros L_! 760-602-2773 Linda.Ontiveros@carlsbadca.gov r 1 Cindy Wong ' ' 760-602-4662 Cvnthia.Wong@carlsbadca.gov t I r ; i ^ [ ] Dominic Fieri ' ' 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: BUILDING PLANCHECK Development Services Land Development Engineering 1635 Faraday Avenue ' CITY OF CHECKLIST Development Services Land Development Engineering 1635 Faraday Avenue RLSBAD QUICK-CHECK/APPROVAL 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 12-2316 Date- 11/09/12 Project Address. 2712 GATEWAY RD Project Description. 6492 SF FITNESS CENTER APN 213-263-12 Valuation. $240,983 ENGINEERING Contact Kathleen Lawrence Phone 760-602-2741 Email: kathleen.lawrence@carlsbadca.gov Fax- 760-602-1052 [J RESIDENTIAL INTERIOR LJ RESIDENTIAL ADDITION MINOR (<$20,000.00) CARLSBAD PREMIER OUTLETS J OTHER: Zl TENANT IMPROVEMENT PLAZA CAMINO REAL • COMPLETE OFFICE BUILDING OFFICIAL USE ONLY i. ENGINEERING AUTHORIZATION TO ISSUE BUIliDING PERMIT BY: KATHLEEN LAWRENCE REMARKS: DATE: 11/09/12 Notification of Engineering APPROVAL has been sent to ; via EMAIL ' • • V' ^> 1 r-;'^' ^^on 11/09/lS E-36 Page 1 of 1 REV 4/30/11 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by; K LAWRENCE Date; 11/09/12 GEO DATA: LFMZ: / B&T: Address: 2712 GATEWAY RD BIdg. Permit #: CB12-2316 Fees Update by: KML Date: 11/09/12 Fees Update by: Date; EDU CALCULATIONS: List types and square footages for all uses. Types of Use: FITNESS CTR Types of Use; Types of Use; Types of Use; Sq.Ft./Units 6492 Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's EDU's EDU's EDU's 2.31 Sq.Ft./Units 6492 Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units Types of Use; FITNESS CTR Types of Use; Types of Use; Types of Use; FEES REQUIRED; Wittiin CFD; •YES (no bridge & tlioroughfare fee in District #1, reduces Traffic Innpact Fee) ADTs ADTs ADT's ADT's 227 •NO 1. PARK-IN-LIEU FEE;iJNW QUADRANT ADTS/UNITS; | X FEE/ADT 2. TRAFFIG IMPACT FEE; ADTS/UNITS: 227 | X 3. BRIDGE & THOROUGHFARE FEE; JNE QUADRANT GSE QUADARANT USW QUADRANT FEE/ADT; 95 C/IDIST. #1 FEE/ADT; ZONE; FEE/SQ.FT./UNIT: X FEE/EDU; 1096 ADT'S/UNITS; 4. FACILITIES MANAGEMENT FEE ADTS/UNITS; | X 5. SEWER FEE EDU's 2.31 .BENEFITAREA: H EDU's 2.31 6. DRAINAGE FEES; PLDA; ACRES; 7. POTABLE WATER FEES; per plans 1.5 CONN. FEE =$ N/A =$ 21,565 •JDIST.#2 |=$ N/A I =$ N/A I =$ 2531.76 • DIST.#3 X X FEE/EDU; 919 •HIGH FEE/AC; I MED UNITS 1 CODE D1.5 15088 METER FEE 646 =$ 2122.89 UM !ljLOW =$ PD@FMAP SDCWA FEE 13476 TOTAL 29,210 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carKbadca.eov DATE: 1/17/13 PROJECT NAME: Fortis Fitness PROJECT ID: CUP 12-09 PLAN CHECK NO: CB 12-2316 SET#: n/a ADDRESS: 2712 Gateway APN: 213-263-12-00 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Garcia A Final Inspection by the Planning Division Is required Yes • No You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review Is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: Gary Seward gary@rrconstructlon.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: |\f':^fiNliNEESiiid^^ *'*S'-''>^t*-^i0-6O2^756 .'t i"^ 2::?^F(RE PREVENTION P'-'^fv^KA', 7^-6024665 If'tff'-f^ ' N;;- 4*1 **•••" "i-'"'" Tz-;ih^ 1 1 Chris Sexton 760-602-4624 Ch ris.Sexto n@ca rlsbadca .gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Q Greg Ryan 760-602-4663 Grefiorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov Q Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.fiov X Chris Garcia 760-602-4622 Chrls.Garcla@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.fiov Remarks: Plans consistent with approved CUP 12-09. The parking agreement needs to be recorded per Condition 13 of Planning Commission Resolution 6908 prior occupancy of the building. > < < PLAN CHECK Community & Economic ^ CITY OF REVIEW ^ TRANSMITTAL Development Department 1635 Faraday Avenue CARLSBAD REVIEW ^ TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 2/26/13 PROJECT NAME: fortis fitness & strength PROJECTID: PLAN CHECK NO: cbl22316 SET#: II ADDRESS: 2712 gateway rd bidg. e APN: • This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required ^ 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: garv@rrconstruction.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.LawrenGe@carlsbadca.fiov 1 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.fiov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov X Cindy Wong 760-602-4662 Cynthia. Wonfi@carlsbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominlc.Fieri@carlsbadca.fiov Remarks: 2/26/2013 **APPROVED: Page 1 of 2 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. 2/7/2013 *** Bubble All Changes *** 1. Provide a floor plan showing equipment and proposed use (specific, aerobics room, spin class, IPX, etc.). If no equipment, please state so. This may be done in legend form. Rooms 104,105,118,119 201 and 202 2. Based on the equipment/floor plan above, submit revised MOE plan. 3. Sheet E-1.0. In legend exit signs are not indicated as having 90 minute battery backup. Please add this note. In addition, use new MOE and include EM lighting to meet the following requirements: The means of egress, including the exit discharge, shall be illuminated at ali 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 Illuminated exit signs and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 02-26-2013 Revie^^dJ)y: Name: Address: RICHARD AND RICHARD STE 100 234 VENTURE ST SAN MARCOS CA 92078 Permit #: CBI22316 Job Name: FORTIS FITNESS- SHELL TO GYM Job Address: 2712 GATEWAY RD CBAD iriTrOfttF'lLiETE The lieili yuu liave subiUiliedH-bi*^ei4eaus_iricomplete ij^is/imp thk pffir-.e cannot adequately conduct a review to dele'Tajinai.t^wrrpHTMiU'.H willi ihp appiio.alirl" i'ni»4Ut.-»^/^f^'^jidards. Please review carefully all^tmillients anacnea. Please resubmit the necessary plans and/or specifications, "^h changes "clouded", to this office for review and approval. Conditions: Cond: CON0006077 [NOT MET] *.** Bubble All Changes *** 1. Provide a floor plan showing equipment and proposed use (specific, aerobics room, spin class, TRX, etc). If no equipment, please state so. This may be done in legend form. Rooms 104, 105, 118, 119 201 and 202 2. Based on the equipment/floor plan above, submit revised MOE plan. 3. Sheet E-1.0. In legend exit signs are not idicated as having 90 minute battery back up. Please add this note. In addition, use new MOE and include EM lighting to meet the following requirements: The means of egress, including the exit discharge, shall be illuminated at all 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 Illuminated exit signs and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. Entry: 02/07/2013 By: cwong Action: CO Cond: CON0006106 [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. (2n&yEC02726/2013-B5Cxv^^ AP m ^ CITY OF CARLSBAD PLAN CHECK REVIEW . TRANSMITTAL d Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 2/7/13 PROJECT NAME: fortis fitness & strength PROJECTID: PLAN CHECK NO: cbl22316 SET#: I ADDRESS: 2712 gateway rd bIdg. e APN • This plan check review Is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ 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: garv@rrconstruction.com ^uSf^S^ You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov X Cindy Wong 760-602-4662 Cynthia.Wonfi@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominlc.Fieri@carlsbadca.gov Remarks: 2/7/2013 *** Bubble All Changes*** Page 1 of 2 1. Provide a floor plan showing equipment and proposed use (specific, aerobics room, spin class, TRX, etc.). If no equipment, please state so. This may be done in legend form. Rooms 104,105,118,119 201 and 202 2. Based on the equipment/floor plan above, submit revised MOE plan. 3. Sheet E-1.0. In legend exit signs are not indicated as having 90 minute battery backup. Please add this note. In addition, use new MOE and include EM lighting to meet the following requirements: The means of egress, Including the exit discharge, shall be illuminated at all 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. CFC1006 Illuminated exit signs and egress lighting shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. Page 2 of 2 CONDITIONAL RECOMMENDATION FOR APPROVAL CONDITIONS CS - Add note to Deferred submittal Fan Supplier to provide fan blade/sprinkler spray pattern drawing E-1.0 - Indicate the locations of means of egress illumination near exit discharge to mam exit doors in Reception/Waiting/Retail area that provides 1 foot-candle at walking surface Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: Januarv 18, 2013 APPLICANT: Gary Seward JURISDICTION: Carlsbad Fire Department PROJECT NAME: Fortis Fitness & Strength PROJECT ADDRESS: 2712 Gateway Rd PROJECT DESCRIPTION: CBI22316 6,4920] Tenant Improvement - Non-bearing interior partition, restrooms, locl<er rooms, exercise room, for fitness center. INSTRUCTIONS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descnptive narrative of corrections addressing all comments. Please be sure to put fire revisions on the Building Dept. plan check set • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • Corrected plans, descriptive narrative of corrections, following each comment on this form, and a copy of Building Department (EsGil) comments. - COMMENTS MUST BE SUBMITTED DIREGTLY J0?~THE FOLLOWING ADDRESS DARYL K. JAMES & ASSOCIATES, INC. ' 205 COLINA TERRACE VISTA, CA 92084 This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. COMMENTS PLEASE ADDRESS ALL REMAINING COMMENTS INDICATED IN BLUE FONT. Additional comments made be generated by responses to revised set GENERAL COMMENT: Each sheet in the plans must signed by the person responsible for their preparation, even if there are no structural changes Business and Professions Code Engineering sheet to be stamped and signed. •CS Fire Note 7. Revise referenced code section from CFC 804 to CFC 807 Deferred Submittals Revise the list of deferred submittals as follows Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907 2 sections specific to applicable occupancy groups and 2010 NFPA 72 Page 2 of 4 Building Data Occupancy Group- Justify classification of occupancy group as a Group B rather than a Group A-3. Denote adjacent tenant occupancy group(s). Stones Clarify if the second story is a mezzanine the Sheet Index. the Group A-3 and Sheet Index Revise the list to match sheet titles within the plan check set. All sheets within the plan check set must be placed in the order in which listed under Revise references to second story as mezzanine. Add Finish Plans A7-7 0 & A-7 1 to Sheet Index • A-1.1 First Floor Exit Plan Justify classification of Weight Strength and Agility areas as separate Group B occu|Dancies rather than a single Group A-3. This appears to be a Group A-3 Compliance with requirements applicable to an assembly area, including, but not limited to, occupancy separations, doors swinging in direction of travel equipped with panic hardware, an occupant load sign and exit signs Justify classification of Retail 101 as a Group B rather than a Group M Revise the occupant load factor to 30 Verify that Door 9 swing.does not obstruct hallway egress width. Fire Doors 7 & 8 are required to be 60-minute doors in the Fire Barrier separating Group B. •A-1.2 Re-label as Mezzanine Exit Plan Label the room at Grid Lines 4.5 & A. Revise scale Rooms' dimensions do not match scale. Just one example- According to the scale. Storage Room 203 is 1040. Show the combined occupant load with the folding door in the open position Show F.E. location(s) •A-2.0 1st Floor Plan Walls on floor plan shall match symbols on Wall Legend. Denote required separation of occupancies CBC Table 508 4 Provide symbol for rated walls on Wall Legend with a reference to details Rated wall detail to include ICC evaluation report #, UL Listing or reference to Item number in 2010 CBC Table 720 1(2). It does not appear that glazing (window A) in fire barrier is rated Please justify CBC 715.2 Justify utility room under stairs used for egress Is Stair 3 an enclosed stairway separated from Utility Room HQ'' Clarify the stairway shown in 1/A2.0. •A-2.1 Mezzanine Plan Label all rooms. Walls on floor plan shall match symbols on Wall Legend Denote incidental, accessory use area Storage Room 203. CBC 508 2 5 N/A All rooms or areas, required in CBC Table 508 2 5 to be of smoke resistant constrqction, must comply with the construction requirements of CBC 508 2 5 2 N/A Provide symbol for smoke resistant walls on Wall Schedule with a reference to details N/A A-2.2 Reflected Ceiling Plan Page 3 of 4 Verify that Big Ass Fans will not obstruct the fire sprinkler spray pattern Fan Supplier to provide fan blade/sprinkler spray pattern drawing •Add a note on Sheet CS to Fire Spnnkler item under Deferred Submittals that Spnnkler Contract is to design sprinkler locations in accordance with Fan Supplier's fan blade/sprinkler pattern drawing. Remove exit sign from Door 2 in Exercise Room 106. See Sheet E1.0. •A-2.3 Ceiling Note 3 - Revise code reference to read, 2010 CBC A-3.0 Door Schedule •Indicate the locations of panic hardware for egress from the A-3 occupancy to the exit discharges. •A-7.0. A-7.1 & Finish Schedule on Sheet A-3.0 Place Sheet A-7.0 before A-7.1 Sign Licensed Architect Stamp on Sheet A-7 0 Provide a note: All finish matenals shall comply with CBC Chapter 8. Intenor wall and ceiling finish materials shall be classified in accordance with ASTIVl E 84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke—developed indexes Class A, B or C Required flame spread finish requirements are indicated on Table 803.9 CBC Section 803. Show on plan that the provisions of Table 803 9 have been met Provide manufacturer's specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base Upon request by fire Official. CBC 804 3, Provide manufacturer's specifications and California State Fire IVlarshal listings and other acceptance cnteria for flame spread and smoke developed index for wall finish material and corner guards Upon request by fire Official. CBC 803.1.2 Provide manufacturer's specifications and California State Fire Marshal listings as well as other acceptance criteria for flame spread and smoke developed index for decorative materials. Upon request by fire Official. CFC 807 •Mechanical Sheets Sign all Mechanical Sheets Provide mechanical equipment details including, but not limited, RTU units with duct-mounted smoke detectors • M1.0 RTU 1-5, Note 3 - Please clarify reference to 509 CMC. This section addresses Grease Removal Devices in Hoods. • Plumbing Sheets Renumber Plumbing Sheets • E-1.0 1*' Floor Lighting Plan Lighting Symbols & Descriptions to include symbols for means of egress illumination and exit signs Indicate the locations of all means of egress illumination and exit signs in all areas in the path of egress to an exit discharge Clarify if symbols with a Bl and B2 are bug eye emergency lights. Illumination will be tested in the field and must be identified on Lighting Plans Exit sign locations to match Exit Plan and RCP See comment Sheet A2-2 Denote directional arrow next to exit signs from all occupied areas to the exit discharge CBC 1011 indicate the locations of means of egress illumination near exit discharge to mam exit doors in Reception/Waiting/Retail area that provides 1 foot-candle at walking surface Page 4 of 4 E-1.1 Mezzanine Level Lighting Plan • Lighting Symbols & Descnptions to include symbols for means of egress illuminati6n and exit signs. Denote means of egress illumination and directional arrows next to exit signs on plan Bug-eye emergency illumination is only shown in the Hallway. Indicate the locations of all means of egress illumination in all areas, including Exercise rooms and NW stainfl/ay. CBC 1006.3. Illumination will be tested in the field and must be identified (j)n Lighting Plans. Exit sign locations to match Exit Plan and RCP Symbols on Lighting Plan must match Lighting Fixture Legend. Denote directional arrows next to exit signs from all occupied areas to the exit discharge. CBC 1011. BLDG. DEPT COPY Page 1 of 4 CORRECTION LIST 2 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: Januarv 18. 2013 APPLICANT: Gary Seward PROJECT NAME: Fortis Fitness & Strength JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2712 Gateway Rd. PROJECT DESCRIPTION: CB122316 6,492(5 Tenant Improvement - Non-bearing interior partition, restrooms, locker rooms, exercise room, for fitness center. INSTRUCTIONS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. Please be sure to put fire revisions on the Building Dept. plan check set. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitflre@sbcglobal.net • Corrected plans, descriptive narrative of corrections, following each comment on this form, and a copy of Building Department (EsGil) comments. - COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWiNG ADDRESS DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. COMMENTS PLEASE ADDRESS ALL REMAINING COMMENTS INDICATED IN BLUE FONT. Additional comments made be generated by responses to revised set. GENERAL COMMENT: Each sheet in the plans must signed by the person responsible for their preparation, even if there are no structural changes Business and Professions Code Engineenng sheet to be stamped and signed. CS Fire Note 7. Revise referenced code section from CFC 804 to CFC 807. • Deferred Submittals Revise the list of deferred submittals as follows. Fire Sprinkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to applicable occupancy groups and 2010 NFPA 72 • Building Data Occupancy Group Justify classification of occupancy group as a Group B rather than a Group A-3 Denote adjacent tenant occupancy group(s). Stones Clarify if the second story is a mezzanine. Page 2 of 4 the Sheet Index. he Group A-3 and •Sheet Index Revise the list to match sheet titles within the plan check set. All sheets within the plan check set must be placed in the order in which listed under Revise references to second story as mezzanine. Add Finish Plans A7-7.0 & A-7.1 to Sheet Index •A-1.1 First Floor Exit Plan Justify classification of Weight Strength and Agility areas as separate Group B occu|Dancies rather than a single Group A-3. This appears to be a Group A-3. Compliance with requirements applicable to an assembly area, including, but not limited to, occupancy separations, doors swinging in direction of travel equipped with panic hardware, an occupant load sign and exit signs. | Justify classification of Retail 101 as a Group B rather than a Group M. Revise the occupant load factor to 30. Verify that Door 9 swing does not obstruct hallway egress width Fire Doors 7 & 8 are required to be 60-minute doors in the Fire Barrier separating Group B • A-1.2 Re-label as Mezzanine Exit Plan Label the room at Gnd Lines 4 5 & A. Revise scale. Rooms' dimensions do not match scale Just one example. According to the scale. Storage Room 203 is 104(1]. Show the combined occupant load with the folding door in the open position. Show F.E. location(s) A-2.0 1st Floor Plan Walls on floor plan shall match symbols on Wall Legend Denote required separation of occupancies. CBC Table 508.4 • Provide symbol for rated walls on Wall Legend with a reference to details. Rated wall detail to include ICC evaluation report #, UL Listing or reference to lte(n number in 2010 CBC Table 720 1(2) It does not appear that glazing (window A) m fire barrier is rated Please justify. CBC 715.2 Justify utility room under stairs used for egress Is Stair 3 an enclosed stairway separated from Utility Room 119? Clarify the stairway shown in 1/A2 0 •A-2.1 Mezzanine Plan Label all rooms. Walls on floor plan shall match symbols on Wall Legend Denote incidental, accessory use area Storage Room 203. CBC 508 2.5 N/A All rooms or areas, required in CBC Table 508.2.5 to be of smoke resistant constnjction, must comply with the construction requirements of CBC 508.2.5.2. N/A Provide symbol for smoke resistant walls on Wall Schedule with a reference to details. N/A A-2.2 Reflected Ceiling Plan Verify that Big Ass Fans will not obstruct the fire spnnkler spray pattern Fan SuppI blade/sprinkler spray pattern drawing Add a note on Sheet CS to Fire Spnnkler item Submittals that Sprinkler Contract is to design spnnkler locations m accordance with blade/sprinkler pattern drawing Remove exit sign from Door 2 in Exercise Room 106 See Sheet El 0. ler to provide fan under Deferred Fan Supplier's fan Page 3 of 4 •A-2.3 Ceiling Note 3 - Revise code reference to read, 2010 CBC. A-3.0 Door Schedule • Indicate the locations of panic hardware for egress from the A-3 occupancy to the exit discharges. A-7.0. A-7.1 & Finish Schedule on Sheet A-3.0 Place Sheet A-7.0 before A-7.1 Sign Licensed Architect Stamp on Sheet A-7.0 Provide a note: All finish materials shall comply with CBC Chapter 8. Interior wall and ceiling finish matenals shall be classified in accordance with ASTM E 84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke—developed indexes. Class A, B or C. Required flame spread finish requirements are indicated on Table 803.9 CBC Section 803. Show on plan that the provisions of Table 803.9 have been met. Provide manufacturer's specifications and California State Fire Marshal listings or other acceptance critena for flame spread and smoke developed index for new carpet, padding and carpet base Upon request by fire Official. CBC 804 3 Provide manufacturer's specifications and California State Fire Marshal listings and other acceptance cnteria for flame spread and smoke developed index for wall finish material and corner guards Upon request by fire Official CBC 803 1 2 Provide manufacturer's specifications and California State Fire Marshal listings as well as other acceptance cnteria for flame spread and smoke developed index for decorative matenals Upon request by fire Official CFC 807 • Mechanical Sheets Sign all Mechanical Sheets Provide mechanical equipment details including, but not limited, RTU units with duct-mounted smoke detectors. M1.0 RTU 1-5, Note 3 - Please clarify reference to 509 CMC. This section addresses Grease Removal Devices in Hoods • Plumbing Sheets Renumber Plumbing Sheets E-1.0 1^* Floor Lighting Plan Lighting Symbols & Descnptions to include symbols for means of egress illumination and exit signs Indicate the locations of all means of egress illumination and exit signs in all areas in the path of egress to an exit discharge Clarify if symbols with a Bl and B2 are bug eye emergency lights Illumination will be tested in the field and must be identified on Lighting Plans Exit sign locations to match Exit Plan and RCP. See comment Sheet A2-2. Denote directional arrow next to exit signs from all occupied areas to the exit discharge. CBC 1011. E-1.1 Mezzanine Level Lighting Plan •Lighting Symbols & Descnptions to include symbols for means of egress illumination and exit signs. Denote means of egress illumination and directional arrows next to exit signs on plan Bug-eye emergency illumination is only shown in the Hallway Indicate the locations of ail means of egress illumination m all areas, including Exercise rooms and NW stairway. CBC 1006.3 Illumination will be tested in the field and must be identified on Lighting Plans Exit sign locations to match Exit Plan and RCP Page 4 of 4 Symbols on Lighting Plan must match Lighting Fixture Legend. Denote directional arrows next to exit signs from all occupied areas to the exit discharge CBC 1011. ^LDG. DEPT COPV*^^^ ^ CORRECTION LIST Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: November 7, 2012 APPLICANT: Gary Seward PROJECT NAME: Fortis Fitness & Strength JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2712 Gateway Rd. PROJECT DESCRIPTION: CBI22316 6,4920] Tenant Improvement - Non-bearing interior partition, restrooms, locker rooms, exercise room, for fitness center. INSTRUCTioMS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments. Please be sure to put fire revisions on the Building Dept. plan check set. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • Corrected plans, descriptive narrative of corrections, following each comment on this form, and a copy of Building Department (EsGil) comments. . COMMENtsrM DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. COMMENTS - Additional comments made be generated by responses to revised set. GENERAL COMMENT: Each sheet in the plans must signed by the person responsible for their preparation, even if there are no structural changes. Business and Professions Code. Engineering sheet to be stamped and signed. CS General Notes Review and revise notes to address 2010 California Codes. Numerous corrections are necessary. Deferred Submittals Revise the list of deferred submittals as follows: Fire Spnnkler System 2010 CFC 903 and 2010 NFPA 13. Fire Alarm System 2010 CFC 907 including CFC 907.2 sections specific to applicable occupancy groups and 2010 NFPA 72 Building Data Occupancy Group: Justify classification of occupancy group as a Group B rather than a Group A-3. Denote adjacent tenant occupancy group(s). Stories: Clarify if the second story is a mezzanine. he Sheet Index rather than s applicable to an and an occupant Sheet Index Revise the list to match sheet titles within the plan check set. All sheets within the plan check set must be placed in the order in which listed under Revise references to second story as mezzanine. Add Finish Plans A7-7 0 & A-7.1 to Sheet Index A-1.1 First Floor Exit Plan Justify classification of Weight Strength and Agility areas as separate Group B occupancies a single Group A-3. This appears to be a Group A-3. Compliance with requiremen': assembly area, including, but not limited to, occupancy separations, panic hardware, load sign. Justify classification of Retail 101 as a Group B rather than a Group M. Revise the occupant load factor to 30. Verify that Door 9 swing does not obstruct hallway egress width. A-1.2 Re-label as Mezzanine Exit Plan Label the room at Grid Lines 4.5 & A. Revise scale. Rooms' dimensions do not match scale. Just one example- According to the scale, Storage Room 203 is 104[ti. Show the combined occupant load with the folding door in the open position Show F E location(s) A-2.0 1st Floor Plan Walls on floor plan shall match symbols on Wall Legend. Denote required separation of occupancies. CBC Table 508.4 Provide symbol for rated walls on Wall Legend with a reference to details. Rated wall symbol(s) on plan must match Wall Schedule. A-2.1 Mezzanine Plan Label all rooms. Walls on floor plan shall match symbols on Wall Legend Denote incidental, accessory use area Storage Room 203. CBC 508.2 5 All rooms or areas, required in CBC Table 508.2 5 to be of smoke resistant constrdction, must comply with the construction requirements of CBC 508.2 5 2. Provide symbol for smoke resistant walls on Wall Schedule with a reference to details. A-2.2 Reflected Ceiling Plan Verify that the fire sprinkler spray pattern will not be obstructed by Big Ass Fans. A-2.3 Ceiling Note 3 - Revise code reference to read, 2010 CBC. A-3.0 Indicate provisions taken to comply with Cadsbad Policy 80-6 Intent B. (Fireman Safety) City of Carlsbad Policies and Procedures document number 80-6: Roof Mounted equipment is intended to prevent the installation of hazardous conditions that may include utility piping and bonduit 1.4-inches or higher above roof surface, electncal or other utility wiring or cabling not securely placed in conduit, raceways or properly affixed to the structure, or that which may be a trip or strangulation hazard Page 2 of 3 Additionally, it was intended to address building openings and roof coverings or fea fall hazard to those unfamiliar or subject to impaired senses as might be encountered fire conditions or at night. ures that posed a during smoky and Page 3 of 3 While this Policy does not provide specifics, it does provide the City the opportunity to review and comment on anything that is roof mounted or provides an opening such as vent nsers, skylights, light- welis etc. etc. A-7.0 & A-7.1 Place Sheet A-7.0 before A-7.1 Sign Licensed Architect Stamp on Sheet A-7.0 Provide a note: All finish materials shall comply with CBC Chapter 8. Interior wall and ceiling finish materials shall be classified in accordance with ASTM E 84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke—developed indexes. Class A, B or C. Required flame spread finish requirements are indicated on Table 803.9 CBC Section 803. Show on plan that the provisions of Table 803.9 have been met. Provide manufacturer's specifications and California State Fire Marshal listings as well as other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet, base. CFC 804 Provide manufacturer's specifications and California State Fire Marshal listings and other acceptance criteria for fiame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 Provide manufacturer's specifications and California State Fire Marshal listings as well as other acceptance criteria for flame spread and smoke developed index for decorative materials. CFC 807. Mechanical Sheets Sign all Mechanical Sheets Provide mechanical equipment details including, but not limited, RTU units with duct-mounted smoke detectors. M1.0 Note 3 - Please clarify reference to 509 CMC. This section addresses Grease Removal Devices in Hoods. Plumbing Sheets Renumber Plumbing Sheets E-1.0 1*' Floor Lighting Plan Lighting Symbols & Descriptions to include symbols for means of egress illumination and exit signs. Denote means of egress illumination and directional exit signs on plan that match Lighting Symbols & Descnptions. Indicate the locations of all means of egress illumination and exit signs in all areas in the path of egress to an exit discharge Illumination will be tested in the field and must be identified on Lighting Plans. Exit sign locations to match Exit Plan and RCP. Denote directional exit signs from all occupied areas to the exit discharge. CBC 1011. E-1.1 Mezzanine Level Lighting Plan Lighting Symbols & Descnptions to include symbols for means of egress illumination and exit signs. Bug-eye emergency illumination is only shown in the Hallway. Denote means of egress illumination and directional exit signs on plan that match Lighting Symbols & Descnptions. Indicate the locations of all means of egress illumination and exit signs in ail areas in the path of egress to an exit discharge Illumination will be tested in the field and must be identified on Lighting Plans. Exit sign locations to match Exit Plan and RCP. Symbols on Lighting Plan must match Lighting Fixture Legend. Denote directional exit signs from all occupied areas to the exit discharge. CBC 1011. STRUCTURAL CALCULATIONS PROJECT: 6>/2ess.i ^^c^^ (^at^mu(r r> HTK HOROWITZ TAYLOR KUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY. GRADE "N" CONCRETE BLOCK F' M MORTAR- TYPES 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL A-615 PSI PSI STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS GRADE 40: #4 AND LESS (U.O.N ) GRADE 60: #5 AND LARGER #2 BEAMS AND POSTS #2 STUDS STUD OR BETTER SEISMIC FORCE- ^«c~.777 WIND FORCE: ^ £> DESIGN LOADS: ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL &CLG. MISC. TOTAL = REPORT BY: M A- C^...' ^'^MS REPORT NO.: S^M SOIL PRESSURE: A!S:!^^....£Sf~ FLAT FLOOR DEAD LOAD INT. FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. WALL DEAD LOAD EXT. INTERIOR EXTERIOR 10 PSF 16 PSF ROOF LIVE LOAD SLOPING = FLAT = to TOTAL = FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY 40 PSF 60 PSF (U.O.N.) 100 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. Job No. Designed By Date as 14288 Danielson St. • Suite 200 • Poway, CA 92064-8819 . (858)679-8989 . Fax (858) 679-8959 6J> 1 J t60 *-T—-1 1 I i i I I. 10! J 4--I... I - I i I I ' 3. OPEH i*iEB STEEL ROa= JOISTS Am (SiRDERS AHO OPEN WEa STEEL FLOOR JOISTS A>iD SIRDEfi^ 1. TWE Of^N WEB ai^EL JOISTS AND QIRDEF^ SHALL BE MBRICATED IN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH SECTION 1101.1 Or 1331 UBC. 2. TME DESIGN, FABRICATION OF OPEN WEB STEEL JOISTS AND GIRDEf^ SMALL CONFORM TO THE ?3E<3UfREMENTS OF THE aMf&^ EDITION OF THE "STANDARD SPECiFfCATIONS AND F?ECCmENDATED CODE OF STANDARD Pf2ACTICE FDR OPEN WES STELL JO AND GIRDERS" ADOPTED S"^ TME STEEL JOIST (NSTfTUTE. Tf4e OPEN WEB STEEi. JOISTS AND GIF2DERS SMALL ALSO CONFOpg-l T U.S.C CHAPTER 22 DIVISION IX. A CALIFCWIA RECilSTEI^D ClVfL ENGINEER SHALL BE (^SPONSIBLE FOR THE DESIGN OF OPEN WES STEEL JOIST G'TOERS /nh BRIDGINGS OR BRACES. THE CALCULATIONS FOR OPEN WEB STEEL JOISTS AND GIRDERS SHALL SE SCALED AND SIGNED BY A CALIFOra^lA f^G!STE!^D CIVIL ENGINEER. THE 2€AL IS INTENDED TO CONVEY THAT THE OPEN WES STEEL JOISTS AND GIBERS MAvE BEE DESIGNED FOR THE SiffiS AND ALL LOADING CONDITIONS f AXIAL, MECHANICAL, SPRINKLER MAINS, ETC.; SHOWN ON THE CONTRACT DOOiMENTS AND TO ASSURE TME COIPATIBILITT WITH STWCTURAL DETAILS, aiB-MIT PLANS AND CALCULATIC^IS FOR OPEN WEB JOISTS AND GIRDERS TO THE LOCAL GOVE»^ING AGENCY AS REOJII^D. NO CONSTsaJCTfOM LOADS SHALL BE PLACED CN JOISTS OR G?ra?ER5 UNTIL BRIDGING IS INSTALLED AND BEARING COWECTK HAVE BEEN BOLTED OR WELDED PER PLANS TYP. THE BEVELED ENDS OR SLOPED SHOES SHALL SE PTOVlDED BY TME OPEN WEB JOISTS 5UI°PLIER FOR INQUIRED ROOF SLW DEFLECTION SHALL m LIMITED TO TME FOLLOWlNkS: ROOF TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/1Si2!. ROOF UVB LOAD DEFLECTION SMALL NOT EXCEED L/240. FLOOR TOTAL LOAD DEFLECTION SMALL NOT EXCEED L/240. FLOOR LIVE LOAD DEFLECT!£>; SHALL NOT EXCEED LMB0. HORIZONTAL AND DIAGONAL BRIDGINGS MEETING THE f^OJIREMENTS 0= STEEL JOIST INSTITUTE SPECIFICATIOM SHALL BE PROVIDED SY THE OPEN WEB JOISTS SUPPLIER. OPEN WE9 STEEL JOIST MANlFACTUf^R SHALL PROVIDE SPECIAL ENDS WHERE THE BEARING LENGTH iS LESS THAN WHAT IS REQUIRED BY SJI SPECIFICATIONS. SEISMIC LOAD SPECIFIED Ft ANS i DETAILS IS BASED ALLmABLE STi^SS DE&iGN PER CHAPTER \& CP THE LATEST UE 5. a. 3. \0. SPECIAL INSPECTION I. SPECIAL 'NSPECTiON SHALL BE PROVIDED BY A RECOGNIZED TESTING LAB APPROVED BY THS ENGINEER. PROVIDE SPECIAL !NSPECT«»4 iN ACCORD^CE WITH U.B.C. SECTIe>l \0& ON Tl« FOLLCWING: A. ALL CONCraTE WITH A r'e GI^ATER THAN 2500 PSI. B. ALL STWCTURAL STEEL WELDING CALL REINFORCING STEEL WELDING SPECIAL iNSPECTION FSPORTS AND TESTING REPOKfS SHALL BE SUBMITTED TO TME ENGI?«ER WITHIN 1 DAYS CF WHEN Tf-E INSPECTION WAS MADE OR WHEN TME TESTING WAS PE^^CWnED. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY TESTING REPORT WHICH WILL SHOW NC^-CC^PLf.WCE WITH THE ^OUIRmS^TS OF THE PLANS. 2. 3. 4. STRUCTURAL DESIGN LOAPS= ROOF DEAD LOAD = 15.0 PSF ROOF LIVE LOAD = 2!2S.0 PSF (-REDUCIBLE; PLOOR DEAD LOAD/ FLOOR PARTITION , PLOOR LIVE LOAC 'UCIBLEP SEISMIC ZONE FACTOR Z ZONE 4, Z=0.4 SOIL PROFILE TYPE Sd SEISMIC COEFFICIENT Ca ®.44Na SEf®ilC COEFFICIENT Cv e?.64Nv NEAR SOURCE FACTOR Ka \.0 NEAR SOURCE FACTOR Nv SEISMIC SOUF«:E TYF^ TYPE B THE ROSE CANYON FAULT IS LOCATED APPROXIMATELY 12.0 KM FROM THE SITE. CI u\ L-c^ap^ i . i i • j I . _ . s^5s I ."7,7 y,^^ ^ i 1 \J i i . 1 ! i ! .i, ____ - j ^ . J I J ,Jj. I —1 - t I 1 t r— • i i f } . . j I 1 I t ..._ . J : I f - 1— -• - —j ( ! ^__fe^h)4^^. V t i I t i I Sti^J LO. i - I I r /' •'• Rowrrz :. , : L' 4^^; mYLOR J. a 4^^^ KUSHKAKI S I R U'C't UBAl tHCIUeff, 14288 Danielson Street Suite 200 Poway, CA 92064 Title • Engineer. Project Desc • Project Notes: Job^ Steel Beam Description: Material Properties Cjrtain Case 1 Analysis Method: Allowable Stress Design Beam Bracing; Beam bracing is delined as a set spacing over all spans Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Unbraced Lengths _ File C.MJs8re\HTK\Desktop\oomposits beam.eoe ENERCALC.INC 1983-2011, Build-6.12 0112. Ver6.12223 Calculations per AISC 36M5, IBC 2009, CBC 2010, ASCE 7^ Fy. Sieel Yield 50.0 ksi E: Modulus: 29,000 0 ksi First Brace starts at 4 0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 4 0 ft D(0^06) Span = 33 50"ft' W18X35 Applied Loads Service loads entered. Load Factors will be applied for calculations Uniform Load • D: DESIGN SUMMARY 0 060k/lt, TnbutatYWldth=10ft Maximum Bending Stress Ratio = Section used for this span Mu • Applied Mn / Omega • Allovrable Load Combination Location ol maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.051:1 W18X35 8.417 k-ft 165.918 k-ft +D 16.750ft Span # 1 0.000 in 0.000 in 0.116 in 0.000 in Maximum Shear Stress Ratio = Section used for this span Vu Applied Vn/Omega • Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 0<360 Ratio = 0 <360 Ratio = 3469 Ratio = 0<180 0.009 : 1 W18X35 1 005 k 106.20 k +D 0.000 ft Span#1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios Summary ol Moment Values Summary of Shear Values M V Mmax + Mmax-Ma - IVIax Mnx Mnx/Omega Cb Rm VaMax Vnx Vnx/Omega 0 021 0.009 343 3.43 277 08 165 92 166 1.00 1.01 159.30 106 20 0 036 0.007 605 3.43 6,05 277,08 165 92 119 100 0 77 159,30 106.20 0 046 0 005 7 71 6.05 7.71 277,08 165 92 1 08 1 00 0 53 159 30 106 20 0.051 0.003 840 7 71 8.40 277 08 165.92 1.02 1 00 0 29 159.30 10620 0.051 0002 842 8.11 842 277.08 165 92 101 100 019 159.30 10620 0.O49 0.004 8.11 6 86 811 277 08 165 92 105 1 00 043 159.30 10620 0,041 0006 686 4 64 686 277 08 165 92 1 13 1 00 0.67 159 30 106 20 0028 0009 4 64 1 45 464 27708 165 92 135 1,00 0.91 159.30 10620 0009 0009 145 1 45 277.08 165 92 1 53 1,00 1.00 159 30 106,20 +D 3,85 ft 4.02 ft 4 02 ft 402 ft 4C2ft 4 02 ft 4 02 ft 402 ft 1 51ft Dsgn. L Dsgn L Dsgn L Dsgn. L Dsgn L Dsgn. L Dsgn L Dsgn L Dsgn L Overall Maximum Deflections - Unfactored Loads Load Combination Span Max."-" Defl Location in Span Load Combination Max •+" Defl Location in Span 1 Vertical Reactions - Unfactored _ Load Combination Support 1 Overall MAXimum '1,005^ DOnly 1,005 0 0000 Support 2 0,000 Support notation. Far left is #1 0,0000 Values in KIPS OOOO 1.005 1005 •J HOROWITZ .1 TAYLOR ••ii KUSHKAKI STSUCIUSAI ENGINE-ESS 14288 Danielson Street Suite 200 Poway, CA 92064 Title: Engineer Project Desc: Projecl Notes: Job# Steel Beam ssai Description • Curtain Case 2 Material Properties Analysis Methcxi: Allowable Stress Design Beam Bracing: Beam bracing is defined as a set spacing over all spans Bending Axis. Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 Unbraced Lengths First Brace starts at 4 0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 4 0 ft File C'\Users\HTK\Desktop<composite t)eam ec6 ENERCALC. INC 1983-2011, Builtie.12 0112, Ver.6.12 2 28 Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-OS Fy: Steel Yield. 50.0 ksi e- Modulus: 29,000.0 ksl D(0 12) Span = 33 50 ft W18X35 Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load: D = 0120 k/ft, Extent = 0 0 ~»16 750 ft, Tributary Width = 1.0 ft DEsmsuMumy Maximum Bending Stress Ratio = Section used for this span Mu • Applied Mn / Omega Allowable Load Combination Locafion of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.057.1 Maximum Shear Stress Ratio = W18X35 Section used for this span 9.469 k-fl Vu. Applied 165.918 k-ft Vn/Omega . Allowable. +D Load Combination 12,563ft Location of maximum on span Span # 1 Span # where maximum occurs 0.014 : 1 W18X35 1.508 k 106.20 k +0 OOOO ft Span # 1 0.000 in Ratio = 0.000 in Ratio = 0.117 in Ratio = 0.000 in Ratio = 0<360 0 <360 3437 0<180 Maximum Forces_&_Stresses for Load Combinations Max Stress Ratios Load Combination Segment Length Summary of Moment Values Summary of Shear Values Span* M V Mmax + Mmax-Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 0.030 0014 4 92 4 92 27708 165 92 1,63 1.00 1 51 159 30 106 20 0 049 0,010 815 4 92 815 277 08 165 92 1 16 1,00 1 05 159 30 106.20 0.057 0,005 9.44 815 944 277.08 165 92 1 04 1.00 0.56 159 30 10620 0,057 0,004 9.47 8,80 947 277 08 165 92 1 01 1.00 040 159 30 10620 0,053 0,005 8,80 6,82 8 80 277 08 165 92 1 10 1.00 050 159 30 106,20 0,041 0,005 6,82 4.80 6,82 277 08 165 92 1,13 100 050 159.30 106 20 0029 0,005 4 80 2,78 4,80 277.08 165 92 1,20 1.00 050 159.30 106 20 0017 0,005 2.78 0.76 2.78 277,08 165,92 1,41 1.00 0.50 159.30 10620 0005 0 005 0 76 0.76 277,08 165 92 1,55 100 0,50 159.30 106.20 +D Dsgn Dsgn Dsgn Dsgn Dsgn Dsgn Dsgn Dsgn Dsgn 3,85 ft 402 ft 402 ft 4 02 ft 4 02 ft 4 02 ft 4 02ft 4 02ft 151ft Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ••"Defl Location in Span Load Combination Max '+" Defl Location m Span Vertical Reactions • Load Combination 1 Unfactored Support \ 0.0000 0,000 Support notation Far left is #1 Support'2 00000 Values in KIPS 0.000 Overall MAXimum DOnly 1 508 1.508 0,503 0,503 I L ... _4-. i ' r i ! I i !••: 3^ • "••i/I' [-"'TROWIfZ •••-•••^1 -JiiX. TAYtOR 14288 Danielson Street ^ U A. hJim KUSHKAKI Suite 200 . T U CT U B ,M ,F N G.l N e E 8 S p^^^^^ QA 92064 Title: Engineer: Project Desc: Project Notes; Job* .Concrete Beam Description -None- Material Properties File C.\UseralKTi<\DesWoptaompositeb6ameoe ENERCALC,INC. 1983-2011, Build.6 1201.12, VBr.6 12228 Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 fc ,^ fr= fc '7.50 y Density X LfWt Factor Elastic Modulus = fy - Main Rebar = E - Main Rebar = 2.50 ksi 375.0 psi 145.0 pd 1.0 3,122.0 ksl 60.0 ksi 29,000.0 ksi d) Phi Values Flexure: 0.90 Shear: 0.750 B, = 0.850 Fy - Stirrups 40.0 ksi E-Stirrups = 29,000.0 ksi Stiraip Bar Size #= # 3 Number of Resisting Legs Per Stirrup = 2 Load Combination 2006 IBC & ASCE 7-05 Cross Section & Reinforcing Details " Rectangular Section, Width = 6.50 in, Height = 84.0 in Span #1 Reinforcing,.. 2-#6 at 3.0 in from Bottom, from 0.0 to 18 0 ft in this span ^pHed Loads Service loads entered Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.0140, Lr = 0.020 k/ft. Tributary Width = 1.0 ft Point Load; D = 1.0k@9,0fl Point Load: D = 2 20, Lr = 3,10 k@ 6.0 ft Point Load • D = 2,20, Lr = 3.10 k @ 14.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn * Phi. Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.230: 1 Typical Section 72.138 k-ft 313.19 k-ft +1.20D+1.60Lr+0,50L 8.640ft Span # 1 Maximum Deflection Max Dovmward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0 001 in Ratio = 215171 0.000 in Ratio = 0<360 0.003 in Ratio = 67093 0.000 in Ratio = 999<180 Support notation Far left is #1 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 OverallMAXinuim 10465 11643 DOnly 7.530 8 019 LrOnly 2936 3 624 D+Lr 10 465 11 643 Shear Stirrup Requirements " Enfire Beam Span Length: Vu < PhiVc/2, Req'd Vs = Not Reqd, use stirmps spaced at 0.000 m Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span# Location {ft m Span Bending Stress Results (k-ft) Mu Max Ph!*Mnx Stress Ratio MAXimum BENDING Envelope Span#1 1 8640 7214 31319 0 23 +1.40D Span#1 1 9000 53,67 31319 017 +1.20D+050Lr+1.60L+1 60H '. ,', . "'^ TAYLOR 14288 Danielson Street »i aa ici'TO. KUSHICAtO Suite 200 Title: Engineer: Project Desc: Project Notes: Job# S r 5 U C-T-U VA I, fc N 5 I'N E Powav, CA 92064 Concrete Beam W>ll{.-WUUB''.l.lili^>|[»l.lli!6 Description: -None- File. C \Users\HTK\Desklopteomposite beam ec6 b ENERCALC, INC 1983-2011, Buil<i6.12.01,12 Ver.612228 h Load Combination Location (ft) in Span Bending Stress Results (k-ft) Segment Length Span # Location (ft) in Span Mu: Max Phi'Mnx Stress Ratio Span #1 1 +120D+1.60Lr+0.50L 9000 5416 313,19 017 Span # 1 1 +1 20D+1 6OLr+O80W 8.640 7214 313,19 0 23 Span ff 1 1 +1,20D+050Lr+050L+160W 8 640 72.14 31319 0 23 Span # 1 1 9.000 5416 313,19 017 Oyeral[B/^ximurn Deflections - Unfactored Loads Load Combination Span Max "-"Defl Location in Span Load Combination Max "+" Defl' Location in Span D+Lr 1 0 0032 8 820 0 OOOO 0 000 ••(75H^s7f3?'^(s4^c57 >' ~\?5>f A"s7(3F?7(:J2T^^^7•r^^^f j i -1... 0 2. • C? Z i t 11 tM is?i tf^f ,M[ o 7 .D • "2-- :'t>R U,C T U J A I -fi N 6,1 N r C- B S 14288 Danielson Street Suite 200 Poway, CA 92064 Title Engineer. Project Desc. Protect Notes: Job* Steel Beam Description: -None- Material Properties Analysis Method: Allowable Stress Design Beam Bracing, Beam is Fully Braced against lateral-torsional buckling Bending Axis. Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 =[-'-,1': IV; 1983-2011,Build6.l20l.12,Ver,6.122.28 Fy: Steel Yield E Modulus, Calculations per AISC 360-05, ASCE 7-05 50 0 ksi 29,000.0 ksi D(3 774) Span = 6 50 ft W10X12 Applied Loads Load(s) for Span Number 1 Point Load. D = 3.774 k @ 3,0 ft DESIGN SUMMARY Service loads entered Load Factors will be applied for calculations Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega . Allowable Load Ccmbination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflecfion Max Downward Total Deflection Max Upward Total Deflection 0.195:1 Maximum Shear Stress Ratio = WI 0X12 Section used for this span 6.076 k-ft Vu : Applied 31.207 k-ft Vn/Omega Allowable +D Load Combination 2.990ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in Ratio = 0<360 0.000 in Ratio = 0 <360 0.024 in Ratio = 3262 OOOO in Ratio = 0 <180 0.054 W10X12 2.032 37.506 +D 0.000 ft Span#1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span# Max Stress Ratios M \n Summaiy of Moment Values Mmax-I- Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega +D Dsgn L= eSOft 1 0195 0054 Overall Maximum Deflections - Unfactored Loads 6.08 5 08 52.12 31.21 100 100 2 03 56 26 37.51 Load Combination Span Max.'-"Defl Location in Span Load Combination Max "+• Defl Location in Span Vertical Reactions - Load Combination 1 Unfactored Support 1 0 0000 Support 2 OOOO Support notation Far left is #1 00000 Values in KIPS OOOO Overall MAXimum DOnly 2 032 2 032 1,742 1,742 wily TZ Suj)p£)/^ fe.v^ tor . lAYlOl 14288 Danielson Street H a sm KUSHKAKI Suite 200 Title; Engineer Projecl Desc, Project Notes; Job# StT.ii.U CTURAl E-MGiNEFliS Powav, CA 92064 Steel Beam Description -None- Material Properties Analysis Method. Allowable Stress Design Beam Bracing: Beam is Fully Braced against lateral-torsional buckling Bending Axis: Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 . ENERCALC.INC 1983-2011,Build6.1201.12,Ver:612228 Calculations per AISC 360-05, ASCE 7-05 Fy • Steel Yield: 50.0 ksi E; Modulus: 29,000.0 ksi 0(2.032) D(0 1951 LfO 65) * • * 2^ hi- ' f Span = 20 0 ft W12X22 Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load. D = 0 1950, L = 0 650 k/ft, Tnbulary Width = 1.0 ft Point Load. D = 2032 k @ 5.50 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.657:1 Maximum Shear Stress Ratio = 0.155 : 1 Section used for this span W12X22 Section used for this span W12X22 Mu; Applied 48.022 k-ft Vu • Applied 9.923 k Mn / Omega . Allowable 73.104 k-ft Vn/Omega. ADowabfe 63.960 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 9300ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.521 in Ratio = 460 Max Upward L+Lr+S Deflection 0.000 in Ratio = " 0 <360 Max Downward Total Deflection 0 775 in Ratio = 309 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summaiy of Moment Values Summary of Shear Values Segment Length Span# M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D Dsgn L= 20 00 ft 1 0 221 0.054 1614 1614 12208 73.10 100 1.00 342 95 94 63.96 +D+L+H Dsgn.L= 20.00 ft 1 0 657 0155 48 02 4802 122.08 73.10 1.00 100 9.92 95.94 6396 +D+0 750Lr+0 750L+H Dsqn.L= 20.00 ft 1 0546 0130 39 94 39 94 122 08 7310 1 00 1.00 8 30 95 94 63 96 +D-f0.750L+0750S+H Dsgn L= 20.00 ft 1 0.546 0130 39 94 3994 122 08 7310 1 00 100 8 30 95 94 6396 +0+0 750Lr+0 750L+0 750W+H Dsgn L= 2000ft 1 0.546 0130 3994 39,94 122,08 7310 1 00 1 00 8 30 95 94 6396 +D+0 750L+0 750S+0 750W+H Dsgn L= 2000ft 1 0.546 0.130 39.94 39.94 12208 7310 100 1.00 8.30 95 94 63.96 +0+0 750Lr+0 750L+0.5250E+H Dsgn L = 20.00 ft 1 0.546 0.130 39 94 39.94 122 08 73 10 1 00 1.00 8 30 95.94 63.96 +D+0 750L+0 750S+0 5250E+H Dsgn.L= 2000 ft 1 0 546 0130 3994 3994 122 08 7310 1 00 100 8 30 95 94 63.96 Overall Maxinium Deflections -Unfactored Loads Load Combination Span Max •-' Defl Location in Span Load Combination Max "+• Dell Location in Span 1 0 0000 Vertical Reactions • Unfactored Load Combination Support 1 Support 2 0.000 Support notation Far left is #1 OOOOO Values in KIPS 0.000 Overall MAXimum DOnly LOnly D+L 9.923 3 423 6,500 9,923 9 009 2 509 6 500 9 009 • 'j t •, HOROWITZ , ^. . •.r^^'TAYlOt 14288 Danielson Slreet M M M-^4. KUSHKAKI Suite 200 H r B u c T u ; AI E « G I N j= E R ^ pQwav, CA 92064 Title • Enginee rf^ Project Desc. Project Notes. Corriposite Steel Beam Description • -None- Materia£Properlies Analysis Method. Allowable Stress Design Beam Bracing • Beam is Fully Braced against lateral-torsion buckling by attached sla, Load Combination 2006 IBC & ASCE 7-05 Fy. Steel Yield, 50.0 ksi E: Modulus: 29,000.0 ksi ENERCALC, INC^1933-2011, Build6 120112, Ver6122^ escalations per AISC 3S0-05, ASCE 7-05 Composite Beam Section Data Beam is UNSHORED for Concrete Placement Total Slab Tt!ici<ness Effective Width Metal Deck. , Ribs 4.0 in 2.50 ft Perpendicular Concrete fc Concrete Density Rib Heiglit Rib Spacing 2.50 ksi 115.0 pcf 1.50 in 15.0 in Stud Diameter Qn Stud Capacity Top Width Btm Width 3/4" in pg/ 4.40 k ^ ' 5 0in 5.0 in 0(1.742} D(0195) L(0 65) W12X14 A 20 0 ft Applied Loads Load for Span Number 1 Uniform Load: D = 0,1950, L = 0.650 k/ft, Ttlbutary Width = 1.0 ft, Applied after curing Point Load. D = 1 742 k @ 5.50 ft, Applied after cunnq DESIGN SUMMARY Service loads entered Load Factors will be applied for calculations Maximum Bending Stress Ratio = Section used for this span Percent Composite Action Construcfion Mu: Applied 0.0 Mn/Omega Allowable 43 413 Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio 0.074:1 W12X14 100 % After Curing 6.904 k-ft 92.993 k-ft After Curing: +D 5,467ft Span # 1 0.000 in 0 000 in 9999999 0.059 in 0.000 in 4101 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn/Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.027 1 W12X14 1.263 k 47.60 k span 1 0,0 ft Span#1 Shear Stud Requirements From Support 1 § to 5 47 ft use 37 studs. From 5,47 ft to Support 2 use 37 studs Maximum Forces & Stresses for Load Combinations Load Comb & Design Length Max Stress Ratios Span # ii^ V Bending Summary Shear Summary Ma-Const MnStI/Omega Ma-NonConst MnTr/Omega Va Vn / Omega 1 DL on StIBm Before Curing SpanL = 20ff 1 1 DL on StIBm After Cunng Span L = 20 ft 1 After Curing +D SpanL = 20ft 1 After Curing +D+L+H Span L = 20 ft 1 After Cunng +D+0.750Lr+0 750L+H 0074 0 074 0 027 0027 43,41 43 41 690 6 90 92 99 92 99 1.26 1 26 47 60 47 60 S.IRU-CIUtAl ENG1NEE85 HOROWIfl , ^ ^ TAYLOR 14288 Danielson Street KUSHKAKI Suite 200 Title Engineer: Projecl Desc • Project Notes • Job# Powav, CA 92064 Composite Steel Beam Description: -None- Load Comb & Design Length Max Stress Ratios 1983-2011, Builde-1201J2. Ver612228 Bending Summary Shear Summary Span* M V Ma-Const MnStl / Omega Ma-NonConst MnTr/Omega Va Vn / Omega SpanL = 20ft 1 0 074 0 027 43 41 6 90 92 99 1.26 47 60 After Curing . +D+0 750L+0 750S+H SpanL = 20ft 1 0 074 0 027 43 41 690 9299 1 26 47 60 After Curing +D+0 750Lr+0 750L+0 Span L = 20 ft 1 0 074 0 027 43 41 690 92 99 1 26 47 60 After Cunng +D+0 750L+0 750S+0 7 SpanL = 20ft 1 0,074 0,027 4341 690 92 99 126 47 60 After Curing +D+0 750Lr+0 750L+0 Span L = 20 ft 1 0074 0,027 43 41 690 92 99 1 26 47 60 After Curing +D+0,750L+0,750S+0 5 Span L = 20 ft 1 0 074 0 027 43 41 6 90 92 99 1 26 47 60 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Location Dead Load Defl Dead Load Defl Const Loads Non-Dead Total Span Before Cunng After Cunng Net Defl Load Defl Deflection ixx - Used 20 000 OOOOO OOOO OOOO 0.000 0.000 88.60 20 000 OOOOO OOOO 0.000 OOOO 0.000 88.60 8 933 OOOOO 0.059 0.059 0.000 0.059 225.20 0.000 0.0000 OOOO OOOO 0.000 0.000 225.20 DL on Steel Alone BEFORE Curing Downward DL on Steel Alone BEFORE Curing Upward DL on Steel Alone AFTER Cunng Downward DL on Steel Alone AFTER Curing Upward Maximum Vertical Reactions - Unfactored Load Combination Support 1 Support notation • Far left is #1 Support 2 Overall MAXimum DL Applied Before Cunng Lr+L+S 1.263 0479 (Dbc-Dra+Dac) + Lr + L 1 263 0.479 (Dbc-Dra+Dac) + L + S 1.263 0.479 (Dbc-Dra+Dac) + L + W + S/2 1.263 0479 (Dbc-Dra+Dac) + L + S + W/2 1 263 0479 (Dbc-Dra+Dac) + L + S + E/1 4 1.263 0 479 Steel Section Properties : W12X14 Depth 11 900 in 1 XX 88 60 InM lyy 2 360 inM Web Thick 0.200 in Sxx ugoin'^s Syy 1 190 in'»3 Flange Width = 3970 in Rxx 4 620 in Ryy 0753 in Flange Thick = 0 225 in Zx . 17.400 in/^S Zy 1.900 in^3 Area = 4160 in^2 J 0.070 in^ Weight 14161 plf Composite Section Properties Span 1 Number Plastic N, A. Location Analysis Type % Shear Connection Plastic N A from Bottom Sum Qn Shear (k) # Studs per 1/2 Span Mn - Capacity k-ft l-Steel Moment of Inertia l-Trans l-Lwr 3ound 1 PNA in Flange 100 0 11.778 159 375 37 155 30 88 6 267 2 225 2 PNA in Flange 95 0 11 757 151 406 35 152 66 88 6 267 2 223 2 PNA in Flange 90 0 11 737 143 438 33 150.00 88 6 267.2 2208 PNA in Flange 85 0 11 717 135 469 31 147 34 88 6 267.2 218 2 PNA in Flange 80.0 11 697 127 500 29 144 66 886 267 2 215 2 PNA in Flange 75.0 11 677 119 531 28 141 98 88.6 267.2 211 9 PNA in Web 700 11.319 111.563 26 13918 88,6 267.2 208.2 PNA in Web 65.0 10,921 103.594 24 13612 88,6 267 2 204.1 PNA in Web 600 10,523 95 625 22 132.79 88,6 267.2 199.5 PNA in Web 55 0 10.124 87.656 20 129 20 88 6 267.2 194,4 PNA in Web 500 9 726 79.688 19 125.35 88 6 267.2 188 8 PNA m Web 45 0 9327 71.719 17 121.23 88 6 267 2 182,6 PNA in Web 40 0 8 929 63.750 15 116.84 88 6 267 2 175,8 PNA in Web 35 0 8.530 55.781 13 11219 88 6 267 2 168 2 PNA in Web 300 8,132 47813 11 107 27 88.6 267.2 159,9 PNA in Web 25.0 7.733 39.844 10 102 09 88 6 267.2 1507 14288 Danielson Street Suite 200 Powav, CA 92064 Project Desc.- Project Notes' Job# Steel Beam Description: -None- Material Properties Analysis Method. Allowable Stress Design Beam Bracing: Completely Unbraced Bending Axis. Major Axis Bending Load Combination 2006 IBC & ASCE 7-05 __HgTOALCJNC|^01^M^|j.^^^^^^^ 2 28 Calculations per AISC 360-05, ASCE 7-05 Fy: Steel Yield: 50.0 ksi E: Modulus: 29,000.0 ksi D(0 195)L(0 666) Span = 7 50 ft W8X10 ^ppljed Loads Load(s) for Span Number 1 Point Load D = 0.1950, L = 0 6660 k @ 5.250 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations L. Maximum Bending Stress Ratio = Section used for this span Mu . Applied Mn / Omega ; Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.054:1 W8X10 1.356 k-ft 21.347 k-ft +D+L+H 5.250ft Span # 1 0.009 in Ratio = 0.000 in Ratio = 0.012 in Ratio = 0.000 in Ratio = Maximum Shear Stress Ratio = Section used for this span Vu . Applied Vn/Omega. Allowable Load Combination Location of maximum on span Span # where maximum occurs 9843 0 <360 7614 0 <180 0.022 :1 W8X10 0.6027 k 26.826 k +D+L+H 5.250 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load"com*binatron " Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax-Ma - Max Mnx Mnx/Omega Cb Rm VaMax Vnx Vnx/Omega +0 Dsgn L= 750ft 1 0 014 0.005 0 31 0.31 35.65 2135 1.40 1.00 0.14 40,24 26,83 +D+L+H Dsgn L = 7 50 ft 1 0.064 0.022 1 36 1,36 35.65 21 35 1 40 1.00 0.60 40.24 26.83 +D+0 750Lr+0750L+H Dsgn L= 750ft 1 0 051 0.018 109 1,09 35.65 21 35 1,40 1.00 0.49 40.24 26 83 +D+0 750L+0750S+H Dsgn L= 750ft 1 0.051 0 018 109 1 09 35,65 21.35 1,40 1 00 0.49 40 24 26 83 +D+0 750Lr+0 750L+0 750W+H Dsgn L= 750ft 1 0 051 0.018 1 09 109 35 65 21 35 1,40 100 049 40 24 26 83 +D+0 750L+0.750S+0.750W+H Dsgn L= 750ft 1 0.051 0018 1 09 1.09 3565 21 35 1 40 1 00 0 49 40 24 2683 +D+0.750Lr+0 750L+0 5250E+H Dsgn L= 7.50 ft 1 0051 0018 1 09 1 09 35 65 21.35 1.40 1.00 0.49 40 24 26 83 +D+0 750L+0 750S+0 5250E+H Dsgn L= 7,50 ft 1 0051 0.018 1.09 109 35 65 21 35 1 40 1.00 0,49 4024 2683 jOverall Maximum Deflections-Unfactored Loads Load Combination Span Max, •-" Defl Location in Span Load Combination Max. '+' Defl Location in Span 1 0.0000 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 0.000 Support notation. Far left is #1 OOOOO Values in KIPS OOOO Overall MAXimum DOnly LOnly D+L 0 258 0 059 0 200 0.258 0 603 0137 0.466 0.603 5.1'' 2 ll 6J fx p =• 53 ^ ,12. ^^^^^ (_0 • 2) 12. j-v- 1 1 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1C Project Name Spectrumflex Date 10/18/2012 Project Address 27^2 Gateway Road Carlsbad Climate Zone CA Climate Zone 07 Total Cond Floor Area 7,200 Addition Floor Area 7,200 GENEF5AL INFORMATION Building Type: Nonresidential Relocatable - indicate High-Rise Residential specific climate zone Hotel/Motel Guest Room all climates Phase of Construction: New Construction Addition ^ Alteration STATEIVIENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Name j^gi-i^ Gallant, CEPE Signature Company Gallant Energy Consulting Date 10/18/2012 Address 508 W Mission Ave Ste 201 Phone 760-743-5408 City/State/Zip Escondido, CA 92025 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I hereby affirm that I am eligible under the provisions of Division 3 ofthe Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electncal engineer, or I am a licensed architect I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by sectioij 5537 2 or 6737 3 to sign this document as the person responsible fo contractor performing this work I affirm that I am eligible under Division 3 of the Business and Profedsigi because it pertains to a structure or type of work described as exemf t Code Sections 5537, 5538 and 6737 1 preparation, and that I am a license n this document feiness and Professions Principal Envelope Designer Signature Company Address City/State/Zip Principal Mechanical Designer''^ Phone Name Signature Company Date Address License # City/State/Zip Phone Principal Lighting Designer Name Signature Company Lighting Compliance Not In The Scope Of This Submittal Date Address License # City/State/Zip Phone INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) ENV-1C Certiflcate of Compliance Required on plans LTG-1 C Certiflcate of Compliance Required on plans. LTG-2C Lighbng Controls Credrt Worksheet LTG-3C Indoor Lighting Power Allowance MECH-1 C Certiflcate of Compliance Required on plans MECH-2C Air/Water Side/Service Hot Water & Pool Requirements MECH-3C Mechanical Ventilation and Reheat MECH-5C Mechanical Equipment Details EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page lofld Ce>IZ23(6 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1 C Project Name Date Specfrumf/ex 10/18/2012 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) Energy Component Standard Design Proposed Design Compliance Margin Heating Space Heating 2 44 5 14 -2 70 Heating Space Cooling 75 57 66 51 9 06 Cooling Indoor Fans 31 54 36 57 -5 03 Fans Heat Rejection 0 00 0 00 0 00 iHeat Rej Pumps & Misc 0 00 0 00 0 00 Pumps Domestic Hot Water 0 00 0 00 0 00 DHW Lighting 53 26 53 26 0 00 Lighting Receptacle 42.50 42 50 0 00 Receptacle Process 0 00 0 00 0 00 Process Process Lighting 0 00 0 00 0 00 Process Ltg TOTALS 205 31 203 99 1 32 Percent better than Standard 0 6% ( 0 6% excluding process) JWWt'WI in* I 111 BUILDING COMPLIES GENEFIAL INFORMATION Building Orientation (Sj 180 deg Conditioned Floor Area 7,200 sqft Number of Stories 2 Unconditioned Floor Area 5,520 sqft Number of Systems 5 Conditioned Footprint Area 4,000 sqft Number of Zones 4 Natural Gas Available On Site Ves Orientation Gross Area Glazing Area Glazing Ratio Front Elevation (S) 0 sqft 0 sqft. 00% Left Elevation (W) 50 sqft. 24 sqft. 48 0 % Rear Elevation (N) 1,481 sqft 753 sqft. 50 8% Right Elevation (E) 850 sqft 318 sqft 37 4 % Total 2,381 sqft. 1,095 sqft 46 0% Roof 3,200 sqft 0 sqft. 00% Standard Prescriptive Lighting Power Density Prescriptive Envelope TDV Energy 0 940 120,872 W/sqft. Proposed 0 940 119,388 Prescriptive Values for W/sqft Comparison only. See LTG-1 C for allowed LPD. Remarks: THE INSTALLING CONTRACTORS ARE RESPONSIBLE FOR THE QUANTITY AND SIZING OF HEATING, COOLING AND DHW EQUIPI^ENT, DUCT SIZING AND EQUIPMENT SELECTION (§150(h),CEC Bluepnnt #60) EnerqyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18X13:52:17 ID Paqe 2 of 16 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name Spectrumflex Date 10/18/2012 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft) Inst LPD (W/sf)' Ctrl Credits (W/sf)^ Allowed LPD Proc Loads (W/sf) System Name Zone Name Occupancy Type Floor Area (sqft) Inst LPD (W/sf)' Ctrl Credits (W/sf)^ Area (W/sf)^ Tailored (W/sf)" Proc Loads (W/sf) RTU 1-5 1st fir Exercise Exercise, Gymnasium 1,140 *1 000 warehouse Commercial, Industrial Stora je 3,520 *0 600 1st fir Office/RR/Entry Comp BIdg Office 2,860 '0 850 2nd fir Yoga Exercise, Gymnasium 3,200 "I 000 Notes. 1 See LTG-1 C 2 See LTG-2C 3 See LTG-3C 4 See LTG-4C (Items marked with asterisk, see LTG-1-C by others) (by others) Items above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnergyPro 51 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page 3 of 16 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-1C Project Name Spectrumflex Date 10/18/2012 Project Address 27^2 Gateway Road Carlsbad Climate Zone Total Cond Floor Area 7,200 Addition Floor Area 7,200 GENERAL INFORMATION Building Type-Nonresidential High-Rise Residential Hotel/Motel Guest Room Schools (Public School) Relocatable Public School BIdg >^ Conditioned Spaces Unconditioned Spaces Skylight Area for Large Enclosed Space 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction-New Construction Addition Alteration Approach of Compliance Component Overall Envelope Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 180 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type •2 g 5 OT" a LU 6 Z > ^ ro • O K CC o X n m > O Oi •= .S <a 1- 4-. X 3 LU U. OC I— O = Si .9 c S u. >< Ti c 0) -> < .•= in •a 3 O ro O OT (A (A ro Q. 345 (N) 0 820 None 4 3 6-D5 New Slab 1,140 (N) 0 730 None 4 4.7-A1 New Wall 33 (N) 0 820 None 4 3 6-D5 New Slab 2,860 (N) 0 730 None 4 4 7-A1 New Wall 342 (E) 0 820 None 4 3 6-D5 New Demising 440 (N) 0 051 R-19 4 2 2-A12 New Demising 720 (N) 0217 R-13 4 3 3-A3 New Wall 26 (W) 0 820 None 4 3 6-D5 New Wall 350 (N) 0 820 None 4 3 6-D5 New 10 Wall 190 (E) 0 820 None 4 3 6-D5 New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail, then descnbe on Page 2 ofthe Inspection Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type 'h ro V < Orientation N, E, S, W Max U-Factor U-Factor Source Max (R)SHGC SHGC Source Overhang Conditions status Pass "15 u. 1 Window 753 (N) 1 190 Default 0 250 COG New 2 Window 318 (E) 1 190 Default 0 250 COG New 3 Window 24 (W) 1 190 Default 0 250 COG New 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 If Fail then descnbe on Page 2 of the Inspection Checklist Form and take appropnate action to correct. Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page 4 of 16 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 3) ENV-IC Project Name Spectrumflex Date 10/18/2012 Project Address 2712 Gateway Road Carlsbad Climate Zone Total Cond Floor Area 7,200 Addition Floor Area 7,200 GENERAL INFORMATION Building Type Nonresidential High-Rise Residential Hotel/Motel Guest Room Schools (Public School) Relocatable Public School BIdg Conditioned Spaces Unconditioned Spaces Skylight Area for Large Enclosed Space 8000 ft (If checked include the ENV-4C with submittal) Phase of Construction New Construction Addition Alteration Approach of Compliance Component Overall Envelope Unconditioned (file affidavit) Front Orientation N, E, S, W or in Degrees 180 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID Assembly Type •2 g 3 ui .Si lu 'tZ O Z a > $ ro •< O CC cc o S 2 X ro UJ > o o> c .E o i- X 3 UJ u. oc 0) R .2 c .E u. X ° 5- a in TJ 3 o 2 U OT ro ex. 11 Roof 3,200 (N) 0 051 R-19 4 2 2-A12 New 12 Demising 720 (N) 0217 R-13 4 3 3-A3 New 1 See Instrucbons in the Nonresidential Compliance Manual, page 3-96 2 if Fail, then descnbe on Page 2 of the Inspecflon Checklist Form and take appropnate action to correct A fail does not meet compliance FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type .|5 S OT a UJ S 3 tl a o o ro ^ 3 OT O (3 X X OT X o OT OT (1> > O o S O OT 1 See Instructions in the Nonresidential Compliance Manual, page 3-96 2 if Fail then descnbe on Page 2 of the Inspection Checklist Form and take appropriate action to correct, Venfy building plans if necessary EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page 5 of 16 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 3) ENV-IC Project Name Spectrumflex Date 10/18/2012 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used) Go to Overall Envelope Approach or Performance Approach CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fail N/A Roofing compliance not required in Climate Zones 1 and16 with a Low-Sloped 2 12 pitch or less Roofing compliance jrot required in Climate Zone 1 with a Steep-Sloped wfth less than 5 Ib/ff Greater than 2 12 pitch Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U-factor of 0 039 or lower See Opaque Surface Details roof assembly, Column H of ENV-2C Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U-factor of 0 048 or lower See Opaque Surface Details roof assembly below, Column H of ENV-2C The roof area covered by building integrated photovoltaic panels and buildmg integrated solar thermal panels are exempted Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www energy ca qov/title24/ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 are exempt from the Cool Roof cntena below High-nse residenbal buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low-sloped roofing cnteria 1 If Fail then descnbe on this page of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary CRRC Product ID Number' Roof Slope 2 12 >2 12 Product Weight < 5lb/ft^ 5lb/ft^ Product Type^ Aged Solar ReflectancI Thermal Emmitance SRP Pass Faif 1 The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www coolroofs.orq/products/search php 2 Indicate the type of product is being used for the roof top, i e single-ply roof, asphalt roof, metal roof, etc 3 If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0 2-1-0 7{ mmai - 0 2) to obtain a calculated aged value Where is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory 4 Check box if the Aged Reflectance is a calculated value using the equation above 5 The SRI value needs to be calculated from a spreadsheet calculator at http7/www.enerav.ca.qov/title24/ 6 If Fail then descnbe on this page of the Inspection Checklist Form and take appropnate action to correct Venfy building plans if necessary To apply Liquid Field Applied Coatings, the coating must be applied across the enbre roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4 Select the applicable coating Aluminum-Pigmented Asphalt Roof Coating Cement-Based Roof Coating Other Discrepancies: EnerqyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID-Paqe 6 of 16 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-IC AND FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 3) Project Name Date Spectrumflex 10/18/2012 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual descnbes the test. Since this form will be part ofthe plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy ofthe ENV-2Afor each different fenestration product line must be provided to the owner of the building for their records Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Requiring Testing or Verification Area of like Products Building Envelope Acceptance Test Solarcool #2 Caribia 1,095 EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID. Page 7 of 16 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 1 of 4) MECH-1C Project Name Spectrumflex Date 10/18/2012 Project Address 2712 Gateway Road Carlsbad Climate Zone Total Cond Floor Area 7,200 Addition Floor Area 7,200 GENERAL INFORMATION Building Type' Nonresidential High-Rise Residential Hotel/Motel Guest Room Schools (Public School) Relocatable Public School BIdg Conditioned Spaces Unconditioned Spaces (affidavit) Phase of Construction New Construction Addition Alteration Approach of Compliance-Component Overall Envelope TDV Energy Unconditioned (file affidavit) Front Onentation N, E, S, W or in Degrees 180 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Equipment Meets Criteria or Requirements Inspection Criteria Pass Fail - Describe Reason Item or System Tags (ie AC-1, RTU-1, HP-1] RTU 1-5 Equipment Type • Sp//f DX Number of Systems Max Allowed Heating Capacity^ 55,000 Btu/hr Minimum Heating Efficiency^ 7.70 HSPF Max Allowed Cooling Capacity^ 57,000 Btu/hr Cooling Efficiency^ 13.0 SEER/11.0 EER Duct Location/ R-Value Attic, Ceiling Ins, vented/8.0 When duct testing is required, submit MECH-4A & IVIECH-4-HERS No Economizer No Economizer Thermostat Setback Required Fan Control Constant Volume FIELD INSPECTION ENERGY CHECKLIST Equipment Inspection Criteria Pass Fail - Describe Reason Item or System Tags (i e AC-1, RTU-1, HP-1] Equipment Type • Number of Systems Max Allowed Heating Capacity^ Minimum Heating Efficiency^ Max Allowed Cooling Capacity Cooling Efficiency^ Duct Location/ R-Value When duct testing is required, submit MECH-4A & MECH-4-HERS Economizer Thermostat Fan Control 1 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 2 For additional detailed discrepancy use Page 2 ofthe Inspecbon Checklist Form Compliance fails if a Fail box is checked 3 Indicate Equipment Type Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page 8 of 16 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 2 of 4) MECH-1C Project Name Spectrumflex Date 10/18/2012 Discrepancies: EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page Oof 16 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1C Project Name Spectrumflex Date 10/18/2012 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans Listed below are all the acceptance tests for mechanical systems The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test If all equipment of a certain type requires a test, list the equipment description and the number of systems The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropnately Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Systems Acceptance: Before occupancy permit is granted All newly installed HVAC equipment must be tested using the Acceptance Requirements The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked The equipment requiring testing, person performing the test (Exarnple HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted The following checked-off forms are required for ALL newly installed equipment In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6 The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy TEST OESCRIPTION MECH-2A MECH-3A MECH-4 A MECH-5A MECH-6A MECH-7A MECH-8A MEGH-9A MECH-1 OA MECH-11A Equipment Requmng Testing or Venfication Qty Outdoor Ventilation For VAV & CAV Constant Volume & Single-Zone Unitary Air Distribution Ducts Economizer Controls Demand Control Ventilation DCV Supply Fan VAV Valve Leakage Test Supply Water Temp Reset Hydronic System Variable Flow Control Automatic Demand Shed Control Gamer 50EZ050 EnergyPro 5 1 by EnergySoft User Number 2875 RunCode 2012-10-18T13-52 17 Page 10 of 16 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) MECH-1C Project Name Date Spectrumflex 10/18/2012 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Equipment Requiring Testing Qty Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distnbuted Energy Storage DXAC Systems Thermal Energy Storage (TES) Systems Test Performed By Camer 50EZ050 5 Installing Contractor EnergyPro 51 by EnergySoft User Number 2875 RunCode 2012-10-18T13 52 17 ID Page 11 of 16 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name Date Spectrumflex 10/18/2012 Item or System Tags (1 e AC-1, RTU-1, HP-1) Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc..) Item or System Tags (1 e AC-1, RTU-1, HP-1) RTU 1-5 Number of Systems 5 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value Indicate Pa ge Reference on Plans or Schedule and indicate the applicable exception(s) MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value T-24 Sections MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 112(a) 7 70 HSPF MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 112(a) 13 0 SEER/11 0 EER MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 112(b), 112(c) Yes MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 112(c), 115(a) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 121(b) No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 121(b) 1,080 cfm MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 121(c) No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 121(c) No MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 122(e) Programmable Switch MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 122(e) Setback Required MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 122(f) Auto MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 122(g) n/a MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 123 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat 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 Location/ R-value 124 Attic, Ceiling Ins, vented/80 PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a & b) n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a & b) 210,372 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a&b) n/a Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(a & b) 188,350 Btu/hr Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Constant Volume Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(c) Yes Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(d) No Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(e) No Economizer Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(f) Constant Temp Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(q) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(1) Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electnc Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing If Yes, a MECH-4-A must be submitted 144(k) No 1 Total installed capacity (MBtu/hr) of all electnc heat on this project exclusive of electnc auxiliary heat for heat pumps If electnc heat is used explain which exception(s) to §144(g) apply EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page 12 of 16 MECHANICAL VENTILATION AND REHEAT MECH-3C Project Name Spectrumflex Date 10/18/2012 HflECHANICAL VENTILATION (§121(b)2) AREA BASIS OCCUPANCY BASIS VAV MINIMUM ' A B C D E F G H 1 J K L M N Zone/System Condition Area (ft') CFM per ft' Mm CFM By Area BXC Number Of People CFM per Person Mm CFM by Occupant EXF REQ'D VA Max of D or G Design Ventilation Air CFM 50% of Design Zone Supply CFM BX04 CFM / ft' Max of Columns H, J,K, 300 CFM Design Minimum Air Setpoint Transfer Air 1 st fir Exercise 1,140 0 15 171 171 171 IstflrOffice/RR/Entry 2,860 0 15 429 429 429 2nd fir Yoga 3,200 0 15 480 480 480 RTU 1-5 Total 1,080 1,080 Totals Column 1 Total Design Ventilation Air REHEAT LIMITATION (§144(d)) Minimum ventilation rate per Section §121, Table 121-A Based on fixed seat or the qreater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating Required Ventilation Air (REQ'D V A ) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G) Must be qreater than or equal to H, or use Transfer Air (column N) to make up the difference Design fan supply CFM (Fan CFM) x 50%, or the design zone outdoor airflow rate per §121 Condition area (ft') x 0 4 CFM / ft', or Maximum of Columns H, J, K, or 300 CFM This must be less than or equal to Column L and greater than or equal to the sum of Columns H plus N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M) Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M EnergyPro 5 1 by EnergySoft User Number 2875 RunCode 2012-10-18T13 S2.17 ID Page 13 of 16 MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-5C Project Name Date Spectrumflex 10/18/2012 CHILLER AND TOWER SUMIMARY PUMPS Equipment Name Type Qty Efficiency Tons Qty GPM BHP Pump Control DHW / BOILER SUMMARY System Name Type Distribution Qty Rated Input Vol (Gals) Energy Factor or RE standby Loss or Pilot Tank Ext R-Value Status MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length ft) Control Qty HP Type In Plenum Outside Buned Add Vl" Insulation CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty Output Aux kW Efficiency Output Efficiency Status Camer 50EZ050 SpM DX 5 55,000 00 7 70 HSPF 57,000 13 0 SEER/11 0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP earner 50EZ0S0 Constant Volume No Economizer 2,000 0 70 none EnergyPro 51 by EnergySoft User Number 2875 RunCode 2012-10-1 STI3 52 17 ID Page 14 of 16 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Spectrumflex Date 10/18/2012 DESCRIPTION Building Envelope Measures: 5118(31 Installed insulating matenal shall have been certified by the manufacturer to comply with the California Quality ^ ^' Standards for insulating matenal, Title 20 Chapter 4, Article 3 Ki-iR/rV ^" Insulating Matenals shall be installed in compliance with the flame spread rating and smoke density requirements of '^'^^> Sections 2602 and 707 of Title 24, Part 2 §118(f) The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members 5117(a) ^" Joii^ts and openings in the building that are observable sources of air leakage shall be caulked, gasketed, ^ ^ ' weatherstnpped or othenwise sealed IVIanufactured fenestration products and extenor doors shall have air infiltration rates not exceeding 0 3 cfm/ft ^ of §116(a) 1 • window area, 0 3 cfm/ft ^ of door area for residential doors, 0 3 cfm/ft ^ of door area for nonresidential single doors (swinging and sliding), and 1 0 cfm/ft ^ for nonresidential double doors (swinging) §116(a) 2 Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor §116(a)3-Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC §116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstnpped (except for unframed glass doors and fire doors) EnerqyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Paqe 15 of 16 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Date Spectrumflex 10/18/2012 Equipment and System Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard §115(a) Fan type central furnaces shall not have a pilot light §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123 §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards Controls §122(e)' Each space conditioning system shall be installed with one of the following IA Each space conditioning system serving building types such as offices and manufactunng facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual overnde that allows operation ofthe system during off-hours for up to 4 hours The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted, or IB An occupancy sensor to control the operating penod of the system; or IC A 4-hour timer that can be manually operated to control the operating period of the system 2 Each space conditioning system shall be installed with controls that temporarily restart and temporanly operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint §122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones Each zone shall not exceed 25,000 square feet, shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas, and shall be controlled by a time control device as descnbed above §122(c)' Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authonzed personnel §122(b)' Heat pumps shall be installed with controls to prevent electnc resistance supplementary heater operation when the heating load can be met by the heat pump alone §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone Where used to control heating, the control shall be adjustable down to 55 degrees F or lower For cooling, the control shall be adjustable up to 85 degrees F or higher Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum Ventilation §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified §121(e) on these plans §122(f)-All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings §121(f) Ventilation System Acceptance Before an occupancy permit is granted for a newly constructed building or space, or a new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3 Temperature controls for public lavatones The controls shall limit the outlet Temperature to 110° F 2 Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required EnergyPro 5 1 by EnergySoft User Number 2875 RunCode: 2012-10-18713:52:17 ID Page 16 of 16 CSf2- 23/^ PROJECT NUMBEi! CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST I, (a^A^S S^&yj^^tZ^O am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessed at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. I understand that my plans shall not be released until all fees are paid. I, ^^^•n r^: A: applicant, am solely responsible for all fees due should the project De v\^thdravi?n or otherwse not completed. And by signing below I acknowledge that my plans shali be forwarded by the City of Carlsbad to an independent contractor/consultant. I, (g^o^v->i JLOQQA^J^ acknowledge that the 'first review' time for all expedited Fire plan revievvs w(ll be fen--(10) business days from date of submittal. These additional day account for acceptance and delivery of your plans and then the parcel return to our office if recommended for approval. I, ^gX^vOtj^*^---V\^ the applicant, acknowledges that corrected or revised plans shall be seVit directiv to the plan checker, at the address specified on the Correction List, at my cost, parcel post or other means. ; davs from the d acknowledge that a turn-around time for re-submittals is five- (?) business days from the date plans are received at the address specified bythe plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a "Recommendation for Approval" based solely on the adopted Codes and Standards. This is not an approval. Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additional review is subject to an additional review period of seven- (7) 'Government Business' days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for review by CFD staff shall be checked on a 'first come, first served' basis and could take 10 days or mor^eJot^rst' review. NO CLE YOORlSE LECTION Applicant Signature ^^^^I^^J^^^^'^ Date_ Copy to Building and Fire Prevention file Revised 10/15/2012 INDUSTRIAL WASTEWATER DISCHARGE PERMIT . SCREENING SURVEY Business Name /^77<? pfTNes^ A><^o ^^tm&T^ fiz^JMAdGr- Street Address ^V/^ <^/f7£Zc//^/ /ZQ , dii^kl^J , ^ Email Address ^ d ^<4-^ trCsnJ-riArlien«^ir^ PLEASE CHECK HERE IF YOIWBUSINESS 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 CarWash 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 applie|^r a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No I j \PiBS, when: Site Contact Signature ENCINA W, Title AfxsM. t icjsJr _Phone No. 7^ ISf-^^C^d K3ZT ER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 DISCHARGE PERMIT EXEMPT LIST The commercial enterprises listed below are a partial listing of businesses that are exempt from Industrial wastewater discharge permitting under normal operating conditions. Ttiey are exempt because (a) they discharge no process wastewater {i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Carpet/Upholstery Cleaning Services Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Home-based Businesses Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for Pet Boarding/Grooming Facilities Postal Services Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) sale) SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business h|ame Business Cctfitact Teleptione # ( 76a ) Project Address City •2^1 IZ 6»ArT<£>Oi^-Y *2^AO C-AOcSaiO state CL/4- Zip Code APN# IVlailing Address ' City State Zip Code ' Plan File# Project Contact ^ Telephone # ( Ic^ ) The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: indicate by circling the item, whether your business will use, process, or store any of the following hazardous matenals if any of the items are circled, applicant must contact the Fire Pro^tion Agency with jurisdiction prior to plan submittal Facility's Square Footage (including proposed project): Occupancy Rating: & 1 Explosive or Blasting Agents 5 Organic Peroxides 9 Water Reactives 13 Corrosives 2 Compressed Gases 6 Oxidizers 10 Cryogenics 14 Other Health Hazards 3 Flammable/Combustible Liquids 7 Pyrophoncs 11 Highly Toxic or Toxic Matenals ^"l^^one of These 4 Flammable Solids 8 Unstable Reactives, 12 Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Matenals Division, 5500 Overland Ave , Suite 110, San Diego, CA 92123 Call (858) 505-6700 pnor to the issuance of a building permit FEES ARE REQUIRED Project Completion Date 2,1 ?0 I Expected Date of Occupancy 2- / ^3 //3 Date Initials • CalARP Required I Date initials (for new construction or remodeling projects) is your business listed on the reverse side of this form"? (check all that apply) Will your business dispose of Hazardous Substances or Medical Waste in any amounf? 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'' \. Will your business use an existing or install an underground storage tank"? Will your business store or handle Regulated Substances (CalARP)"? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)' Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons'? (California's Aboveground Petroleum Storage Act) PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control Distnct (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 pnor to the issuance of a building or demolition permit Note if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 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 • CalARP Exempt I • CalARP Complete I Date initials 1 YES • NO 0^' • • • • • 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminanf (See the APCD factsheet at http //wvw sdapcd orq/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) (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)'' (Search the California School Directory at http //www cde ca gov/re/sd/ for public and private schools or contact the appropriate school distnct) Has a sun/ey been performed to determine the presence of Asbestos Containing Matenals'' Will there be renovation that involves handling of any fnable asbestos materials, or disturbing any matenal that contains non-fnable asbestos'' Will there be demolition involving the removal of a load supporting structural member"? Briefly describe business activities Briefly describe proposed project 1 declar^ under penalty of perjury that to the best of my knowledge and bel Name of Owner or Authorized Agent herein are true and correct rized Agent HI ^- If Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION . BY FOR OFF^ICIAL USE ONLY DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box onlv exempts businesses from completing or updating a Hazardous Matenals Business Plan Other permitting requirements may still apply HM-9171 (02/11) County of San Diego - DEH-Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE CpUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS Check all that apply: AUTOMOTIVE • Battery Manufacturing/Recycling • Boat Yard • Car Wash • Dealership Maintenance/Painting • Machine Shop • Painting • Radiator Shop O Rental Yard Equipment • Repair/Preventive Maintenance • Spray Booth • Transportation Sen/ices • Wrecking/Recycling CHEMICAL HANDLING • Agricultural supplier/distnbutor • Chemical Manufacturer • Chemical Supplier/Distnbutor • Coatings/Adhesive • Compressed Gas Supplier/Distnbutor • Dry Cleaning • Fiberglass/Resin Application • Gas Station • Industrial Laundry • Laboratory • Laboratory Supplier/Distnbutor • Oil and Fuel Bulk Supply • Pesticide Operator/Distnbutor CHEMICAL HANDLING • Photographic Processing • Pool Supplies/Maintenance • Pnnting/Blue Pnnting • Road Coatings • Swimming Pool • Toxic Gas Handler • Toxic Gas Manufacturer METAL WORKING • Anodizing • Chemical Milling/Etching • Finish-Coating/Painting • Flame Spraying • Foundry • Machine Shop-Dnlling/Lathes/Mills • Metal Plating • Metal Prepping/Chemical Coating • Precious Metal Recovery • Sand Blasting/Gnnding • Steel Fabncator • Wrought iron Manufactunng AEROSPACE Aerospace Industry I Aircraft Maintenance I Aircraft Manufactupfig OF SAN DIEGO DIVISION OTHERS AND MISCELLANEOUS • Asphalt] Plant • Biotechnology/Research • Chiropractic Office • Co-Gerieration Plant. • Dental Clinic/Office • Dialysis Center • Emergency Generator • Frozen Ipood Processing Facility • Hazardous Waste Hauler • Hospital/Convalescent Home • Laboratory/Biological Lab • Medical Clinic/Office • Nitrous Oxide (NOx) Control System • Pharmaceuticals • Public Utility • Refrig^'ration System • Rock Quarry • Ship Rppair/Construction • Telecommunications Cell Site • Vetennary Clinic/Hospital • Wood/Furniture Manufactunng/Refinishing ELECTRONICS • Electronic Assembly/Sub-Assembly • Electronic Components Manufactunng • Pnnted Circuit Board Manufactunng NOTE THE ABOVE LIST INCLUDES BUSINESSES, WWICH Tj^lCALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES ANY BUSINESS NOT INCLUDED ON THIS LIST, WHIC\HAMDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF^^SINESS PLANS FOR MORE INFORMATION CALL ^858) 505-6880 LIST OF AIR POUTUTldN CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any ofthe foHowing operatio\s or equipment, will require clearance from the Air Pollution Control Distnct. COMBUSTION^ 34 - Piston InternaV- Combustion Engines 13 - Boilers & Heatdrs (1 million BTU/hr or larger) 14 - Incinerators & C«pmatories 15 - Burn Out Ovens 16 - Core Ovens 20 - Gas Turbines, and Turbine Test Cells & Stands 48 - Landfill and/or Digester Gas Flares ELECTRONICS 29 - Automated Soldenng 42 - Electronic Component Mfg 05- 06- 07- 08- Rock CHEMICAL 47 - Organic Gas Stenlizers 32 - Acid Chemical Milling 33 - Can & Coil Manufactunng 44 - Evaporators, Dryers & Stills Processing Organic Matenals 24 - Dry Chemical Mixing & Detergent Spray Towers 35 - Bulk Dry Chemicals Storage 55 - Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 - Coating & Painting 37 - Plasma Arc & Ceramic Deposition Spray Booths 38 - Paint, Stain & Ink Mfg 27 - Pnnting 27 - Polyester Resin/Fiberglass Operations METALS 18 - Metal Melting Devices 19 - Oil Quenching & Salt Baths 32 - Hot Dip Galvanizing 39 - Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE. ETC) 25 - Gasoline & Alcohol Bulk Plants & Terminals 25 - Intermediate Refuelers 26 - Gasoline & Alcohol Fuel Dispensing NOTE OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY CONTROL DISTRICT PERMIT IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTRQL ROCK AND MINERAL 04 - Hot Asphalt Batch Plants DnIls Screening Operations Sand Rock & Aggregate Plants Concrete Batch, CTB, Concrete Mixers, Mixers & Silos 10 - Bnck Manufactunng OTHER 01 - Abrasive Blasting Equipment Asphalt Roofing Kettles & Tankers FOOD 12 - Fish Cannenes 12 - Smoke Houses 50 - Coffee Roasters 35 - Bulk Flour & Powered Sugar Storage SOLVENT USE 28 - Vapor & Cold Degreasing 30 - Solvent & Extract Dners 31 - Dry Cleaning 03 46 - Reverse Osmosis Membrane Mfg 51 - Aqueous Waste Neutralization 11 - Tire Buffers 17 - Brak^ Debonders 23 - Bulk pram & Dry Chemical Transfer & Storage 45 - Rubber Mixers 21 - Waste Disposal & Reclamation Units 36 - Gnnding Booths & Rooms 40 - Asphalt Pavement Heaters 43 - Ceratnic Slip Casting 41 - Perlite Processing 40 - Cooljng Towers - Registration Only 91 - Fumigation Operations 56 - WwtP (1 million gal/day or larger) & Pump Station REQUIRE AN AIR POLLUTION DISTRICT AT (858) 586-2600 HM-9171 (02/11) County of San D lego - DEH - Hazardous Materials Division CB122316 2712 GATEWAY RD FORTIS FITNESS- SHELL TO GYM 10 224 SF Tl INTERIOR PARTITIONS. RESTROOMS ? • cv Final Insp Approved Dat^ By BUILDING DM PLANNING ENGINEERING , u I?. FIRE ExpediteffT) N AFS Checked by HazMat KT^T • APCD Health Forms/Fees Sent Reed Due? By Encina ///Z.//2^ Y N Fire 1 / / Y N HazHealthAPCD i/f2-i/2. y N PE&M •:2-^2'7//3 y N School y N Sewer y N Stormwater y N Special Inspection r N CFD- Y N LandUse Density ImpArea '{ FY Annex 3/Q3 Faaor PFF: '(^ N Comments Date Date Date Date Building Planning 1 1 Engineering Fire Need? <2/7fc ifi_ ^^CtB2>ne 1 • Done • Done • Done SW • Issued