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2081 FARADAY AVE; ; CB121924; Permit
City of Carlsbad 12-31-2012 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB121924 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 2081 FARADAY AV CBAD Tl Sub Type: COMM Lot#: 0 Construction Type: NEW Reference# Status: ISSUED Applied: 09/26/2012 Entered By: JMA Parcel No: Valuation: Occupancy Group: Project Title: 2121202600 $593,284.00 SKLZ Plan Approved: 12/31/2012 Issued: 12/31/2012 Inspect Area Plan Check #: 15,860 SF OFF TO OFF Tl// 2 OUTDOOR PLUNGES: 48 SF & 64 SF ON CB122631 Applicant: LUSARDI CONSTRUCTION COMPANY 1570 LINDA VISTA DRIVE SAN MARCOS, CA 92069 619-744-3133 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $2,575.70 $0.00 $1,802.99 $0.00 $0.00 $124.59 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $1,735.00 Owner: BIODEC LL C PO BOX 230931 ENCINITAS CA 92023 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $6,758.82 Total Payments To Date: $6,758.82 Balance Due: Inspector: ylll. ~, FINAL APPROVAL Date: 0 4 / -z.aj l3 Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $192.00 $239.00 $69.54 $0.00 $0.00 $0.00 $0.00 ?? ?? $6,758.82 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. , HE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 HAiMAT/APCD ~ «. ~ w·c1TY OF Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Est. Value CARLSBAD f:ax 760-602-8558 www.carlsbadca.gov Plan Ck. Deposit Date JOB ADDRESS z O B l Ave SUITE#/SPACE#/UNIT# CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) I 5i 8'"° · ().p -r._r OH4 ce 5pA-c.e, t:/' fMYfs ~ C6t2~0Bl GARAGE (SF) PATIOS (SF) ADDRESS l I ZIP °!;J.O ?fl CITY I I EMAIL CONTRACTOR BUS. NAME ADDRESS _ 7 / , { 5 0 ~ A,l).,I.\ CITY ~,'?.JS PHONE ~ SWPPP lZ--lfl CONSTR lYPE OCC. GROUP AIR CONDITIONING NoD YEsONoD FIRE SPRINKLERS YESONoD STATE ZIP FAX 7 (Qo -7"ll-S't~ ~ ZIP 9J-c) 78' FAX 76 o -2~(/ -S-rJ ~ CLASS A,' -CllY BUS. UC.# . ,-;~..,. ~ ;;J...:2.s-«--(T(..I (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statementthat he is licensed pursuantto the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that.he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). . Workers' Compensation Declaration: I hereby affirm under penalty of peJjury one of the following declarations: D I ha 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. have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of thew rk for which this permit is issued. My workers' compensaf n insurance carrier and policy numberare:lnsuranceCo. /JA7r~,v,v/ UA,:,.., /F.;fl.e, PolicyNo. 41C :2 /, " c;.a Expiration Date / '2-bl This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure.to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dam s provided for in Section 3706 of the Labor code, Interest and attorney's fees • ..e'.S' coNTRAcT0Rs1GNATURE ~T DATE 1-'J..o,,.,. 20 1~ I hereby affirm that I am exempt from· Contractor's Ucense Law for the following reason: D D D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the ow~er-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ____ .Business and Professions Code for this reason:· 1. I personally plan to provide the major labor and materials for construction of the proposed property improveme'nt. OYes ONo 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 the 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. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name /address/ phone / type of work): _2$ PROPERTY OWNER SIGNATURE OAGENT DATE Is the applicant or future building occupant required to submit a business pl~ly hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a penmit from the air pollution control district or air quality management district? Yes "'No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. " ' 'j : __ --- I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address ,,, -,. ._,_,_, I certifythatl have read the application and state that the above information is correct and that the infonmation on the plans is accurate. I agree to complywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permitis required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or 'Mlrk authorized by such permitis not commenced within 180 days from the date of such permit o~ding or 'Mlrk authorized by such permit is suspended or abandoned at any time after the 'Mlrk is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code) . .25APPLICANT'SSIGNATURE ~---DATE 'l-ol ~-'°;2..Q t;l. STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. .,\, CERTIFICATE OF OCCUPANCY {Commercial Projects Only} . Fax (760) 602-8560, Email www.building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CONr,rr;~_Mf iC'. lb, (l(.C, r l h ADDRESS 70 l~b,A DELIVERY OPTIONS PICK UP: CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) ZIP 12..07 OCCUPANT (Listed above) OCCUPANT (Listed above) MAIL/ FAX TO OTHER: ________________ _ coaDrOnly) CA OCCUPANT'S BUS. LIC. No. ASSOCIATED CB# .CE!_['?:_~__l°'" ... ?: .. <f__ NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE 1635 Faraday Ave., Carlsbad, CA 92008 ZIP City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 12-31-2012 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW120411 Job Address: Permit Type: Parcel No: Reference #: CB#: Project Title: 2081 FARADAY AV CBAD SWPPP 2121202600 DWG350-3 CB121924 SKLZ: Lot#: 0 15,860 SF OFF TO OFF Tl// 2 OUTDOOR PLUNGES: 48 Priority: M Applicant: LUSARDI CONSTRUCTION COMPANY 1570 LINDA VISTA DRIVE SAN MARCOS, CA 92069 619-744-3133 Emergency Contact: CHRIS BROOKHART 760-801-3343 SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES Owner: BIODEC LL C PO BOX 230931 ENCINITAS CA 92023 Status: Applied: Entered By: Issued: Inspect Area: Tier: ISSUED 09/26/2012 JMA 12/31/2012 $51.00 $216.00 $0.00 $267.00 Total Fees: $267.00 Total Payments To Date: $267.00 Balance Due: FINAL APPROVAL DATEb"'-f-z-={_,~ CLEARANCE _____ _ SIGNATURE f\'1, /_.,~< $0.00 Inspection List Permit#: CB121924 Type: Tl COMM SKLZ 15,860 SF OFF TO OFF Tl// 2 OUTDOOR P Date Inspection Item Inspector Act Comments --------· 04/22/2013 89 Final Combo MC Fl 04/22/2013 89 Final Combo RI AM PLS-COF 03/19/2013 92 Compliance Investigation MC PA 03/11/2013 92 Compliance Investigation MC PA SEE PICK UP LIST FOR FINAL. 02/11/2013 84 Rough Combo MC AP 2ND STOP, T-GRID 02/11/2013 84 Rough Combo MC co 1ST STOP, T-GRID 01/31/2013 23 Gas/T esURepairs MC AP POOL EQUIPMENT 01/30/2013 23 Gas/T esURepairs MC PA POOL EQUIP. 01/30/2013 66 Grout MC AP POOL EQUIPMENT ENCLOSURE 01/25/2013 61 Footing MC AP POOL EQUIP. ENCLOSURE 01/24/2013 84 Rough Combo MC WC 01/17/2013 23 Gas/T esURepairs PY AP 01/16/2013 23 Gas/T esURepairs MC PA 2ND STOP, START 24 HR CLOCK 01/16/2013 23 Gas/T esURepairs MC co 1ST STOP 01/16/2013 66 Grout MC PA 1 ST LIFT, SEE CARD 01/15/2013 17 Interior Lath/Drywall MC PA HARD LID ONLY 01/15/2013 18 Exterior Lath/Drywall MC WC 01/11/2013 84 Rough Combo MC PA 1ST FLOOR HARD LID ONLY 01/10/2013 17 Interior Lath/Drywall MC PA 1 ST FLOOR WALLS 01/10/2013 61 Footing MC AP EXTERIOR CMU WALL 01/10/2013 84 Rough Combo MC PA 1ST FLOOR HARD LIDS EXCEPT AT RM 107, 122-123 01/03/2013 31 Underground/Conduit-Wirin MC PA CONDUIT ONLY, SEE CARD 01/03/2013 84 Rough Combo MC PA 1 ST FLOOR WALLS ONLY, SEE CARD Monday, April 22, 2013 Page 1 of 1 \ •? ~ 1 •• .,y • ' .. . . C.8121924 . 2081 FARADAY AV SPECTION RECORD · 15,860 SF OFF TO OFF Tl/12 OUTDOOR PLUNGES: 48 SF &64SF Tl INDUST . @ INSPECTION PLANS MUST CARD WITH APPROVED ONTHEJOB @ CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CAU: 760-602-2725 Lot#: LUSARDI CONSTRUCTION COMPANY OR GO TO: www.Carfsbadca.gov/Buildlng AND CLICK ON "Request Inspection" DATE: Planning/ Landscape-7 60-944-8463 CM&I (Engineering Inspections) 760-438-3891 ' I • Fire Prevention 7 60-602-4660 Allow 48 hours Date Jns ector REINFORCED STEEL ROUGH ELECTRIC WALLS MASONRY ROUGH ~LECTRIC CEILING DGR0UT D WALL DRAINS D ELECTRIC SERVICE D TEMPORARY TILT PANELS 0 BONDING D POOL· POUR STRIPS PHOTO VOLTAIC COLUMN FOOTINGS FINAL SUBFRAME D FLOOR DCEIUNG ~----+---,----- ROOF SHEATHING EXT. SHEAR PANELS UCT & PLENUM O REF. PIPING FRAME HEAT-AIR C0ND. SYSTEMS INSULATION VENTILATION SYSTEMS EXl'ERI0R lATH FINAL INTERIOR IAJH·& DRYWALL FINAL OCCUPANCY " Date .. •, Ins ector FIRE Date Ins ector .(, UNDERGROUND,. 0 WASTE · D WATER A/S UNDERGROUND HYDRO ~ TOP 9UT . 0. WASTE O WATER A/S UNDERGROUND FLUSH TUB & SHOWER PAN. A/S OVERHEAD VISUAL ,3 TEST · 0 GAS PIPING A/S OVERHEAD HYDROSTATIC 0 WATER HEATER D SOLAR WATER A/S FINAL FIXED EXTINGUISHING SYSTEM ROUGH-IN 603 -FOLLOW UP FIXED EXTING SYSTEM HYDROSTATIC TEST 605 -NOTICE TO CLEAN_ FIXED EXTINGUISHING SYSTEM FINAL 607 -WRITTEN WARNING MEDICAL GAS PRESSURE TEST 609-NOTICE OF VIOLATION MEDICAL GAS FINAL 610. VERBAL WARNING FINAL REVS/2012 SEE BACK FOR SPECIAL NOTES QUALITY ASSURANCE INSPECTIONS 17942 SKY PARK CIRCLE, STE.J, IRVINE, CA 92614 FAX: (949) 553-0371 PHONE: (949) 55,-=:-0-:34-R&--·~,-- ECEIVED CITYOFC'ARLSBAD City of Carlsbad APR O 4 2013 BUILDING DIVISION Special Inspection And/Or MAR 2 9 2013 TRANSPORTATION DEPARTMENT CM&I DIVISION ~------\'!--~ Material_ festing Reports Attached . . ' Date: March 27, 2013 Project: Skills Athletic Performance Center Project No.: 130032 Job Site 2081 Faraday Avenue Address: Carlsbad, CA 92008 L. TWININg Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-974-3750 Fax: 858-97 4-37 52 Ccmicrete Test Report City of Carlsbad APR O 4 2013 I Report No: CON:W02-13-00021-C1 I Customer: Quality Assurance Inspections 18011 Skypark Circle BUILDING DIVISION Irvine, CA, 92614 Project: QAI -Skills Athlete Performance Center 2081 Faraday Avenue Carlsbad, CA, 92008 Project No.: 130032.2 Permit No.: OSHPD: DSA File#: ·DSAAP#: Distribution: J I Jurisdiction: II .__ __________ __.~~~ Mix Data Supplier Plant Mix Identification ROBERTSONS NIA RS250G42 Specified Design Strength (psi) Mortar Type 2000 at age 28 days Type of Shotcrete Type of Fibers Details of Sample NIA N/A NIA Date Sampled 1/1712013 Date Received 111812013 General Location Grout from existing building on run 100' of block One day Field/Laboratory Cure Curing Method Field Sample No Contractor Nozzleman Field Cure Temp (°F) High NIA Low NIA NIA N/A Gun Operator NIA Truck No. NIA Ticket No. 8296632 Sampled By ART WATSON Submitted By RICHARD WILLIAMS Weather NIA Est. Wind (mph) NIA Yd3 Placed NIA Est. Rh (%) NIA Yd0 Rejected NIA Slump (in) Slump wl plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%) Unit Weight (pcf) Batch Size (yd0) Water Added (gal) Time Batched Time Sampled Time Placed Time In Truck (mins) ASTM C 143 ASTM C 1064 ASTM C 173 ASTM C 138 Before After Measured 8.50 NIA 61 72 NIA NIA N/A NIA NIA N/A NIA N/A NIA Specified 0-8 N/A NIA Compressive Strength of Masonry Grout Prnsms ASTM C 1019 Specimen ID Date Tested Age Dimensions (in) Percentage Type of Ultimate Type of Compressive Required W0Z-13-00021-1I1 02/14/13 W02-13-00021-112 02/14113 W02-13-00021-1\3 02/14113 (Days) Width Length Height Out of Plumb Cap Load (!bf) Fracture Strength (psi) Strength (psi) 28 3.02 3.26 5.58 B 41860 N 4250 2000 28 28 3.22 3.37 3.30 3.39 5.55 5.47 B B 44770 39150 N N 4210 3430 Average 28 Day Compressive Strength (psi) 3960 'Remarks 2000 2000 Form No: 18970, Report No: CON.W02-13-00021-C1 © 2000-2011 QES7Lab"by SpectraQEST.com Page 1 of 1 CoD11crete Test Report Customer: Project: I Ju""""'""' : Distribution u,t Mix Data Supplier Plant Mix Identification Quality Assurance Inspections 18011 Skypark Circle Irvine, CA. 92614 QAI • Skills Athlete Performance Center 2081 Faraday Avenue Carlsbad CA 92008 N/A N/A Ti,ipe S Specified Design Strength (psi) Mortar Type 1500 at age 28 days Types Details of Sample Date Sampled 1/15/2013 Date Received General Location: Curing Method Field Sample No Contractor Truck No. Samp!sd ey Submitted By Weather Est. Wind (mph) Est. Rh(%) Five Courses High, 75' Run From Existing Building One day Field / Laboratory Cure Field Cure Temp (°F) High Low Lusardi/ J. Ginger LP N/A Ticket No. N/A ART 'NATSON Richard Williams N/A N/A N/A Yd3 Placed N/A Yd3 Rejected N/A Twining, Inc. -San Diego lab 15950 Bernardo Center Drive, Suite G Ph: 858-97 4-3750 Fax: 858-974-3752 www twininginc com Report No: W02-13·00020·C1 1/16/2013 Slump (in) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%) Unit Weight (pcf) Batch Size (yd3) Project No: Permit No: OSHPD: DSA File#: DSAAP#: 1-_c'~ Water Added (gal) Before After Time Batched Time Sampled Time Placed Time In Truck (mlns) 130032.2 ~ ___ .,., ___ __.......,,--~ Measured N/A N/A 45 55 9:30:00AM Specified Compressive Strength of Hydraulic Cement Mortar Cylinders ASTM C 109 Age Dimensions (in) Area (in2) Type of Ultimate Type of Compressive Required Specimen ID Date Tested (Dal[S} Diameter Height Cae Load (lbf) F.racture Strength (esi) Strength (psi) W02-13-00020-1 02/12/13 28 2.00 4.00 3.14 B 14340 4570 1800 W02-13-00020-2 02/12/13 28 2.00 4.00 3.14 B 13680 4360 1800 W02-13-00020·3 02/12/13 28 2.00 4.00 3.14 B 14500 4620 1800 Average 28 Day Compressive Strength (psi) 4520 Notes Remarks 1. Sampling to ASTM C 172 Fracture Type : 1 = C39 2. Speclmen{s) Prepared to ASTM C 31 3. Capped B = Bonded ASTM C 617, U = Unbonded ASTM C 1231 Page 1 of 1 .6. TWINING Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-974-3750 Fax: 858-974-3752 Co01Jcrete lest Report Customer: Quality Assurance Inspections 18011 Sky park Circle I Report No: CON:W02-13-00020-C2 I Irvine, CA, 92614 Project: QAI -Skills Athlete Performance Center 2081 Faraday Avenue Carlsbad, CA, 92008 Project No.: 130032.2 Permit No.: OSHPD: DSA File#: DSAAP#: Distribution: """' / I Jurisdiction: II .__ ____ ____,~~ Mix Data Supplier Plant Mix Identification Specified Design Strength (psi) Mortar Type Type of Shotcrete Type of Fibers Details of Sample ORCO NIA TYPES 1500 N/A NIA N/A at age 28 days Date Sampled 1/16/2013 Date Received 1/1712013 Sample Location Curing Method Field Sample No 7 Course High at 50' East to West on Property One day Field/Laboratory Cure Field Cure Temp (°F) High N/A Low NIA Contractor Lusardi/ J. Ginger LP Nozzleman NIA Gun Operator N/A Trucl< No. NIA Ticket No. NIA Sampled By ART WATSON Submitted By Richard Williams Weather NIA Est. Wind (mph) N/A Yd" Placed NIA Est. Rh (%) NIA Yd3 Rejected NIA Slump (in) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content (%} Unit Weight (pcf) Batch Size (yd"} Water Added (gal) Time Batched Time Sampled Time Placed Time In Truck (mins) ASTM C 143 ASTM C 1064 ASTMC 173 ASTM C 138 Before After Measured 8.75 NIA 61 65 NIA NIA N/A N/A N/A N/A 13:50 N/A N/A Specified N/A-8 NIA N/A Compressive Strefl'llgth of Masomy Grout Prisms ASTM C 1019 Specimen ID Date Tested Age Dimensions (in) Percentage Type of Ultimate Type of Compressive Required W02-13-00020-2\ 1 W02-13-00020-2\2 W02-13-00020-213 02/13/13 02113/13 02/13/13 (Days) Width Length Height Out of Plumb Cap Load (lbf) Fracture Strength (psi) Strength (psi) 28 3.07 3.26 5.59 B 51070 N 5100 1500 28 28 3.07 3.05 3.15 3.12 5.50 5.6'.I B B 45150 46310 N N 4670 4870 Average 28 Day Compressive Strength (psi) 4880 1500 1500 Form No: 18970, Report No: CON:W02-13-00020-C2 © 2000-2011 QESTLab by SpectraQEST.com Page 1 of 1 L.TWINING Concrete Test Report Customer: Quality Assurance Inspections 18011 Skypark Circle Irvine, CA, 92614 Project: QAI -Skills Athlete Performance Center -... on: Distribution List: Mix Data Supplier Plant Mix lc{entification 2081 Fara~ay Avenue c- Specified Design Strength (psi) Mortar Type Details of Sample NIA N/A Types 1500 at age 28 days Types Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive, Suite G Ph: 856-974-3750 Fax: 856-97 4-3752 www.twininainc.com Report No: W02-13-00020-C3 Project No: 130032.2 Permit No: OSHPD: DSA File#: DSAAP#: ~~ ,...----::::: o----·--::::7--,;.,-p - Date Sampled 1/16/2013 Date Received 1/17/2013 Measured N/A N/A Specified General Location: Curing Method Field Sample No Contractor Truck No. Sampled By Submitted By Weather Est. Wind (mph) Est. Rh(%) Five Courses High, 50' From Property Line From Run of Existing Building One day Field / Laboratory Cure Field Cure Temp (°F) High Low Lusardi I J. Ginger LP N/A Ticket No. N/A ART WATSON Richard Williams N/A NIA N/A Yd3 Placed N/A Yd3 Rejected NIA Compressive Strength of Hydraulic Cement Mortar Cylinders Age Dimensions (In) Specimen ID Date Tested {Dal(S} Diameter Helf;jht W02-13-00020-1 02/13/13 28 2.00 4.00 W02-13-00020-2 02/13/13 28 2.00 4.00 W02-13-00020-3 02/13/13 28 2.00 4.00 Notes 1. Sampling to ASTM C 172 2. Specimen(s) Prepared to ASTM C 31 3. Capped B = Bonded ASTM C 617, U = Unhanded ASTM C 1231 Slump (in) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content (%) Unit Weight (pcf) Batch Size (yd") Water Added (gal) Before After Time Batched Time Sampled Time Placed Time In Truck (mins) Area (in2) Type of Ultimate Cap Load (lb!) 3.14 8 12620 3.14 8 12540 3.14 8 11760 46 56 8:15:00 AM ASTM C 109 Type of Compressive Required Fracture Strength (psi) Strength (esi) 4020 1800 3990 1800 3750 1800 Average 28 Day Compressive Strength (psi) 3920 Remarks Fracture Type : 1 = C39 Page 1 of 1 D. T W I _N }_!'J_(i Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive. Suite H San Diego, CA 92127 Ph: 858-97 4-37 50 · Fax: 858-97 4-3752 Concrete Test Report I Report No: CON:W02-13-00023-C1 I Customer: Quality Assurance Inspections 18011 Skypark Circle Irvine, CA, 92614 Project: QAI -Skills Athlete Performance Center 2081 Faraday Avenue Carlsbad, CA, 92008 Jurisdiction: Distribution: John Casabianca [Client] . Mux Data Supplier Plant Mix Identification Specified Design Strength (psi) Mortar Type Type of Shotcrete Type of Fibers Detarns of Sample ROBERTSONS Escondido RS200G42 N/A at age 28 N/A N/A N/A days Date Sampled 1/19/2013 Date Received 1/21/2013 General Location Approximately 25' on run from existing building 14' course high for 8" block wall Two day Field/Laboratory Cure Curing Method Field Sample No Field Cure Temp {°F) High N/A Low N/A Contractor Lusardi/ J. Ginger LP Nozzleman N/A Gun Operator NIA Truck No. NIA Ticket No. 847202 Sampled By ART WATSON Submitted By Richard Williams Weather NIA Est. Wind (mph) N/A Yd3 Placed N/A Est. Rh (%) N/A Yd3 Rejected N/A Project No.: 130032.2 Permit No.: OSHPD: DSA File#: DSAAP#: ~/~~_) -- Slump {in) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content{%) Unit Weight (pcf) Batch Size (yd3) Water Added {gal) Time Batched Time Sampled Time Placed Time In Truck (mins) ~ ASTM C 143 ASTMC 1064 ASTM C 173 ASTM C 138 Before After 21 /<'{//,?, ' I Measured 7.50 N/A 68 72 N/A NIA N/A NIA N/A N/A 10:18 N/A N/A Specified NIA NIA N/A Compressive Strength of Masonry Grol..llt Prisms ASTM C 1019 Specimen ID Date Tested Age Dimensions (in) Percentage Type of Ultimate Type of Compressive Required W02-13-00023-1 \ 1 W02-13-00023-1\2 W02-13-00023-1\3 02/16/13 02/16/13 02/16/13 (Days) Width Length Height Out of Plumb Cap Load (lbf) Fracture Strength (psi) Strength (psi) 28 3.14 3.25 5.56 B 55060 N 5400 2000 28 28 3.11 3.03 3.27 3.17 5.50 5.34 B B 45720 51740 N N 4500 5390 Average 28 Day Compressive Strength (psi) 5100 2000 2000 Form No: 18970, Report No. CON:W02-13-00023-C1 © 2000-2011 QESTLab by SpectraQEST.com Page 1 of 1 Twining, Inc. -San Diego Lab T W I N I N G 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-97 4-3750 Fax: 858-974-3752 .-C_o_n_c_r_e_te_T_e_s_t_R_e_p_o_r_t ______________ __,I Report No: CON:wo2-1a-0001s-c1 I Customer: Quality Assurance Inspections Project No_: 130032.2 18011 Skypark Circle Permit No.: Irvine, CA, 92614 Project: QAI -Skills Athlete Performance Center OSHPD: 2081 Faraday Avenue DSA File#: Carlsbad, CA, 92008 DSA AP#: Distribution: I Jurisdiction: I~ .___ ___________ __,=~~ Mix Data Supplier Plant Mix Identification Specified Design Strength (psi) Mortar Type Type of Shotcrete Type of Fibers Details of Sample Date Sampled 1114/2013 N/A NIA TYPES 1800 at age 28 days Type S N/A N/A Date Received 1/15/2013 General Location First course, sampled in middle running North & South, 300' from building (third stauon). One day Field/Laboratory Cure Curing Method Field Sample No Field Cure Temp (°F) High NIA Low NIA Contractor Lusardi Nozzleman NIA Gun Operator NIA Truck No. NIA Ticket No. NIA Sampled By ART WATSON Submitted By Matt Arcos Weather NIA Est. Wind (mph) NIA Yd' Placed NIA Est. Rh (%} NIA Yd3 Rejected N/A Slump (in) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%) Unit Weight (pcf) Batch Size (yd•) Water Added (gal) Time Batched Time Sampled Time Placed Time In Truck (mins} Compressive Strength of Molded Masonry Mortar Cylinders Specimen ID Date Tested Age Dimensions (in} Area (in2) Type of Ultimate Measured Specified ASTM C 143 NIA-8 NIA 45 ASTM C 1064 55 ASTMC 173 N/A NIA ASTM C 138 N/A NIA N/A Before NIA After NIA N/A 08:50 NIA NIA ASTM C 780 (Days} Diameter Height Cap Load (lbf} Type of Compressive Fracture Strength (psi) Required Strength (psi) W02-13-00015-1\1 02/11113 W02-13-00015-1\2 02/11/13 W02-13-00015-1\3 02/11113 28 2.00 4.00 3.14 B 16590 N 5280 28 28 Form No: 18970, Report No: CON:W02-13-00015-C1 2.00 2.00 4.00 4.00 3.14 3.14 B B 16890 16510 N N 5380 5260 Average 28 Day Compressive Strength (psi) 5310 ©2000-2011 QEST/..ab by SpectraQEST.com 1800 1800 1800 Page 1 of 1 6-TWINING Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-974-3750 Fax: 858-974-3752 Concrete Test Report I Report No: CON:W02-13-00015-C2 I Customer: Quality Assurance Inspections Project No.: 130032.2 18011 Skypark Circle Irvine, CA, 92614 Permit No.: Project: QAI -Skills Athlete Performance Center -OSHPD: 2081 Faraday Avenue DSA File#: Carlsbad, CA, 92008 DSAAP#: I Jurisdiction, Distribution: Mix Data Supplier Plant Mix Identification Specified Design Strength (psi) Mortar Type · Type of Shotcrete Type of Fibers Details of Sample Date Sampled 1/14/2013 N/A NIA TYPES 1800 at age 28 days Types NIA N/A Date Received 1/15/2013 General Location First 2 courses of white for8x8x16 block, running North & South between street & building. One day Field/Laboratory Cure Curing Method Field Sample No Field Cure Temp (°F) High N/A Low N/A Contractor Lusardi Nozzleman N/A Gun Operator N/A . Truck No. N/A Ticket No. N/A Sampled By ART WATSON Submitted By Matt Arcos Weather N/A Est. Wind (mph) N/A Yd3 Placed N/A Est. Rh(%) NIA Yd0 Rejected NIA II Slump (in) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%) Unit Weight (pcf) Batch Size (yd0) Water Added (gal) Time Batched Time Sampled Time Placed Time In Truck (mins) Compressive Strength of Molded Masonry Mortar Cylinders Specimen ID Date Tested Age Dimensions (in) Area (in2) Type of Ultimate ASTM C 143 ASTM C 1064 ASTMC 173 ASTMC 138 Before After (Days) Diameter Height Cap Load (lbf) Type of Fracture W02-13-00015-2\1 02/11/13 W02-13-00015-2\2 02/11/13 W02-13-00015-2\3 02/11/13 28 2.00 4.00 3.14 B 13670 28 28 2.00 2.00 4.00 4.00 3.14 3.14 B B 13480 13870 N N N Measured Specified N/A-8 N/A 54 62 NIA N/A NIA N/A N/A N/A NIA N/A 13:00 N/A NIA ASTM C 780 Compressive Strength (psi) Required Strength (psi) 4350 4290 4410 1800 1800 1800 Average 28 Day Compressive Strength (psi) 4350 Form No: 18970, Report No: CON:W02-13-00015-C2 © 2000-2011 QESTLab by SpeotraQEST.com Page 1 of 1 L. TWINING Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-974-3750 Fax: 858-97 4-3752 Concll'ete Test Report I Report No: CON:W02-13-00037-C2 I Customer: Quality Assurance Inspections Project No.: 130032.2 18011 Skypark Circle Permit No.: Irvine, CA, 92614 OSHPD: Project: QAI -Skills Athlete Performance Center 2081 Faraday Avenue DSA File#: Carlsbad, CA, 92008 DSAAP#: Jurisdiction: ,~~ I Distribution: John Casabianca [Client] Mix Data Supplier Plant Mix Identification Specified Design Strength (psi) Mortar Type Type of Shotcrete Type of Fibers Detains of Sample N/A N/A 1YPES 1800 TypeS N/A NIA at age 28 days Date Sampled 1/30/2013 Date Received 1/31/2013 General Location Pool Equipment Wall Sample -Betweem 11th & 12th Course One day Field/Laboratory Cure Curing Method Field Sample No Field Cure Temp (°F) High N/A Low NIA Contractor Lusardi/ J. Ginger LP Noz~lema~ NIA Gun Operator NIA Truck No. NIA Ticket No. N/A Sampled By ART WATSON Submitted By RICHARD WILLIAMS Weather N/A Est. Wind (mph) N/A Yd3 Placed NIA Est. Rh(%) NIA Yd3 Rejected NIA Slump (in} Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%) Unit Weight (pcf) Batch Size (yd3) Water Added (gal) Time Batched Time Sampled Time Placed Time In Truck (mins) Compiressive Strength of Molded! Masonry Mortar Cylindlers Specimen ID Date Tested Age Dimensions (in) Area (in2) Type of Ultimate ASTM C 143 ASTMC 1064 ASTMC173 ASTM C 138 Before After Measured N/A 53 57 N/A NIA N/A NIA N/A N/A 06:45 NIA N/A Specified NIA NIA N/A ASTM C 780 (Days) Diameter Height Cap Load (lbf) Type of Compressive Fracture Strength (psi) Required Strength (psi) W0Z-13-00037-2\1 02/22/13 23 2.00 4.00 3.14 B 10960 N 3490 W0Z-13-00037-2\2 02/22/13 W0Z-13-00037-2\3 02/22/13 Notes 23 23 Form No: 18970, Report No: CON.W02-13-00037-C2 2.00 2.00 4.00 4.00 3.14 3.14 B B Remarks 10740 10050 N N Contractor requested specimens to be broken on 2/22/13. © 2000-2011 QESTLab by SpectraQEST com 3420 3200 N/A N/A N/A Page 1 of 1 L. TWINING Concrete Test Report Customer: Quality Assurance Inspections 18011 Skypark Circle Irvine, CA, 92614 Project: QAI -Skills Athlete Performance Center 2081 Faraday Avenue Carlsbad, CA, 92008 Jurisdiction: Distribution: John Casabianca [Client] Mox Data Supplier Plant Mix Identification N/A NIA GROUT Specified Design Strength (psi) Mortar Type 2000 at age 28 days Type of Shotcrete Type of Fibers !Details of Sample N/A N/A N/A Date Sampled 1/30/2013 Date Received 1/31/2013 General Location Pool Equipment-All 12 Courses One day Field/Laboratory Cure Curing Method Field Sample No Field Cure Temp (°F) High N/A Low N/A Contractor Lusardi/ J. Ginger LP Nozzleman NIA Gun Operator NIA Truck No. NIA Ticket No. 8099106 Sampled By ART WATSON Submitted By RICHARD WILLIAMS -Weather N/A Est. Wind (mph) N/A Yd3 Placed NIA Est. Rh(%) NIA Yd3 Rejected NIA Twining, Inc. -San Diego Lab 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-974-3750 Fax: 858-974-3752 I Report No: CON:W02-13-00037-C3 I Project No.: 130032.2 Permit No.: OSHPD: DSA File#: DSAAP#: ,~~ /---~- Slump (In) Slump w/ plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%} Unit Weight (pcf) Batch Size (yd') Water Added (gal) Time Batched Time Sampled Time Placed Time In Truck (mins) ASTM C 143 ASTM C 1064 ASTM C 173 ASTMC 138 Before After Measured Specified NIA NIA N/A N/A N/A NIA NIA NIA NIA N/A NIA NIA 14:15 NIA N/A I Compressive Strength of Masonry GroL!lt Prisms ASTM C 1019 Specimen ID Date Tested Age Dimensions (in} Percentage Type of Ultimate Type of Compressive Required (Days) Width Length Height Out of Plumb Cap Load (lbf) Fracture Strength (psi) Strength (psi) W02-13-00037-3\1 02/22113 23 3.05 3.11 5.46 B 40220 N 4240 NIA W02-13-00037-3\2 02/22/13 23 3.27 3.41 5.60 B 42610 N 3820 NIA W02-13-00037-3\3 02122/13 23 3.11 3.14 5.46 B 40690 N 4170 NIA Notes Remarks Contractor requested specimens to be broken on 2122113 Form No: 18970, Report No: CON:W02-13-00037-C3 © 2000-2011 QESTLab by SpectraQEST.com Page 1 of 1 D. TWINING Twining, Inc. • San Diego Lab 15950 Bernardo Center Drive, Suite H San Diego, CA 92127 Ph: 858-974-3750 Fax: 858-97 4-37 52 Concrete Test Report I Report No: CON:W02-13-00037-C1 I Customer: Quality Assurance Inspections 18011 Skypark Circle Irvine, CA, 92614 Project: QAI • Skills Athlete Performance Center 2081 Faraday Avenue Carlsbad, CA, 92008 Jurisdiction: Distribution: John Casabianca [Client] Mix Data Supplier Plant Mix Identification Specified Design Strength (psi) Mortar Type Type of Shotcrete Type of Fibers Detarns of Sample N/A N/A TYPES 1800 at age 28 days Types NIA N/A Project No.: 130032.2 Permit No.: OSHPD: DSAFile#: DSAAP#: ~_z_, Date Sampled 1/29/2013 Date Received 1/31/2013 Measured Specified General Location Curing Method Field Sample No Pool Equipment Walls -First Course Block Two day Field/Laboratory Cure Field Cure Temp {°F) High N/A Low N/A Contractor Lusardi/ J. Ginger LP Nozzleman N/A Gun Operator N/A Truck No. NIA Ticket No. NIA Sampled By ART WATSON Submitted By RICHARD WILLIAMS Weather NIA Est. Wind (mph) NIA Yd' Placed NIA Est. Rh(%) NIA Yd' Rejected N/A Slump (in) Slump wt plasticizer (in) Air Temp (°F) Concrete Temp (°F) Air Content(%) Unit Weight (pcf) Batch Size (yd') Water Adde<c! (gal) Time Batched Time Sampled Time Placed Time In Truck (mins) Compressive Strength of Molded Masonry Mortar Cylinders Specimen ID Date Tested Age Dimensions (in) Area (in2) Type of Ultimate ASTMC 143 ASTMC 1064 ASTM C 173 ASTM C 138 Before After {Days) Diameter Height Cap Load (lbf) Type of Fracture W02-13-00037-1 \ 1 02/22/13 W02-13-00037-1 \2 02/22/13 W02-13-00037-1 \3 02122/13 Noil:es 24 2.00 4.00 3.14. B 9720 24 2.00 4.00 3.14 B 10370 24 2.00 4.00 3.14 B 9400 Remarks N N N NIA N/A 58 58 NIA N/A NIA NIA NIA NIA NIA NIA 08:40 NIA N/A ASTM C 780 Compressive Strength (psi) 3090 3300 2990 Required Strength (psi) NIA NIA NIA Contractor requested specimens to be broken on 2/22/13. Form No: 18970, Report No: CON:W02-13-00037-C1 © 2000-2011 QESTLab by Spec/raQEST.com Page 1 of 1 I City of Carlsbad 39018 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 MAR 1 2 2013 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com BUILDING DIVISION W T F s s DSA-FILE# R QUIREM NTS: Limit of one job number, one permit number per sheet. Identify all work type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD r; ;z__ fC'fo /z_ --:/Z-70 D Mileage ______________ _ D Expenses ____________________ _ D Reinforcement ___ o Concrete Placement ___ ~asonry ____ D Prestress Post Ten ___ D Batch Plant __ D Fireproofing ____ D Quality Control ____ o Administration __ o Other _____________ _ Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the _______________ approved pla_ns, specifications (approving authority, e.g. DSA, OSHPD, City of LA, etc.) and all applicable codes, except as noted below: Exception(s) noted in report: Yes _____ _ {Initial at Yes/ No as applicable) Inspector's Name ·ft, Inspector's Signatu~r-:_e~t;;,~;Y,l,7'/2~~~~-'-"---'--- ' Inspector's ID I Lie.#----+--""'--!'--------=-~,=...,.~"----- D Additional Page (Page#) CM ____________ _ All Inspections based on minimum of 4 hours and over 4 hours -8 hours minimum. In addition, any inspection extending past noon will be an 8 hour minimum. If inspector is called to a project and no work i~¥1GRM~a 2 hour minimum charge will be applied. ~ , ' Approved/Authorize · "'----'-_,_-~-Uc,,,.«.---- (Project Superintendent) Submitted by _______________ _ Quality Assurance Inspections SUBMIT TO OAI 39031 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com w T F s DSA-FILE# JURISDICMNJ' Ctt,,,. tt':/4-- s QUIREMENTS: Limit of one job number, one permit number per sheet. Identify all wor y type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD i y{ A-11"1 I;;) ,'6?).P/vJ D Mileage _________________ _ D Expenses _____________________ _ -~nforcement ___ o Concrete Placement ___ ~Masonry ____ o Prestress Post Ten ___ D Batch Plant __ D Fireproofing ____ o Quality Control _____ o Administration __ D Other ______________ _ Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the approved plans, specifications ----------------(approving authority, e.g. DSA, OSHPD, City of LA, etc.) and all applicable codes, except as noted below: Exception(s) noted in report: Yes ______ ; No /1--tf/ (Initial at Yes/ No as applicable) ~ Inspector's Name ,Atf!u4 Cfl-tt fut:~~ Inspector's Signature/~,(;(,/jj,_;7-; ~- Inspector's ID I Lie.# ----+r---'C_,__a+-7--· ------ I/ l;tt-Additional Page (Page#) CM __._(~<Jf='--1· _ __,2'""~'---------- All inspections based on minimum of 4 hours and over 4 hours -8 hours minimum. In addition, any inspection extending past noon will be an 8 hour minimum. If inspector is called to a project and no work is performed, a 2 hour min· m charge will be applied. ;"y/ /1) Approved/ Authorized ~V/'?r-'-"-/--"-f/,;;:;-"·-«-...:::c._~"---'-"'-----"l'-Lf-- (Project Superintenden Submitted by _______________ _ Quality Assurance Inspections SUBMIT TO OAI 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: (949) 553-0371 www.qaiinc.com SUB CONTR'}CTOR (If Any) J.J -e1-6-f/l,'' 33711 INSPECTION REPORT Multi Page M T W T F S S DSA-FILE# REQUIREMENTS: Limit of one job number, one permit number per sheet. Identify all wor by type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. ~inforcement ___ o Concrete Placement ___ ~sonry ____ D Prestress Post Ten ___ D Batch Plant __ D Fireproofing D Quality Control D Administration __ D Other _____________ _ D Contains REPORT Non-Compliant Items )i1t-Does Not Contain Cl IAI\AIT Tt'"I na1 39032 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com F s s REQUIREMENTS: Limit of one job number, one permit number per sheet. Identify all work b pe and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD er ;z ct' cl; 1/ 3 ,· 30P/VI /2-12-1 e,.., D Mileage _____________ _ D Expenses ____________________ _ ~einforcement ___ o Concrete Placement ___ ~asonry _____ o Prestress PostTen ___ o Batch Plant __ D Fireproofing ____ D Quality Control _____ o Administration __ D Other _______________ _ MIX USED DESIGN SLUMP ADMIXTURE Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the ________________ approved plans, spec(fications (approving authority, e.g. DSA, OSHPD, City of LA, etc.) and all applicable codes, except as noted below: _,J Exception(s) noted in report: Yes ______ ; No ~IC-·~k_V __ _ (Initial at Yes/ No as applicable) Inspector's Name '--"--'-~~'.'.:..4~==-H''tt~?1':'t"~~~:;;:::;;=--- lnspector's Signature ..c.z..---'-:::::r-.Lt.:~....:c.ir'-/L____.£~~,L_L,e:.._ __ Inspector's ID/ Lie.# ---/1-_ue:_--t---'-'---L..!c!::W[!L_.t..=....g...tL..-__ DESIGN PSI CUBIC YARDS SPECIMENS ~ditional Page (Page#) CM __.,L,......._rr/..-'--J9---Z-________ _ All inspections based on minimum of 4 hours and over 4 hours -8 hours minimum. In addition, any inspection extending past noon will be an 8 hour minimum. If inspector is called to a pr · no ork is e ed, a 2 hQUJ:.-fflllrttmum charge will be applied. Submitted by ______________ _ Quality Assurance Inspections SUBMIT TO QAI 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: (949) 553-0371 www.qaiinc.com 33709 INSPECTION REPORT Multi Page T F S S DSA-FILE/1 --QUIREMENTS: Limit of one job number, one permit number per sheet. Identify all w k by ty e and SPECIFIC location. on-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. ~forcement ___ o Concrete Placement ___ jB-M._asonry ____ o Prestress PostTen ___ o Batch Plant __ D Fireproofing ____ D Quality Control _____ o Administration __ o Other _____________ _ C-{0 D Contains REPORT Non-Compliant Items C!I ICUAIT Tf"I f"l.11.I 39033 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com M T W REQUIRE E S: Limit of one job number, one permit number per sheet. Identify all work b type a SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD <l 7/oOA-fV\ 3. Wl ;11 D Mileage _______________ _ D Expenses ____________________ _ ~einforcement ___ o Concrete Placement ___ -~Masonry _____ o Prestress PostTen ___ o Batch Plant __ D Fireproofing ____ D Quality Control _____ o Administration __ D Other _____________ _ { Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the ---------------(approving authority, e.g. DSA, OSHPD, City of LA, etc.) and all applicable codes, except as noted below: approved plans, specifications Exception(s) noted in report: Yes _____ _ (Initial at Yes/ No as applicable) Inspector's Name 1-=F-. -r~f;-:ih7u-~t',t,<'f-,~~~-'-,:::::::=---- lnspector's Signature~L-..>!.'7r~7c/~t-7':~:.1,.LU~,-L-----,- lnspector's ID/ Lie.# --+---1.J""'--+~.,__,"""'-~r=-<-'--s~i:,"-- All inspections based on minimum of 4 hours and over 4 hours -8 hours minimum. In addition, any inspection extending past noon will be an 8 r minimum. If inspector is called to a project and r:io war is orme 2 ho r minimum charge will be applied. .. '/ . I Approved/ Authorize Submitted by _______________ _ Quality Assurance Inspections SUBMIT TO QAI 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: (949) 553-0371 www.qaiinc.com 33712 INSPECTION REPORT Multi Page M T W T F S S DSA-FILE# REQUIREMENTS: Limit of one job number, one permit number per sheet. Identify all work b pe a d SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. ~inforcement ___ o Concrete Placement ___ ~asonry ____ o Prestress PostTen ___ o Batch Plant __ D Fireproofing D Quality Control _____ o Administration __ o Other _____________ _ { ( fo D Contains REPORT Non-Compliant Items ft.Does Not Contain Cll lCI.AIT Tl'"\ /""\Al 39036 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com M T w T F. s s DSA·FILEII REQUIREMENTS: Limit of one job number, one permit number per sheet. Identify all work· y type nd SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD 7) r if([-;· 1 o I z-/2 7c, D Mileage ______________ _ D Expenses _____________________ _ (2g' Reinforcement ___ D Concrete Placement ___ l¼J' Masonry _____ D Prestress Post Ten ___ D Batch Plant __ D Fireproofing ____ o Quality Control _____ o Administration __ D Other ______________ _ Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the -----~----------{approving authority. e.g. DSA, OSHPD, City of LA, etc.) and all applicable codes, except as noted below: approved plans, specifications Exception(s) noted in report: Yes ______ ; No _,,J+-"-W/~--- :~:~::::, ~:;b~·€LJa~L ~~~cf\ Inspector's S1gnature..-L-~ _{~ _-< __ Inspector's ID/ Lie.#___, __ · ~-+-__,_)-~'-"--._,...,,,,..,. ______ _ D Additional Page (Page #).CM ____________ _ All inspections based on minimum of 4 hours and over 4 hours -8 hours minimum. In addition, any inspection extending past noon will be an 8 hour minimum. If inspector is called to a project and no work is performed, a 2 hou charge will be applied. Approved/ Authorize Submitted by _______________ _ Quality Assurance Inspections SUBMIT TO QAI 39022 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com M T w T F s s DSA-FILEII REQUIREMENTS: Limit of one job number, one permit number per sheet. Identify all wor by type and SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR !'x'.' 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD CG -:J-t10 v f 1l~~f);.Oc P/JJ D Mileage ______________ _ D Expenses ____________________ _ ~einforcement ___ o Concrete Placement ___ ~Masonry ____ o Prestress PostTen ___ D Batch Plant __ D Fireproofing ____ o Quality Control _____ D Administration __ D Other ______________ _ ADMIXTURE Certification .of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the approved plans, specifications --,.(a-pp-,o-v-ing_a_u_th-or-it~-. e-.g-. D_S_A_, 0-S-H-PD-, -Ci-ty_o_f L-A-, e-tc-.)- and all applicable codes, except as noted below: Exception(s) noted in report: Yes ______ ; No M / (Initial at Yes/ No as applicable) Inspector's Name/h~~ f~n Inspector's Signature~_,(1/ /~ Inspector's ID/ Lie.# 1-cr 7-1/tt Pc# DESIGN PSI CUBIC YARDS SPECIMENS 9Additional Page (Page#) CM -+-(-+@-.,/;++----A"_L _______ _ All inspections based on minimum of 4 hours and over 4 hours -8 hours minimum. In addition, any inspection extending past noon will be an 8 hour minimum. If inspector is called to a project and no work is performed, a 2 hour minimum oha~ewillbeappHed. ~ Approved/Auth~rized by d ~~T(ois:Jl (Proiect Superintendent) Submitted by ______________ _ Quality Assurance Inspections SUBMIT TO QAI 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: (949) 553-0371 www.qaiinc.com /DSA-APP# 33616 INSPECTION REPORT Multi Page M T W T F S S DSA-FILE# REQUIREMENTS: Limit of one job number, one permit number per sheet. Identify all work tl type and SPE IFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. f2t'Reinforcement ___ o Concrete Placement ___ ~sonry ____ o Prestress Post Ten __ D Batch Plant __ D Fireproofing ____ o Quality Control _____ o Administration __ D Other _____________ _ ·PESCRll?.TION OF WORK INSP-E.CTE[)' .. 0 Contains REPORT Non-Compliant Items £bees Not Contain REGULAR 1 1.5X <:I 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: {949) 553-0371 www.qaiinc.com HOURS 2X TIMEIN cJ :(J) D 39039 INSPECTION REPORT TIMEOUT MEAL PERIOD I~-7cJ !J --/2 ,~ D Mileage ________________ _ D Expenses _____________________ _ D Reinforcement ___ o Concrete Placement ___ J:8l Masonry _____ D Prestress Post Ten ___ o Batch Plant __ D Fireproofing ____ D Quality Control _____ o Administration __ o Other ______________ _ Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the approved plans, specifications -(.-p-pr-ov-in-g-au-th-or-lt~-. e-.g-.-DS_A_, O_S_H_P-D,-C-ity_o_f L-A-, e-tc-.)- and all applicable codes, except as noted below: Exception(s) noted in report: Yes _____ _ (Initial at Yes/ No as applicable) No t¾W L Inspector's Name 4 ~~~'.:~v"'7/~r,1/:~~~~:'.::::::~ Inspector's Signature."""'-'~,1,L--,,....:...,,<..f,.L-.LY,!,.£--+¥.,"""1=-- lnspector's ID/ Lie.# ---,,'----bG'--+--~"--"'~.L-&-.=-;;=--i...::...-_ CUBIC YARDS SPECIMENS D Additional Page (Page#) CM _____________ _ Approved/ Author Submitted by _______________ _ Quality Assurance Inspections SUBMIT TO OAI 39027 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 INSPECTION REPORT Fax: (949) 553-0371 www.qaiinc.com F s s REQUIREMENTS: Limit of one job number, one per it number per sheet. Identify all wor y type ·nd SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. HOURS REGULAR 1.5X 2X TIMEIN TIMEOUT MEAL PERIOD . ;/' CJ' ,:30 { 7"'0 0 ( 2--1 2.. lz 0 D Mileage ______________ _ D Expenses ____________________ _ D Reinforcement ___ D Concrete Placement ___ lz:l Masonry _____ D Prestress Post Ten ___ D Batch Plant __ D Fireproofing ____ o Quality Control _____ o Administration ___ o Other _______________ _ Certification of Compliance I declare under penalty of perjury that all of the above statements are true, and that of my own personal knowledge the work during the period covered by this report has been performed and installed in compliance with the --c--------------approved plans, specifications (approving authority. e.g. DSA, OSHPD, City of LA, etc.) and all applicable codes, except as noted below: Exception(s) noted in report: Yes _____ _ No /f{A/ (Initial at Yes/ No as applicable Inspector's Name 1r+-F--"-J--"--"'-'---,-l,Y,",--f:iil'-"-?;;~l;;:,;~'---- lnspector's Signature,.,,e;-.+-i~'-"4.,'-b>-=-'"'f,,q.L,_-"--'~'fPS.!--L-- lnspector's ID / Lie. # _ ___L~-L-f.-....,t...:..!:....!<:.:........::..,A,,t.'._f..,~~~ 3Mditional Page (Page#) CM --L~¢~· ..,..i_2-_______ _ Approved/ Authorize (Project Superintendent) Submitted by _______________ _ Quality Assurance Inspections SUBMIT TO QAI 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: (949) 553-0371 www.qaiinc.com 33617 INSPECTION REPORT Multi Page T F S S DSA-FILE# REQUIREMENTS: Limit of one job number, one permit n mber per sheet. Identify all work y type a d SPECIFIC location. Non-compliant work must be specifically identified. Communication (RFI, Sketch, etc.) voiding previous non-compliant items must be listed, record conversations and communications with project designers, building and permit granting authority officials. D Reinforcement ___ D Concrete Placement ___ JRl. Masonry ____ o Prestress Post Ten ___ D Batch Plant __ D Fireproofing ____ o Quality Control _____ o Administration __ D Other _____________ _ D Contains REPORT Non-Compliant Items ~ Not Contain ~I IAMIT Tl) ()Al 17942 Sky Park Circle, Ste J, Irvine, California 92614 Phone: (949) 553-0370 Fax: (949) 553-0371 www.qaiinc.com Project Name: Skills athletic performance center Client: Skilz athletic Contractor: I Foreman: Chris Lusardi construction Equipment: Nuclear densitv qauqe 9126 Job No: Author: Field Daily Report With Test Data Texts ------ Additional Pages ______ Tests 130032.2 Date: 1-29-13 Day: Tuesday /, L2./J £ _,, ,,, aker Signatu :ft ff I/~ -------- Timelo/ /Y ( ITim~"lO Hours: 6:30am /"'I -4 Tiime Acknowle~M?T----{ /~)))i'Jlr /1-'---,_.. Weather: -~ . I Permit No / DSA / OSl'IPD: Sunny Remarks: On site per contractors request to perform density test on permeable base. I performed 2 density tests on material approx 4-6" thick. I did not observe contractor place material. See below for results. Field Field Dry Opt. Maximum Relative Required Retest/ Elevation Moisture Density Moisture Density Compaction Compaction Remarks Test No. Test Type Location/ Test of or Depth Station Sheet No. (¾) (¾) (¾) (pcf) (%) (%) 1 NG Football field east end 4" 3.9 125.3 4.7 130.4 96 90 p 2 NG Football field west end 6" 3.5 126.6 4.7 130.4 97 90 p '-~ 1£s.-t,--:{t(~f~~}~)T.-S~ ·g}:a-c:¼-ri-s }3 (:;.~flFiE) Uj i!}E ~i::'.:-G'.:T~'"':t~.i:::.-,11, i~f.1;,13 ts~ 3-:S ~:.mfit~ J:itr.ei.E;;i;·,:,::, .e-ur;:~J3~~! v::m~~"l ~1'! ni~ ~m2~tt.it'i t'.i1'1li&n -&;.'5'.J.n:'mi.ft;~::;, N~ ~a~ unless Si,~ h1~rtm~:12: t,,X:5-z::; K::13 r'.,aml"~~ .lltt~ m oomp,z.16.m t--wn"hk~t:;:;; .:;1 ~w..,;z; ~rx1 mr;d!inia.. i~tit'f,1,"l.'i:'l.~nfil fJ!Jtl?-C:r,unnil --:--se..O N~w Jar-:s~y AY3TIU;J, h\!J'/ --liiti'.5-irdm;~to:n, DC ;WDO·t ,,..--~=~~~------..... -~--------------=-~---,,-----:=,ct~_,_., . ..,,..,.,.-....---""~ lntemationa! OlrJe Cotmc'il internmion~ Code Council 50(J New ~Y AYem.s. MW ~~ New Jersey Avsm.m., NW ~~. ~ 20001 _. ··waMinston. oc 20001 't"'!e'ir~l'Bf.00 ~Js(~FEl~ b --~~~.~q~:sn~rledp;.,r.;ruanl:io su,r;.c~,i ~~of ~-P,,'EISCf~ ilmtt~1 . e)i;-amim\~"\. ~~~ -. -" . -----=-~-===-~~ ,.~,-~ .. 's•·• -~1:t::r:~ =+:Si?~~~, > ,• : ,;:. ·-:-·.:. ": ·_':: •• :·,. .;. ~., .) Tr.e inw.itlual ..-~~ haretin $.i. C~Et'i i~ :m:il !fif;~\Sf'~ na';jng hieen '.SQ~~ p,.mswr.ino ii,~..i1 oom~n.m !ie f.S'IJIS;;,"'n"bs-!l1&";fils,, aan:-ma~~. Wl:lt-v~ m-~-;s~&/l ~ \(';C ~~~t.i.~~~~cl ~!';)a•ancl $!BP-dame. ='el!p,'1:l!.~74 -~-~-~"~4 ,..: .. /···.: .... _-.. -J? . :-· .\ t~Cotieemumn 500 New ~y Aventffl. NW ~~ 0~ 20001 T."Wr~~mr.n-;00 ~:is~~lill~ ~ --~e.'i>~. mrqbaellso:r.~pui~;;;J:sJ,i:-tl:'i. ~-0~~1 @m~filf llie~~~ffil . ~~1ioos, •r / /.;yll _;._,,;t --- .Not~ooless~by~~ \CC~att$m·~!emla'.tW.~ffl'i.~• ~nis. . :!IBE'ili.~iiffll.'l!. ~::i~"im'~{E' tn~nai cooe Council ~~ Ne-TN Jers~,r Avenue, WPI -· Washington, OC :20001 .... > 1'talilmdMdual~ hamcin ~ :C~ffilrl~!ll infu.fJ ~~ $00WO, ha':lm9 ~so~~ ·mm,,..writ ll) $'~.iloom~cl h~ms..,,n"'bs,rj¼,ittsn ~na.oons. tc.c c~~~t;~parern:~~~cl ~~.a-am:l :S'fi:m®f{,!$. ' ------- >ACi'.~#,~f1iite· field Testing Technkiai1 ~ . ., ?:\/~~.-.-~ ... · .\:\~ . . · .. ·. _:. (·::-: ,,'; -... .................. ....., .. ____ ., ___ ~· 0•~"1.....,.....:..====-=--~~.....;,,n-:---~-~----~~:=t=::t'~=---~ ~ .. ::·.,.-HOO 0 --~--~ _..}{) . . ·: : .:-_ .. ~-~·.: .. . ~-: .• . -.. . . -:·. /;~;;~it:/~::t~t:,;l\\t:,: ,!~~ ~~·:...:;..;::::_: =:;.;:::.-·-··~c.~-' ,, \ I 'I 1-( ,r .... ·:,.. -: ' '~ '', .'' 1 '': ', '' ' \ 'I I I I . \ \ \ \ \ \ \ \ \ \ EsGil Corporation In (}?artnersliip witli qovernment for (]Jui{aing Safety DATE: 12/24/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-1924 PROJECT ADDRESS: 2018 Faraday Avenue PROJECT NAME: SKLZ T. I. SET: IV D _j\PPLICANT $JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ti"\. .. "~\.._/ ~ REMARKS: All architectural sheets s't~e-srgned by the person responsible for their preparation. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 12/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .. EsGil Corporation In (l'artnersliip witfz qovernment for (}Jui[aing Safety DATE: 12/5/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-1924 PROJECT ADDRESS: 2018 Faraday Avenue PROJECT NAME: SKLZ T. I. SET: III D~ ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZ] The applicant's copy of the check list has been sent to: Lusardi Construction Co. 1570 Linda Vista Dr. San Marcos, CA 92078 fwelch@lusardi.com; csmart@lusardi.com; bfitzpatrick@lusardi.com D EsGil Corporation staff did not advise the applicant that the plan check has been completed. IZ] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Lusardi Construction Co. Telephone#: 760-744-3133 Date contacted: u ... Jto(p.... (by:~) Email: Fax #: /t Mail/ Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation l'8:I GA l'8:I EJ O PC 11/28 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-1924 12/5/2012 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California Business and Professions Code. 6. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). 8. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 9. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. (60' side yard all sides) 10. Provide area analysis to show the revised use for the first floor still within the allowable floor area. Table 503. Note: In California, the State Fire Marshal made the following restrictive changes to the IBC: The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A, E, H, I, Land R occupancies, along with high-rise buildings (sprinklers can be used to increase the area or height, but not both). Section 504.2. City of Carlsbad 12-1924 12/5/2012 For Group A, E, H, I, Land R occupancies, along with high-rise buildings, the maximum allowable floor area may be increased by only two from Section 506.4 (instead of 3 as listed in the IBC). This also applies to Section 506.5.2. The existing space appears to be office (B). The occupancy group has been revised. Provide area analysis to show the floor area under new occupancy still within the allowable floor area. Esgil Corp. will consider the entire T. I. as A-3. It appears to the existing building can be considered as 111-B{tile-up wall) with 60 feet yards and sprinkler A-3 can be unlimited floor area. Please note on the plan than the allowable floor area is not a concern. 11. A 1-hour fire barrier separation is required between the A occupancy and the B/S-1 occupancy. Table 508.4 (see exceptions) 12. Doors and fire shutters in fire barriers shall comply with the following table. Table 715.4. FIRE BARRIER RATING MINIMUM OPENING PROTECTION ASSEMBLY (hours) (hours) 1 ¾ 13. Openings in a fire barrier wall shall be limited to a maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet. Exception: The 156 square foot limitation shall not apply where the adjoining fire areas are sprinklered. Section 707.6. The location of fire barrier is not clear. Sheet A011 shows the dark line (1 hr partition) across corridor 107 and PT 111. It appears to no walls in these locations. (opening protection?) The only fire barrier is between the T. I. and existing office and storage area. Show the wall is 1hr with¾ hour doors on the plan. GREEN BUILDING STANDARDS 27. Note on the site plan that for addition projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 5.710.6 30. Submit to the Engineering Department or other City Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.713.8.1.1 City of Carlsbad 12-1924 12/5/2012 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 20. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be _ provided with a clearance of at least 18" at the strike side. The plan shows end door of water closet directly in front of water closet. Sheet A903 is not clearly shows the location of the door. CENTERLINE OF FIXTURE ~ et: < ~ a:, c., '<I" • :;a: 60' MlN. ::] 18 32' MIN. MIN. CLEAR FLUSH ACTIVATOR ON WIDE SIDE 4' MAX. ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY 26. If showers are proposed, show or note compliance with the following requirements, per Section 11158.4.4: Size and Clearance. Accessible showers shall comply with one of the following: (Any of the option the shower stall shall have 60" width. Please check} Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-2A. Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 118-28. Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11B-2C. Indicate on the plans a folding seat. located on the wall adjacent to the controls. 18" above the floor and shall not extend more than 6 inches from City of Carlsbad 12-1924 12/5/2012 the wall. The seat dimensions and mounting position shall comply with Figures 118-2A. 118-28. 118-2C. At least one of the shower on locker room 1 and one on locker room 2 have to be accessible. 60" wide? The plan IA903) shows 36" wide? 33. Recreational facilities, when provided, including swimming pools shall comply with sections 1104B.4.3 and 1132B.2. Section 1111 B.3. The hot and cold plunge pools must be accessible. 34. Show an accessible route connecting wheelchair seating locations with performing areas, per Sections 1104B.3.10 through 1104B.3.12, including: Locker rooms. Where lockers are provided, at least one locker (and not less than 1 % of all lockers) shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be provided Section 1115B.8.5. Show the accessible locker comply with figure 118-5C or 118-5D. max. height48". 35. Public rooms and common use areas shall be made accessible as required by other sections. Section 1111 B.2. (laundry room shall be accessible. At least one of washer dryer shall be accessible. Front loaded?) Please note on A802 at least one washer dryer shall be front loaded. 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: D Yes D 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 David Yao at Esgil Corporation. Thank you. City of Carlsbad 12-1924 12/5/2012 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. THE NOTES IN BOLD UNDERLINED FONT ARE CURRENT REMAINING ITEMS. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 12-1924 PLAN REVIEWER: Glen Adamek SET: II GENERAL AND ARCHITECTURAL PME ITEMS 1. Only the plumbing, mechanical, and electrical sheets are signed. The rest of the plans are still not signed by the licensed designer. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. The response states: the two public pools are will be included asin this permit as deferred submittal." This may not be done. See item #3 that follows. The Building Department to review the Permit Application to clearly show the two Pools are not apart of the permits as per the notes on the drawings. Please provide complete plans for the proposed two Public Pools (Hot Plunge & Cold Plunge). 3. Before the City can issue the permits for the public pools, the Health Department must approve the pool drawings. The City Building Official to review evidence of Health Department approval for proposed two public pools a-Ra the juice bar. 4. Sheet AS101 does not show the amounts and the types of pool chemicals to be stored in the pool enclosure. Please provide the material safety data sheets (MSDS) for each of the pool chemicals (chlorine, acid, and any other pool chemicals). Also, show the maximum amounts of each and any required separation required. Provide data on the proposed chemicals being stored or used for the two pools. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). A) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. City of Carlsbad 12-1924 12/5/2012 C) Clearly show the locations in the building where each type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. 5. The response provided states: "The size of the laundry has been reduced to 100 sq. ft. of floor area." But, the drawings still show the proposed laundry room floor is more than 100 square feet. The sheet A802, wall elevations show 10. 75' X 10.5' of wall length or about 113 square feet of floor area. And the sheet A 101 seems to show about 10.5' X 10.0' of wall length or about 105 square feet of floor area. Please correct. No response provided? And the drawings do not show the walls (& drywall, smoke barrier) around the Laundry Room running from the finished floor level up to the roof sheathing. And the mechanical plans do not show the required smoke dampers at all duct openings in the walls around the laundry. Please correct. As per CBC, table 508.2.5 the incidental use areas for laundry rooms over 100 sq. ft. of floor area, shall be separated from the remainder of the building by a fire barrier or if provided with an automatic fire extinguishing system the separation must comply with IBC, Section 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self-or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7." 6. No roof plans and no parapet details and no roof access shown on the drawings. Please provide an mechanical roof plan showing HVAC equipment locations and roof access ladder and hatch location and note on the roof plan the height and locations of screen walls and/or parapet walls. The note on sheet T1 .0 is incomplete, it does not address the new and or existing "guards" (parapets or screen walls). Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " 7. No Mechanical Response provided? Sheet M3.1 shows relocated existing ductless split-system heat pump in an area where the rest of the drawings show not part of this permit and is part of another tenant space. Please explain and correct. PLUMBING (2010 CALIFORNIA PLUMBING CODE) City of Carlsbad 12-1924 12/5/2012 8. The revised Plumbing Occupant Load Analysis on sheet T1 .0 Title Sheet does not match the plans and the CPC, Table A calculations. The calculations do not show the 61943 sq.ft. of Traning Floor #110 is not included in the calculations. The area of the tenant improvement is 15,860 sq. ft., but the total areas used in the calculations for the required plumbing fixtures is only 11,199 square feet. The sheet A011 shows only about 2,300 square feet of B occupancy occupied area. Not the 9,214 square foot floor area used in the calculations. Please correct. The Calculations call for a "filtered water station" at the Hydration Area. But the Plumbing plans show no water station or drinking fountain at the Hydration Area. Please correct the plumbing plans to show the water station. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 14. Still no plumbing response provided? And the plans have nto been corrected. Detail the gas line connection to the new appliance as per the following: Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. UPC 1212.7. A) The required appliance shut-off valve within 6 feet of appliance it serves. B) Detail the construction of the required gas piping sediment trap: 1) Show gas line input into the required gas piping sediment trap from appliance shut-off valve to be vertical down into sediment trap tee. 2) The output from the sediment trap tee must be horizontal to the gas appliance connection. 19. The detail 12 on sheet A955 does not comply with the code. The shower pan under the mortar bed must slope to the weep drains in the shower drain. Plans show no slope on the shower pan. (Also, please provide listing data for the proposed trench type shower drain.) The plumbing contractor's response is: "Architect". But, no response provided from the architect and no shower construction details found. The elevations on sheet A803 of showers show trench drains for the shower drains and no details of the shower pan on all sides of the trench drains and no data for the shower pan drainage into shower drain. Please correct. Note, the Building Official may need to review a alternate design and method of construction for the shower pan systems. Note no data on shower trench drains provided. Detail construction of the proposed 8 new showers showing required shower pans, curb walls and water proofing of walls and floor. 20. The sheet A903 does not show the floors at the toilet areas, lavatory areas and the floor of shower rooms, outside the shower compartments draining to the required floor drains. Please correct. The plumbing contractor's City of Carlsbad 12-1924 12/5/2012 response is: "Architect". But, no response provided from the architect and the architect's plans do not show floors in the restrooms and shower rooms sloping to required floor drains. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 21. Still no mechanical response provided? Please correct the following for the proposed main condensate drainage systems: Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMG 309.0 & CPC 807.0 C) Still no mechanical response provided? And the plans have nto been corrected. The mechanical and the plumbing drawing do not address the drainage of the main condensate waste from existing roof mounted HVAC #AC/1-8 shown on sheet M3.1. Please correct. 22. The new energy design MECH-3C form shows an incorrect occupant load for the Training Floor area. Please complete & correct the MECH-3C form on sheet M4.2: A) Note the printing on the revised energy forms on sheet M4.2 is not clear and legible. Please provide clear and legible energy forms on the plans. B) The Occupancy Based ventilation calculations are still missing. (columns E, F, & G of the MECH-3C form are all blank). Note the Occupancy Based ventilation calculations for the Conference Room, Training Floor, Multi-Purpose Room and Lounge will require more outside air than the Area Based ventilation calculation with only 0.15 CFM per square foot design. Include the Occupancy Based ventilation calculations. 25. Still no mechanical response provided? Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMG 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 26. Still no mechanical response provided? Please provide a cut-sheet and installation instructions for the proposed swim suite dryer and show where it is to be installed. 27. Still no mechanical response provided? Please show the source of heat for the proposed clothes dryer. The plans show no gas and only a single phase 20 amp. ciruit serving the clothes washer, clothes dryer and two more outlets in the laundry room and men's locker room. Please correct. 28. Still no mechanical response provided? Submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the design requirements found in CMC 905.0 and also the appliance installation City of Carlsbad 12-1924 12/5/2012 instructions: The exhaust duct design: gauge, the clearance distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. (If a Type 1 (residential) clothes dryer is used then provide a dryer exhaust duct design that complies with the general requirements of CMC 504.3.2 (14 feet maximum length w/ (2) 90°'s) or provide the manufacturers installation instructions and include this information (duct design, manufacturer, model , etc.) on the plans. CMC 504.3.2.2.) Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ENERGY CONSERVATION 1. Recalculate the outside air requirement using Table 4-3 in the non-residential energy manual for "Gyms". Form readable, awaiting final mechanical design (See MECH3-C comment under Mechanical above). 2. Include the demand control ventilation control design, if required. Include on the mechanical schedule. No response to this item either. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT EsGil Corporation In (J!artnersliip witli government for <Bui(tfing Safety DATE: 10/5/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-1924 . -:z (? x-' PROJECT ADDRESS: -~araday Avenue PROJECT NAME: SKLZ T. I. SET: I ~P-~NT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. C8J The applicant's copy of the check list has been sent to: Lusardi Construction Co. 1570 Linda Vista Dr. San Marcos, CA 92078 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [Z] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Lusardi Construction Co. Telephone#: 760-744-3133 Date contacted: tol S ( 12.. (by:-~ ) Email: fwelch@lusardi.com; csmart@lusardi.co~ Fax #: C::-Mail / Telephone/ Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation ~ GA ~ EJ, 0 PC 9/27 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-1924 10/5/2012 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-1924 OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: ? SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/5/2012 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: assembly ACTUAL AREA: T. I. 15860 sf STORIES: first floor of two story bldg HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/27 PLAN REVIEWER: David Yao 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 you submit the revised plans. City of Carlsbad 12-1924 10/5/2012 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California Business and Professions Code. 2. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 107.2. 3. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Section 3408. Please provide complete details to show the building will comply. a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. 4. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Occupancy Classification(s) A-1/A-3 shown on sheet T1 .0. Where is A-1? A-1 is for theater, concert halls .. etc. Please check. • Justification to exceed allowable area in Table 503 (if applicable) 5. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Sec. 107 .2. (pools?} City of Carlsbad 12-1924 10/5/2012 6. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1 (1) and 307.1 (2). • SITE PLAN 7. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. 8. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 9. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. (if applic~ble) • BUILDING AREA 10. Provide area analysis to show the revised use for the first floor still within the allowable floor area. Table 503. a) Note: In California, the State Fire Marshal made the following restrictive changes to the IBC: i) The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A, E, H, I, Land R occupancies, along with high-rise buildings (sprinklers can be used to increase the area or height, but not both). Section 504.2. ii) For Group A, E, H, I, Land R occupancies, along with high-rise buildings, the maximum allowable floor area may be increased by only two from Section 506.4 (instead of 3 as listed in the IBC). This also applies to Section 506.5.2. • FIRE BARRIERS 11. A 1-hour fire barrier separation is required between the A occupancy and the B/S-1 occupancy. Table 508.4 (see exceptions) 12. Doors and fire shutters in fire barriers shall comply with the following table. Table 715.4. FIRE BARRIER RATING MINIMUM OPENING PROTECTION ASSEMBLY (hours) (hours) 1 ¾ 13. Openings in a fire barrier wall shall be limited to a maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall City of Carlsbad 12-1924 10/5/2012 not exceed 156 square feet. Exception: The 156 square foot limitation shall not apply where the adjoining fire areas are sprinklered. Section 707.6. • EXITS 14. Please provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. Section 107.2.3. The egress plan shows some of the exits through adjoin space. 15. Egress from a room through an adjoining room (Section 1014.2): a) Shall not be permitted, unless: i) Such adjoining rooms are accessory to the area served, and ii) Such adjoining rooms are not a high-hazard occupancy, and iii) Such adjoining rooms provide a discernible path of egress travel to an exit. b) Egress shall not pass through kitchens, store rooms, closets or spaces used for similar purposes. c) An exit access shall not pass through a room than can be locked to prevent egress. 16. The common path of egress travel shall not exceed 75 feet (25' for H-1, H-2 and H-3 occupancies). Section 1014.3. i) The training room may have problem if the exits can not go through adjoin space. 17. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more persons or a Group H occupancy. Section 1008.1.2. 18. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.9.3. In lieu of the above, in a Group B, F, Mor S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 19. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.1 0.(Does the exit doors to the adjoin space have panic hardware? Existing entry doors have panic hardware?)) 20. All doors and gates, within the exit path to a public way from an occupancy of Group A or E having an occupant load of 50 or more (and any occupancy of City of Carlsbad 12-1924 10/5/2012 Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002. 21. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. 22. Regardless of occupant load, a floor or landing not more than½ inch below the threshold is required on each side of an egress door. Section 1008.1.7. • EXIT SIGNS 23. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 24. A tactile sign stating "EXIT" and complying with ICC A 117 .1 shall be provided adjacent to each door to an egress stairway, an exit passageway and the exit discharge. Section 1011.3. 25. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. • ACCESSIBILITY 26. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • GREEN BUILDING STANDARDS • (for nonresidential additions and tenant improvements) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, revised on July 1, 2012 and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to Nonresidential additions of 2,000 sq. ft. or larger or alterations (tenant improvements) with a value of $500,000 or more constructed after July 1, 2012. CGC 101.3 & Section 5.701.1 27. Note on the site plan that for addition projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 5.710.6 City of Carlsbad 12-1924 10/5/2012 28. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.710.6.2 for additions. The specific details must be submitted and approved by the Planning Department. 29. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.710.6.3 for additions. The specific details for the parking must be submitted and approved by City Planning Department. 30. Submit to the Engineering Department or other City Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.713.8.1.1 31. Note on the plans that a minimum of 50% of nonhazardous construction waste is to be recycled. CGC 5.713.8.1 32. Note on the plans that testing and adjusting of new systems as outlined in CGC Section 5.713.10.4.2. 33. Note on the plans that a building " Operations & Maintenance Schedule" (0 & M ) as listed in CGC Section 5.713.10.4.5 shall be delivered to the building owner or representative and the facilities operator. 34. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.714.4.3. 35. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.714.4.4. 36. Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption for the addition as listed in 5.303.2.2. In lieu of providing the calculations, imprint on the plans Table 5.303.2.3, which lists fixtures that meet the 20% reduction. CGC 5.303.2 TABLE 5.303.2.3 FIXTURE FLOW RATES MAXIMUM FLOW RATE AT FIXTURE TYPE 20 % REDUCTION Showerheads 2 gpm@ 80 psi Lavatory faucets-0.4 gpm @ 60 psi nonresidential Gravity tank type water 1.28 gallons/flush 1 closets Urinals .5 gallons/flush City of Carlsbad 12-1924 10/5/2012 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A 112.19.2 and ASME A 112.19.14. 37. Imprint on the plumbing plans Table 5.303.6 in the CGC. Note on the plans that waste water fixtures shall comply with the standards listed in CGC Table 5.303.6. & 5.712.3.5 38. Note on the plans whether this addition or tenant improvement is located within a CNEL of 65 near an airport or freeway. Where located within an airport or freeway CNEL of >65, the addition or tenant improvement exterior walls must have an STC rating of 45 and windows with an STC rating of 40. 39. Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the City approved Green Building Standards Certification form or other documentation required by the city and given to the building department official prior to building final approval to be filed with the approved plans. • ADDITIONAL 40. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 41. 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. 42. 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: 0 Yes O No 43. 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 City of Carlsbad 12-1924 10/5/2012 questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 12-1924 PLAN REVIEWER: Glen Adamek SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Please provide complete plans for the proposed two Public Pools (Hot Plunge & Cold Plunge). 3. The City Building Official to review evidence of Health Department approval for proposed two public pools and the juice bar. 4. Provide data on the proposed chemicals being stored or used for the two pools. 5. Provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMG Chapter 5. As per CBC, table 508.2.5 the incidental use areas for laundry rooms over 100 sq. ft. of floor area, shall be separated from the remainder of the building by a fire barrier or if provided with an automatic fire extinguishing system the separation must comply with IBC, Section 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend City of Carlsbad 12-1924 10/5/2012 from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self-or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711. 7." 6. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 10 feet of a roof edge or open side of a walking surface ... " 7. Sheet M3.1 shows relocated existing ductless split-system heat pump in an area where the rest of the drawings show not part of this permit and is part of another tenant space. Please explain and correct. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 8. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 9. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC710.1 10. Please correct the water line sizing calculations on sheet P-2: a) Show the public water meter location and size on the site plan. b) Check the developed water pipe length of only 300 feet from the public water meter to the most distant water fixture. c) Provide the data for the required 1.28 gallon per flush, flush valve water closets and check the only 25 psi to operate the fixtures. d) The water line sizing does not address the elevation difference between the public water meter location the elevation of the fixtures at the second floor level. e) Check the water closets, urinals and drinking fountains fixture units serving the Assembly areas. Use the Assembly column of the fixture units table. f) The GPM and velocity values in the water piping sizing tables do not match the values from the CPC, Chart A-4 for copper tubing. Please correct. g) A complete review of water line plans and calculations to be done when the plans and calculations are corrected. City of Carlsbad 12-1924 10/5/2012 11. Please provide complete gas line riser or isometric drawings from the public gas meter to all new gas demands. Show all existing and new gas demands. 12. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 13. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator and vented to the exterior. CPC 1209.7 & 1211.10. 14. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 15. Show the new or relocated water closets and associated flushometer valves, if any, shall use no more than 1.28 gallons per flush, , as per the California Green Building Code; and shall meet performance standards, established by the American National Standards Institute Standard A 112.19.2, H & S Code, Section 17921.3(b). Please correct all the proposed water closets. 16. Show the new or relocated urinals and associated flushometer valves, if any, shall use no more than 0.5 gallon per flush, as per the California Green Building Code; and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). 17. Hot water recirculating loop systems requirements (Not single family homes): Detail the following as per California Energy Efficiency Standard, Section 113( c)5: Show the installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. Or clearly show the installation as per the exception. 18. Sheet P-2 show 120 degree F hot water. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413. Energy Standards 113(C)3. 19. Detail construction of the proposed 8 new showers showing required shower pans, curb walls and water proofing of walls and floor. 20. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. UPC 411.4 MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 21. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 309.0 & CPC 807.0 22. Please complete & correct the MECH-3C form: City of Carlsbad 12-1924 10/5/2012 a) Show the calculations on the MECH-3 form for each of the four separate HVAC units serving this tenant space and a relocated existing ductless split-system heat pump in another tenant space .. b) Include the Occupancy Based ventilation calculations 23. Sheet M3.1 shows existing exhaust grills in the new restroom/shower areas, but no ducts and exhaust fans? Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 24. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. CMC Section 609.0 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. CMC Section 203.0 25. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 26. Please provide a cut-sheet and installation instructions for the proposed swim suite dryer and show where it is to be installed. 27. Please show the source of heat for the proposed clothes dryer. The plans show no gas and only a single phase 20 amp. ciruit serving the clothes washer, clothes dryer and two more outlets in the laundry room and men's locker room. Please correct. 28. Submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the design requirements found in CMC 905.0 and also the appliance installation instructions: The exhaust duct design: gauge, the clearance distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. (If a Type 1 (residential) clothes dryer is used then provide a dryer exhaust duct design that complies with the general requirements of CMC 504.3.2 (14 feet maximum length w/ (2) 90°'s) or provide the manufacturers installation instructions and include this information (duct design, manufacturer, model , etc.) on the plans. CMC 504.3.2.2.) 29. Plans show a supply air and no return air or exhaust system from the laundry room. Please correct. 30. Provide exhaust ventilation as per UMC, Section 403.7 and Table 4.4. Please provide calculations for the locker rooms restrooms and shower rooms. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. City of Carlsbad 12-1924 10/5/2012 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Recheck exit sign design, especially from the training room out to both corridors (even out to the exit@ 101). 2. Include the grounding electrode design for "L2AB" on the single line diagram. 3. Provide the equipotential ground plane design for the hot and cold plunge pools on sheet E2.0A. 4. Complete the pool electrical design with the plans. (See the Note on sheet AS101. Be sure to include any site lighting as well as the pool lighting that may be installed. 5. Sheet E2.2 of the plans show no gas and only a single phase 20 amp. ciruit serving the clothes washer, clothes dryer and two more outlets in the laundry room and men's locker room. Please correct. ENERGY CONSERVATION 6. Recalculate the outside air requirement using Table 4-3 in the non-residential energy manual for "Gyms". 7. Include the demand control ventilation control design, if required. Include on the mechanical schedule. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to City of Carlsbad 12-1924 10/5/2012 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. • ACCESSIBLE PARKING 2. Show that accessible parking spaces comply with Section 1129B.3.1 as follows: a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle. b) When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. c) Each space is to be a minimum of 18' in depth. 3. At least one in every 8 accessible parking spaces (but not less than one) shall be served by an access aisle ~96" in width and designated as VAN ACCESSIBLE, per Section 1129B.3.2. 4. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.3.3. 5. Show that a bumper or curb is to be provided, and located at each space, to prevent encroachment of cars into the required width of walkways, per Section 1129B.3.3. 6. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is s 1 :50 (2%), per Section 11298.3.4. 7. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall ~70 in.2 in area. c) When in the path of travel, they shall be posted 280" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space 236" from the parking space finished grade, ground or sidewalk. City of Carlsbad 12-1924 10/5/2012 e) Spaces complying with Section 11298.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 11298.4. f) In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 8. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be ~17" x 22" with lettering not :51" in height. Per Section 11298.4 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning ______ " • WALKS AND SIDEWALKS 9. If any proposed walks slope >1 :20 (5%) they must comply with ramp requirements, per Section 11338.5.1. 10. Walks along an accessible route of travel are required to be ~48" minimum in width and have slip resistant surfaces, per Section 11338. 7. 11. The maximum permitted cross slope shall be ¼" per ft., per Section 11338. 7.1.3. 12. Show or note that any abrupt level changes will be :5½" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of :51 :2. Level changes of :5¼" may be vertical. NOTE: If level changes>½", they must comply with the requirements of curb ramps. 13. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 11338.7.5. Show that the walk extends ~24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. 14. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 11338.8.5. DOORS 15. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be :5½" lower than the doorway threshold, per Section 1133.2.4.1. 16. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11338.2.5.2: City of Carlsbad 12-1924 10/5/2012 a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered ;?:30" but S44" above floor. 17. Show or note that the maximum effort to operate doors shall not exceed 8-½ pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Section 1133B.2.5. 18. Show or note that the lower 1 0" of all doors comply with Section 1133B.2.6, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 1 0" high smooth panel on the push side of the door. SANITARY FACILITIES 19. Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.6, as follows: a) An equilateral triangle ¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle¼" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.1. 20. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side. The plan shows end door of water closet directly in front of water closet. City of Carlsbad 12-1924 10/5/2012 . ... Ln CENTERLINE OF FIXTURE ~ et: <( ~ to (.) '<I" • = 60' MIN. :,; 18 32' MIN. MIN. CLEAR FLUSH ACTIVATOR ON WIDE SIDE 4' MAX. ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY • RESTROOM FIXTURES AND ACCESSORIES 21. Show, or note, on the plans that the accessible water closets meet the following requirements, per Section 1115B.4.1: a) The seat is to be ~17" but S19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area. ii) Be S44" above the floor. 22. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: a) The rim of at least one urinal shall: i) Project at least 14" from the wall. ii) Be s17" above the floor. b) The control mechanism is to be located S44" above the floor. c) ~30" x 48" clear floor space is provided in front of the accessible urinal. Section 1115B.4.2. 23. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is S34" maximum above the floor. City of Carlsbad 12-1924 10/5/2012 d) ~29" high, reducing to 27" at a point located 8" back from the front edge. e) ~9" high x 30" wide and 17" deep at the bottom. f) Hot water pipes and drain lines are insulated. 24. Show that grab bars comply with the following, per Section 11158.4: a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". c) Grab bars at the side shall be located: i) 15" to 16½" (±1 ") from the center line of the water closet stool. ii) Be ~42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be ~36". d) The diameter, or width, of the grab bar gripping surface is ~1 ¼" but ~1 ½", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1½". 25. Per Section 1115B.8, show on the plans ~40" height for: a) The operable parts of at least one: i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. 26. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: (Any of the option the shower stall shall have 60" width. Please check) i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-2A. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of City of Carlsbad 12-1924 10/5/2012 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 118-28. iii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth as long as the entrance opening width is a minimum of 36 inches. Shower compartment size and clear floor space shall comply with Figure 11 B-2C. b) Threshold in roll-in type showers shall be½ inch in high maximum and shall comply with Section 1124B.2. c) Water controls shall be of a single-lever design, operable with one hand, and shall not ·require grasping, pinching or twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A. ii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) Controls in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. d) A flexible hand-held shower unit is required with at least a hose 60 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. i) The hand held sprayer unit a 60-inch minimum by 30-inch minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2A ii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2B. iii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a range of no less City of Carlsbad 12-1924 10/5/2012 than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. e) Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism. (Except within guest room and suites of hotels, motels and similar transient lodging establishments) Each shower head shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments both vertically and horizontally. One head shall be located at a height of 48 inches above the floor. f) The floor slope shall be a maximum of 2% in any direction. Where drains are provided, the grate shall have openings ¼ inch maximum and located flush with the floor surface. g) Indicate on the plans a folding seat, located on the wall adiacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. The seat dimensions and mounting position shall comply with Figures 11 B-2A, 11 B-2B, 11 B-2C. h) Grab bars complying with Section 1115B.4.4.8 shall be located: i) On walls adjacent to and opposite the seat. ii) Mounted ~33" but :536" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. See Figures 11 B-2A, 11 B-2B, 11 B-2C i) The soap dish when provided shall be located on the control wall ::;40" above the shower floor and within reach limits from the seat. Section 1115B.4.4.9. • SIGNAGE 27. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Wherever basic CBC provisions require exit signs from a room or area to a corridor or hallway. The tactile exit sign shall have the words, "EXIT ROUTE." b) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." 28. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 111 ?B.5. 29. Provide a note on the plans stating that the signage requirements of Section 111 ?B.5 will be satisfied. • COUNTERS AND TABLES 30. Where fixed or built-in counters or tables are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. (lounge counter) City Qf Carlsbad 12-1924 10/5/2012 31. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. 32. Where counters are used for distribution of goods/services, or have cash resisters, at least one of each type shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 11228.5. Note: The use of a folding shelf or auxiliary counter is only allowed in existing buildings and only if first approved by the building official. 33. Recreational facilities, when provided, including swimming pools shall comply with sections 1104B.4.3 and 11328.2. Section 11118.3. GROUP A OCCUPANCIES 34. Show an accessible route connecting wheelchair seating locations with performing areas, per Sections 11048.3.10 through 11048.3.12, including: a) Locker rooms. Where lockers are provided, at least one locker (and not less than 1 % of all lockers) shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be provided Section 1115B.8.5. 35. Public rooms and common use areas shall be made accessible as required by other sections. Section 11118.2. (laundry room shall be accessible. At least one of washer dryer shall be accessible. Front loaded?) END OF DOCUMENT City of Carlsbad 12-1924 10/5/2012 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 12-1924 DATE: 10/5/2012 BUILDING ADDRESS: 2018 Faraday Avell,ue BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. T. I. 15860 per city Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3 Repeats Comments: D Other D Hourly EsGil Fee ----IHr@• ($) 593,284 593,284 $2,575.701 $1,674.211 $1,442.391 Sheet 1 of 1 macvalue.doc + «1~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANS MITT AL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/26/12 PROJECT NAME: SKLZ tenant improvement PROJECT ID:PD 12-03 APN: 212-120-26 PLAN CHECK NO: CB 12-1924 SET#: Ill ADDRESS: 2081 'Faraday Avenue VALUATION: $593,284 [l] You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & Inspection Division is required ;x Yes : No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: fwelch@lusardi.com . r -------· ! PLANNING ENGINEERING. : FIRE PREVENTIO.N J! ' ., 760-602-4610 760-602-27q0 '760-602-4665 / . .. . .. . . . .. ', .. ,, .. "''' ·-. __ ... . . ' ' Chris Sexton I Kathleen Lawrence Greg Ryan I 760-602-4624 760-602-27 41 760-602-4663 f. Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov !: : Gina Ruiz l [Z] Linda Ontiveros Cindy Wong , i 760-602-4675 [ 760-602-2773 I : 760-602-4662 ----- Gina.Ruiz@carlsbadca.gov I Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov I t ' ' 1: Dominic Fieri l 760-602-4664 : -i: . i 1; Dominic.Fieri@carlsbadca.gov ' I, -. ----¥¥-__ , Remarks: . .. . «~~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 11/28/12 PROJECT NAME: SKLZ tenant improvement PROJECT ID:PD 12-03 APN: 212-120-26 PLAN CHECK NO: CB 12-1924 SET#: II ADDRESS: 2081 Faraday Avenue VALUATION: $593,284 D You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt& Inspection Division is required;·· Yes · . No : i C ; - ' 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: fwelch@lusardi.com ,,r° " -.... --· .. ' ---'' PLANNING 'EN.GINEl:RING ' FIRE PREVENTION JI 760-602-4610 ! 760-602-2750 760-602-4.665 "' ' -'' "' -.. .. ~.~....... -,. ..... ~ _.. '' -' '' ... ', -' 'I Chris Sexton : Kathleen Lawrence Greg Ryan 11 ; · ' ' I ! 760-602-4624 -. -. 760-602-27 41 760-602-4663 l Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov i I l ___ ..,.. j Gina Ruiz i Linda Ontiveros Cindy Wong ~ I 760-602-4675 I 760-602-2773 '' 760-602-4662 _.,_. l -. ~ -- Gina.Ruiz@carlsbadca.gov I Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ' ! -l " 1-·-~ Dominic Fieri : 'l -760-602-4664 Dominic.Fieri@carlsbadca.gov " " -~----·-···-------. -' Remarks: : 51(1:~ tenant improve111ent PLAN CHECK NO# CB 12-1924 ·-t)' The· t.and Development 'Engineering 'divsion ht;i_s reviewed the Plan check #1 ~~-- submitted to the Building·c;lfv,sibn. ,Qutstanding_issues will be mar!<ed wfth l.~ '(terns tflat ·confo,:m to permit requirements ate · marked witb I.Llor have f?een 'left blank .. 1. SITE PLAN Provid_e a .fully dimensioned· ~ite pian. grawn t<;> sc·~1e, S-how: . . ' ' ,, - D [Z] North ar'rpw o· [Z] Existing & propos~d'structur,es 0 D Existirig,street irr,provements. D D Property lines (show all.dirriensions) D· c:J Easel'nen'ts D ·. 0 Right-of-Way width ~-adjacent streets .Show on site plan:; ,D D Dralnage .patterns: O· .D Driveway widths o· [2:J Existing or proposed sewer lateral• D CZ] Existing-or proposed water service D= [D Remove City title block from civil pl~ms. A separate grading plan is hot required for. the 9cope of work. Civil plan check will be reviewed as part of the building · set. Additfonal requirements have been incorporated within this checklist. .Q [Z]BL!.ilding pad surf~ce· drajm~g~ mustmaintain a·.JTiinimum slope.,of one-percent towards an adjoining street oran approveo drainage;cour.se. . . · · 0 :OADD't'HE.FOLLO\IVING NQJE: "Fi'nish·g·rad·e will·provi9$ a minimum positive,draitiage of 2% to swale 5' away .from building". · · D [lJ Existing. & pr.qpoi.ed slopes and Jopography · . D WSize, location, ~lignment of existing bf pro.posed,sewer.and water service(s) that serves the project. Each ur:iit requ[res a separ~te·s$ivice; hoWev$r, second dwelling units,and apartment complexes are: an. e1<ception. . 0 [ZJ Sewer and. water laterals sh9uld· riot b.~· located,within p(oposed. driveways, per standards. lliclu~e on fit.le. sheet: D [ZJ ~ite address . D' m Assessor'$,:i:,arcel number D. m Leg~! description/lot numb(;lr ' Q [ZJ Fpr.commer9ial/industrial bJiidihgs c;ll'.ld tenant improvement projects, include: total· building s·G!uare footage with tine. square f9otag~ f9r each c!ifferent use. See example below:· . W. [l] S~.ow all existing us~ of·SF· anq neYl p1:J>po~ed u~.~ of 'SF, · · Exairiple: · · · · · · .. · · · · - Tenant impJovement for 3(;QO _'SF of warehouse to,.3500 SF -of office. Lot/Map N9::. $ubdivision/Tract: .Ref~rence N9(s): Lot.SO Map 118:i;l. ·CT,85-24 Unit 4 / Koll.Development DWG 264-6 / DWG '35:0-3 . Page,2.of 6, REV 6/01/12 • SKLZ tenant improvement PLAN CHECK NO# CB 12-1924 **PENDING** 1st review comments returned to 2. DISCRETIONARY APPROVAL COMPLIANCE [:=J [ZJ Project does not comply with the following engineering conditions of approval for project no.: N/A 3. DEDICATION REQUIREMENTS L6J OOther: PR 12-52 : Encroachment Agreement showing location, nature and extent of work within the water easement has been submitted and is in review. EOW:11/20/12 [Kl 0 **PENDING** 1st review comments returned to EOW: 11/20/12 E-36 PR 12-51: Dedication of water easement for relocation of fire hydrant has been submitted and is in review. 4. IMPROVEMENT REQUIREMENTS D-D All_needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. 00 D Public improvements required as follows: Construction change to existing waterline plan, DWG 350-3. Please submit all items per constn,1ction change submittal checklist, E-4 D D Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441 QO so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. CJ D Future public improvements required as follows: Page 3 of 6 REV6/01/12 ~· I . } :sKLZ tenant improvement PLAN CHECK NO# CB 12.-1924 E-36 5. GR~blNG PERMIT .REQUIREMENTS The c;enditions that reqqire ·a grading permit ar(:l found in Section 15.16 of the Municipal Code. · :o OJnacjequate information. available .on $ite plan to r,nake. a determination on grading · . requirernents .. ,include accura:te grading. qa_antitfes in Cl!Qic yarc;ls (cut, fill, import, export ana. remedial). This Jnforniation must-be. fricluded· on th~ plans. If-no grading is ·proposed write: "NO GRADING'.' · · , · D D ~fading· Perm'it required ... NOTE:· th.e grading permit must be issued and rough .gradlng · . . approval obtained 8r'iorto issuance 6f. a building:permit.' D D Grad~d Pad Qe.rtification, re.qui rec;!. ·(Note: Pad certifib1=1tionmay be require.d even if a grading· permit is :not' .reqµire.d . .) All requirecj dQc;urnentation· must ·be provided to your l;:ngitieering. Construction Inspector The inspector will then provide the, engineering counter-with a releas:e·for the building permit.. D [ZJ No gr1:1ding P<ilrm1t required-, D D Mi~or Grac;ling Permit req,uired. S_ee. attached rnarked-up submittal checklist for project~ spec:ific requirements. · · 6. ·. MiSCELLANEOUS'.PERMITS 0· 0 RIGl:IT ~OF,W_AY PERMiT is sequited_ to· do work ih city .right-of-way and/or private w9rk · · ac;ljacent to the public r;(ght-of-way: Types of work· in·clude, but are not limited tm street improveme.nts,. ·tree tfimmi'ng, drivew~-Y consfn,1cti6n, tying. into public storm drain: sew.er and . · water lJtllities. · · · D {:Z]Right-of-way permit reql!ired:for: AppHcation mu~t be-~ubmitted by cqntractor .at least (2) .weeks in advance of star-ting work within the water easement.· Page4 of6 REVS/01/12 SKLZ_ tenant improveme_nt PLAN CHECI< NO It CB 12-1924 E-36 7. STORM WATER Construction Compliance D D -Project Threat Assessment Form complete. D D Enclosed Project Threat Assessment Form incomplete. D [Z] Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 12-411 ) D D Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance D [Z] Storm Water Standards Questionnaire complete. D D Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. D [ZJ Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/building/Documents/EngStandsw-stds-vol4-ch2.pdf D D Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwl:lter harvesting (rain barrels or cistern)' D Vegetated Roof D Bio-retentions cell/rain garden D Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line 0 Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other: Page 5 of6 REV 6/01/12 $l<LZ teoant improvement . PLAN CHECK NO# CB 12-1924 . ; 9. WATER METER REVIEW Domestic (pot~ble) Use · DD ·D Ifill -8. FEES . o·o DD OD. DD Meter required? · ·$ize.....,..-----,-- Where a · resid.ential 'l,.Jnif is recjUired to have .an automatic fire extin·guishing s1~tem, the minimum: m!3ter -size shall. be. a 1" meter. NOT:E the-connection fee, 'SDCWA system ¢aJYacity, ,charge and the water treatment c;c:1pc;1city charge ·-wiU be b$s.ed· on the size o.f the meter _nec~ssary to .n,eet,-fhe w.ater LI$~. requiremen,ti;. For .resigential units the niinin,pm size meter shali .be 5/8'\ except where t_he .residential unit is l~rgei: than _3,500 square feet or on a lot larger than one..quarter(1/4) acre wher~the meter size-~hc:1H be¾". Required fees have. been eqtereo in building .permit. D:raJnage fee :c1pplicabJe Addeo .square fE;et Adqed square footage in last two years? Dyes D no Permit No. Perm if No. Project bui!tc;1fter 1980 Dyes Ono Impervious SLJrface >: ~0% Dyes D no lrn,pc;1ct unconstr1;1cted facility Dyes 0-no Fire spr.ihkl~rs reqliited Dyes. 0 no (is a~dition over 150' from center line). Upgr~de O y'es. Ono No fees -req\,lired 1 o. Additional Comments Attach!lle~ts: [.J En~lneerlng4pplicatlon [:J StQrmWaterFo.rm C1 RlgM-Qf-WayAppl!¢.ation/lnfo. c:;J Referen9eDocum.~nts E·36 Page .. 6 of 6 REV 6/01112 . r -~ «~~~' ~ CITY OF CARLSBAD Land Development Engineering 1635 Faraday Avenue Carlsbad CA 92008 LETTER OF TRANSMITTAL TO: SHA, INC. 760-931-8700X226 WE ARE SENDING YOU COPIES D Shop Drawings D Copy of letter Dated DATE NO. 1 1 1 1 1 1 1 DATE November 20, 2012 I PROJECT ID. PD 12-03 ATTENTION: Ronald Holloway RE SKLZ Encroachment permit (PR 12-52), easement dedication (PR 12-51) and construction change (DWG 350- 3DELTA1) 1st PC D Under separate cover via -----the following items: D Attached D Prints D Plans D Samples D Specifications D Change Order D ________________ _ DESCRIPTION Marked exhibit A and B of the easement plat (PR 12-51) Water easement grant deed Marked title report Marked Encroachment Agreement exhibit (PR 12-52) Marked Delta 1 construction change (DWG 350-3) Water Department comments (DWG 350-3) Submittal checklists for PR 12-51, PR 12-52 and revision to DWG 350-3 THESE ARE TRANSMITTED AS CHECKED BELOW: D For approval D For your use D As requested D For review and comment D For your action D For checking D Approved as submitted D Approved as noted D Resubmit __ copies for approval D Design only, not for construction D Return __ corrected prints D _______ _ COMMENTS: Please submit the items on the attached checklists with your next submittal. COPY TO: SIGNED: / ) _.,.'-._ •.. ,..... ~ / D6id Rick 760-602.:'27"81 If enclosures are not as noted, kindly notify us at once. Doc ER-99-07 f r «~~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANS MITT AL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 10/15/12 PROJECT NAME: SKLZ tenant improvement PROJECT ID: PLAN CHECK NO: CB 12-1924 SET#: i VALUATION: $593,284 ADDRESS: 2081 Faraday Avenue APN: -- D You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & Inspection Division is required Yes· No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: fwelch@lusardi.com :f . .. -·. ··--·. -···-·- :1 PLANNING ENGIN El;RING " ; .··_FIRE PREVENTION -1 ;, . I 760-602-4610 760-602-;27~6 760-$02-4665 I . ! '' ,,, ._ ... , .. .. , } ' --....... , .. _ .. . ' > .. • ~--••• -~--~---........... ,,., •• . .. ,, , ... ---" "'""~·--"' Chris Sexton . f'PPli 1 caKaithtet.EW JwIDMtl'~~ LJ Greg Ryan I 760-602-4624 760-602-4663 -: contractor atila&~~l4th advance Chris.Sexton@carlsbadca.gov : ofliathl~ne~labadca.gov Gregory.Ryan@carlsbadca.gov _,' J easement. ;7 ' 1 Gina Ruiz f [Z] Linda Ontiveros Cindy Wong l ·-k--760-602-4675 760-602-2773 ~ --j 760-602-4662 Gina.Ru1z@car!sbadca.gov I Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov t· ! 1 l ' l i t -' -Dominic Fieri I I I ! i ' I 760-602-4664 l' l Dominic.Fieri@carlsbadca.gov ·-~---~-H,. ~-.,_ -~~~ .,, I --- Remarks: 1··, r: ·) SKLZ tena.ht lmpro'i/e111ent PLAN CHECK [IJO # CB 12-1924 The Land Development,Engineer'fng divsfon has reviewea the Plan check #1 ,--- submitted to the Building division,. Outstanding is~ues will be marked with l ~J Items that COnfOp;r:J]to permit ,:~qµirements. are· matked with ll of ha.ve been left blank .. 1. .SITE PLAN. Provid~ a f1:1lly dim~ns!oned: site pl~o dra\'.'ln to seal~~ Show: D · [lJ No~h ~rrow D.: rn Existing & proposeq. strtJct1,ires. P:·D Existing streetimprovements · D D Property lines .(show all dimE1nsi6ns) o· LJ Easements . D· · 0.Right-6f-way Width & aqjaqent streets ~hpw on $ite plan: D D Drninage.paiterns . LJ; D Driveway widths t::l. m EXi$tin~. or proposed sewer lateral D [ZJ Existing or proposed water servlce I X · I· D Remove City title block from civil plans_. A.separate grading plan is not required . for th.e scope of work. Civil plan check will be reviewed as part of the building, set. Additional, requirements h9ve biaen incorporated within this checklist. ·D [2]Building_ paq sl.lrface drailiag~ mu$t r:naintain ~-minimum slope of one percent towards an adjoining street or $n approved drainag~ co1,1rse. · 0 . o:ADD·THE FOLLQWING NOT!=.: '',Finish•grade wm· p~ovh;le a minimum positive drainage of 2% to swale 9' ,away .from building": · · D [Z]Existing-~ prqpQ's(:!tj slopes .and, topography .O, [ZJ $ize, lo:caticin, alignm~nt qf existihg or'pr¢posed sewer ·and water service(s) that serves the· project. Each unit.requires a separate service; ·however, s~cond dwelling units and apartment complexes are an exception. D' m Sewer and water l~terals.should not be located within propOSE!d driveways, per standards. Include on title sheet: D [lJ .Site addres$ ·o [ZJ Assessor's parqel··nurriber D [Z]Legal description/lot number 00 D For conimercial/ihdustrial.builc;Hngs a.nd.tenarit improvement projects, include: total buildihf! square footage with· t)lei. -!?quare footage for ,each different use. See example bel9vf [Kl O'S how all existing use .of SF ,ari.c! new proppsed .use of SF. Ex~mple:· · · · · · · · · · · · · · · Tenant improvem~nt for :~soo :SF of warehouse· to .3500 SF of office. Lot/Map No.: Lot 50 Map 11811 Sµbdivision/Tract: Cr 85-24 l:Jni.t 4 / .Koll Dev~lopm~nt Reference Nb(s): DWG 264-6 /' DWG 350,-$ Pag_e 2-of 6 REV 6/01i12 S_KLZ tenant improvement PLAN CHECK NO# CB 12-1924 E-36 2. DISCRETIONARY APPROVAL COMPLIANCE c=i [ZJ Project does not comply with the following engineering .conditions of approval for project no.: N/A 3. DEDICATION REQUIREMENTS [K] OOther: 000 Encroachment Agreement showing location, nature and extent of work within the water easement. Submittal fee $325.00 and checklist, E-6 can be found on the Engineering application webpage: www.carlsbadca.gov/development-forms Dedication of water easement for relocation of fire hydrant. Existing easement attached for reference. Submittal fee $629.00 and checklist, E-5 can be found on the Engineering application webpage: www.carlsbadca.gov/development-forms 4. IMPROVEMENT REQUIREMENTS D D All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. 00 D Public improvements required as follows: Construction change to existing waterline plan, DWG 350-3. Please submit all items per construction change submittal checklist, E-4 D D Construction of the public improvements must be deferred pursuant to Carl~bad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441 QO so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. D D Future public improvements required as follows: . Page 3 of6 REVS/01/12 SKLZ tenant improvement ·plJ\N ·CHECK NO# CB 12-1924 . : *;,I<* Pleas~ acknowledge *·**· 5. ~RADING_ PE.RIVIIT REQUIREMENTS The conditions that .reql,lire a grading permit are founo io Section 15.16 of the Municipal ¢ode. · D Olnadequate information avail$ble . on site plan to make a determination on grading requirements. Include· ac:::curate ,grac;ling .quantities in cubi.c yaros (cl:lt, fill, import, export and remedial)·. This informat.ion mu,st-Qe iil?luded ,on the pl~ns, If no grading ·i$ p11oposed write: "NO GRAOING'.' CJD Grading .Permit rEl8tJired .. _NOTE: • The qra~_i_ng per!ilit must be issued and rough grading approval obtained prior to issuance of. a ·building permit. D D Graded Pad C~rtificeiti<;>n required. (Note: Pad certifiqation may be required even if. a grading p·ermit is not reqyired.) All-r~quired· docUmentat_ion mtJst be provided to your Engineering Con$tructiori lnspecfor . . . The inspector will .then· provide th\3 engfn~Elring ¢ounter·with a relea$e for the building permit. D m N~ grading permitreql,lired. D O MJnor Grading F>~rmit requir~d. ·see ;attached marked~up submittal checklist for project- . · $pe<;:ifi9 requirements. · 6. .MISCELLANEOUS PERMIT$ · O,CJ~IGHT~OF~WAY PERMFr is· required to de _work jn city right-of-way and/or private work adjacent to the public right-of-way: Types of work incluqe, but are not limited to: street · improvements, 'tree trimrnibg, driveway constru·ction, tying into public storm drain, sewer and w~ter utilities. D [l] Ri_ght-~f-waypermit required for, Application· must be submittec;I ;by contractor ;at least 12) weeks in advance of star:tin~ wor:I< within the watereasement. Page4-of6 REVS/01/12 -~---- ;, " ' •• SKLZ tenc;tnt improvement PLAN CHECK NO# CB 12-1924 E-36 7. STORM WATER Construction Compliance D Cl Project Threat Assessment Form complete. D D Enclosed Project Threat Assessment Form incomplete. D [ZJ Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW 12-411 ) D D Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development CSUSMP} Compliance D [Z] Storm Water Standards Questionnaire complete. D D Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. D [lJ Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/building/Documents/EngStandsw-stds-vol4-ch2.pdf CJ D Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) D Vegetated Roof D Bio-retentions cell/rain garden D Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line D Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other: Page 5of 6 REV 6/01/12 SKt:_?:·Jenant:irnprovernent PLAN CHECK NO# CB l;i-192,t · 9. WATER METER REVIEW' ~ ' . . , . Dome$tic (potable) Use D:.D OIFvll *** ·8. FEES O:·D Pending ~o-be reviewec.f D, D ,9nce breakdown of :Office/gym/etc: is \provided for an accurate ! assessment..offees. **·* D:D Meter req4ired.? Si;te __ .. -'----- Where a rEl·sitjentiaj uriit is, required. to. ·have an automatic fire extinguishing system, the minilT)um meter size,. shall be a 1" meter. NOTE: ·the c;onriectiQli fee, '$DCWA' system capqcity charge and the . water t,n~?tment capacity ch~rge will be, pased on the· size of the meter necessary to meet the Wate.r ·use requireme.nt,s. For residenti~I units the minimum $ize_n,,eter shall-be 518", except where :the residential' l:ln'it is:_l~r~er than 3,.500 square feet or on a lot larger than one quarter (1'/4) acfe wbe.re.the meter size shall be¾". Required fees have b.een entered in· building permit. .Dr.ajnage fee appiicable · Add.e.d ·sq4cire .feet Adtje.c:! ·square footage· ir\ lasttwo years? Dyes D no P'ermitNo, Permit Np .. Prqject ·built:afte.r 1980 · Dyes Ono imperviou~ suri$ce > .50% O yes Ono _ lmpc!ct unc~.nstructed facility O yes D no Fire sprinklers}equir.ed Qyeis Ono .(is adaliioh-over 150' .from center line)· Upgrade D ye$ Ono No fees .requir~d · 10. Additional Comments Attac;:hments: D Engineering Application .LJ Storm Welter Form O Rlght"of-Way Appllc~tlon/lnfo. LJ Reference Docun:ien~s E-36 , :!?age 6' of 6 .REV 6/01/12 .. • . -I ,. «t~ ~ CITY OF ARLSBA STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE -./ My project is not in a category of permit types exempt from the Construction SWPPP requirements -./ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). -./ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) · -./ My project will not result in 2;500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARPS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE . MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. E-29 o/2..-A()/Z. ~ STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. . 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of3 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION SiteAddress: ~~( ~ Assessor's Parcel Number: ______ _ Project ID: ce, 12-~ L°t..-Z..,4 Construction Permit No.: $lt...J l 2 -4 l ~ Estimated Construction Start Date ____ _ Project Duration ____ Months r Emergency Contact: NameC\or~S ~ ~f-- 24 hour Phone:L~0-5$Dl-.s34f:3 ,.__ Perceived Threat to Storm Water Quality ~ Medium D Low If medium box is checked, must attach a site ,plan sheet showing proposed work area and location of proposed structural BMPs REV 4/30/10 l Best:Management Practice (BMP) Description ? CASQA IJ~si~natlon "7 C.onsti"L!ction Activity Gr.ading/S.oil Disturbance T nenchJng1&ca:vauon . ' ;_§,to.CkQ.ilihg~ ' D'rilling/Boiing . C<;iri'crete/Asphalt.Saw ·-cutting · Concrete··fiatwork , . .,, Paving Conduit/Pipelnstallatioh. · Stl.ici:o/Mortifr:Work · · ·Waste'.Disp_osar: Sta9.irig/Lay.1Down Area. Equipment Maiiiteharice and Fueling H_iiiafpous .Substance· Use/Storage '.Dewateririg .. ,Site Access •Acro·ss,Dirt· O.thehlist): "' Erosion Contrql BllliPs ro _,_ r.n 2 oi -02, C C ca o6 ·-ca?: "' "' -§ "'Cf)'·,!: w -w ca ~ ~ is~ o .m "O -~ -gr . (1) O O t::·-C. a> o,ro~ :Q 0 S WQ Cf) ·r---0 µJ 00 6 w 0) 0 w ..... 0 ·LI,! Q) (.) C Q) LL ±:, i:i5 ..... LU ·en . C. ~ 'E Q) E 'o .Q). ·en cl:, LU. en SedimentCotjtrql BMP.s. "Cl C ca E (!)' qi Cl ... 11u· .5 -~-C ~ ro -= .E . "' ~ =o _,., .. rx: (.) "" Q) .w .c .C· 0 ii: C) ·c'il w C> CO· :::s 6, _ en E ca (I) ,-::l .0 > _Q) ::l -o· ro·.~u c: t'5 u.i~ ~ X en '9 I· 9 I r-;-w w·. w en-·en . en c6 LU en ~-:>( * C 'iii ·c ... 0 O:g §2 00 ?nt 0, ..... I w en '><'.'I' Tracl~ihg Control BIYIPs C ,C 0 0 n t5 2 2 ,~ en ~ 0 en 0 () ~ () ~ kl:! ~ ~ ~ gi ~::: :c ~-:a~-• ca C)· ca o . u5 E -q5 rx: Non-Storm Water MariagemeriU3MPs § g> -:;::;· =a ca C 2: ·c: ~ (!) 'C:: "0' f/, O en C r 0 w ca ''-_CJ 0) (I) C· 15· co ·s; s .[I!_ § ~ ~E ~ I Ql :0 .El o· a. 'E Q) E .9-·::, O' w ·'C C ca c: ~;·'= ~ ill ><:;> -0 ·C ,ca 2:-w· .::: "iii 0 iii a ·c C 2 f Waste M<!riageinen.t.and-Mat~rials Pollu\ion,c;on~rol-BMPs Q), ·"' ::i iii ·c: 'E (I) -~ C)' ca .c ca 2· ~ ·a. -"' (.) ·-o C ca (I). -> . "' . ca ct s == ' :E 2 "' . ·ca s-:: "en . ::l 0 12 2 "'' ~~ Q) .. e1 g. ca C 2 ci, * 2 .8 en. j~ (I) .~ '~: ca N' ·ca 1·: 0 -o:_ .er. . • Ir. ' . rh 'rh ' rh ch . . :i . ~ ~ ~ . ~ ' ::/; ~ ..... I N I ,. 'r I cl:, • ·1 I'--I 00 I I ..--· . , (\J 1· C'). I 'St I 10 ,. CO, I a:, 1-I-' · -z . z z.. .z . s : s s · s • s· s s ·1·x.; I~ ........ . c,...,;,c ,~ ,)( . . Instructions: Begin by reviewi(lg the list of construction activities and checking the box to the left of any activity that'will occ,ur during the proposed construction. Adel any other activity del:)criptions in-the blank activity description boxes provided for that purpose and place a check in tlie box immediately to the left of the added activity description. For each activity descrribed, pick one· or more bel:)t management.practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. F.or Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the·list for something that applies such as "Stabilized-Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get t9 the "Stabilized Construc;:tion Ingress/Egress" column and place ari X in the b_ox where the.two meet. As another example. say the project in.eluded a stockpile that you intend to cover with a·plastic sheet. Since plastic sheeting is not on · the-list ofBMPs, theri write in "Cover with .Plastic" in.·the blank column,uncjer the head[ng Erosion Control .BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover, with .Pl~stic" column. ' To IE\am more about what·each ElMP cjescriptioh means, you may wish'to review the BMP Reference Handout prepared :tq as~ist applicants jnthe selecii,on of _appropriate !3est Management Prac;tice meas1,1res. The reference also explains :the California Sforrnwater Quality Association (~ASQA)_ designation and how t,o 9pply the various selected BMp;;-to a,project. ·E-29 page 2 of3 REV 4/30/10 l .. l. 00 ~<~ ~ th ~ LEGEND Fl.(Jfl t/NC ()lff£C1'0N (TYPFCN. LOC,HION OF fJIIPs SHOlf/N ON PLAN) CONSTRUCTION BMPS (D Sll.TmlCC(SE-t} Cg) GRAl,(1. BAGS ~c,,: DAl,IS ANO 8£RMS (SC-4. AND SC-6} @ smrrr SWCE:PfNG AND VACUUMING (SC-7) 0 STORM DRAIN INl.fT PROTECTION (SC-10) ...., @ PAWIG AND GRINDING oPfRATla.lS (NS-;J) @ =~S=~~~TKW ~ .,,..,,.,., (Sf-J. lfl-1. llf-2,. .,_J. 111'-4, .,_.,_ NIO ,.,_,,) ~ -- ? .J PAGs-~ I J j _,1 \'~ Of- I << Y' 0 y $ f I I :j I Q) I ~" I ci \\ \{) \ \ C 0 /\ «> n..al'III.Wlalf,..._IGIIS-t AU.MmSSMJ"_._.,.__,lllllllLIEO/!JI-Sa-JG"*VDIIF .-.MIIIUA-a,__., .. _,a.Mr!. aP"S ._,,_,IS -I. :.C~si1~.#=--sa&IP~-=JO --- 4,. ML ...--C~lfllCDSSWLIE•l"IA«AT N'De OF POI-IMYaa H lnC(IIIMY ... ,-.,,Y~ £IIQ!DS ,_,.,,awar (-.-1 MO 011D -SIW.I. IE...,._ ---: ~=-=='~~=A:.:::.==IC __,.Mltll:U......, .., ............. VICINITY MAP ""' PROPERTY PROFILE bltA.1nc. 'AS BUILT' ~ pmnlnQ. eWI engr,eemg' ~ IICE__ o,p___ .. n: 5115 A.\£NCA ENONAS 20' 10' O' 20' 40' flO' SLnTE •L• ..,,,.,... ... SCAL.£, r • 20· CAfll..S9AD. CA. 92008-4Ja7 (7fj()) i.31-8700 -.CTIIR -----....----- l::rll C1U9.t,~ II~ Ill lllll~z I ~& I I I I I .... ,mn, ... :; OA1l. ~ ~~ .~~-~ 1sr~ 11 PRO.ECT ~ 1UIIA-, REVISION OESCRtPTION & ~ CITY OF CARLSBAD INSTRUCTIONS: STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices {BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that-the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Section 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. Does your project meet one or more of the following criteria: YES NO 1. Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, X condominium and apartments 2. Commercial -greater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial X nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildinos; public warehouses; automotive dealerships; airfields; and other lioht industrial facilities. 3. Heavy Industrial I Industry-greater than 1 acre. Examples: manufacturing plants, food processing plants, metal X working facilities, printing plants, and fleet storage areas (bus, truck, etc:)- 4. Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, X 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the X land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hvdromodification requirements. E-34 Page 1 of3 REV 1/14/11 ~ Al "?;i,it,,, ~~<';;-,· ¥ .. CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I SECTION2 SIGNIFICANT REDEVELOPMENT Complete the Questions below reaardina vour redevelooment nrolect: YES NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating X Development ProJect (see definition in Section 1). If you answered NO, please proceed to question 2. If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT reaulrements. Please check the "meats PRIORITY DEVELOPMENT PROJECT rAnuirements• box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) J<. If you answered YES, please proceed to question 3. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP reauirements" box in Section 3 below. 3. Is the project solely limited to Just one of the following: a. Trenching and resurfacing associated with utility work? )( b. Resurfacing and reconfiguring existing surface parking lots? )( c. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? X d. Replacement of existing damaged pavement? X If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP n:,nlJirements· box in Section 3 below. 4. WIii your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1)create more than 2500 square feet of )( lmoerrneable surface or £2\ increases imoermeable surface on the nrnn<>rtv bv more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the •meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements· box in Section 3 below • . 1 SECTION3 Questionnaire Results: 0 )4 My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storin Water Management Plan for submittal at time of applicatio My project does not meet PDP requirements and must only comply with STANDARD STO l"ER EQUIREMENTS per the SUSMP. Address: '2..0fJ\ E-34 Applicant lnfonnation and Signature Box Assessor's Parcel Number(s): '2..\1.--\1.o ..-Ut:, Applicant Trile: ~1--1--,.,,.,,.-t-, Page3of3 NO REV3/23!10 6. 7. 8. 9. 10. 11. 12. «~ ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www .ca rlsbadca .gov Hillside development. Any development that creates more than 5,000 square feet of impervious surface and is located in an area with known erosive soil conditions, where the development will grade on any natural slope that is X twentv-five oercent (25%) or areater. Environmentallv Sensitive Area (ESAJ1. All development located within or directly adjacent2 to or discharging directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the X ESA), which either creates 2,500 square feet or more of impervious surface on a proposed project site or increases the area of imperviousness of a proposed proiect site 10% or more of its naturally occurring condition. Parking lot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban X runoff Streets. roads, hiqhwavs. and freeways. Any paved surface that is 5,000 square feet or greater used for the X transportation of automobiles, trucks, motorcycles, and other vehicles Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet X Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than X 2500 square feet of impervious surface or (2) increases impervious surface on property by more than 10%. More than 1-acre of disturbance. Project results in the disturbance of 1-acre or more of land and is considered a Pollutant-generating Development Project4 • X .. .. 1 EnVJronmentally Sens1t1ve Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surrounding pervious surfaces. INSTRUCTIONS:, Section 1 Results: If you answered YES to ANY of the questions above, your project is subject to Priority Development Project requirements. Skip Section 2 and please proceed to Section 3. Check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. Additional storm water requirements will apply per the SUS MP. If you answered NO to ALL of the questions above, then please proceed to Section 2 and follow the instructions. E-34 Page 2 of3 REV 1/14/11 «~{> ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 DATE: December 28, 2012 PROJECT NAME: SKLZ PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.1mv PLAN CHECK NO: CB 12-1924 SET#: 4 ADDRESS: 2081 Faraday APN: 212-120-26 ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Shannon Werneke A Final Inspection by the Planning Division is required [ZI Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Todd Terranova, Nick Foussianes, Kevin Defreitas For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov [x] Shannon Werneke D D Dominic Fieri (760) 602-4621 760-602-4664 Shannon.Werneke@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: REVIEW#: 1 2 3 [gl [gl [gl P-28 Plan Check No. CB 12-1924 Address 2081 Faraday Avenue Date November 20. 2012 Review#1 Planner Shannon Werneke Phone (760) 602-4621 Type of Project & Use: Office T/1 conversion to office and gym Net Pr~ject Density:N/A Zoning: C-M General Plan: Pl Facilities Management Zone: __ CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ · (For non-residential development: Type of land use created by this permit: Office and Athletic Gym) Legend: [gl Item Complete Environmental Review Required: D Item Incomplete -Needs your action YES O NO [gj TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO [gj TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal _Zone? YES O NO Jg]. CA Coastal Commission Authority? YES O NO Jg]. If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Deterr,:iine status (Coastal Permit Required or Exempt): Habitat Managemer,it Plan NIA Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO [gl (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D NIA [gl Page 2 of 4 07/11 Site Plan: lZI lZI lZI D D lZI DOD D D lZI DOD Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES O NO lZ! 2. Project complies: YES D NO.IZl Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 30' {College and Faraday) Shown 30' Required __ Shown __ Required 20' (Rutherford) Shown 20' Required __ Shown __ Required n/a Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: 4. Height: 5. Parking: Required: 50% max Shown 36.3% Required_· _ Shown 34' Spaces Required 300 Shown 304 Warehouse: 104,900/1000 = 105 Office: 39,989/250 = 160 Gym: 6,943/200 = 35 Additional Comments See Attached OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 3 of 4 07/11 «~ ¥ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 DATE: December 20, 2012 PROJECT NAME: SKLZ PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www .ca rlsbadca .fl.ov PLAN CHECK NO: CB 12-1924 SET#: 4 ADDRESS: 2081 Faraday APN: 212-120-26 D This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the Division is required D Yes D No You may also have corrections from one or more of the divisions listed below.· Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. IX] 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: Todd Terranova, Nick Foussianes, Kevin Defreitas For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION · 760-602-4610 760-602-2750 760-602-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ~ Shannon Werneke D D Dominic Fieri (760) 602-4621 760-602-4664 Shannon.Werneke@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: REVIEW#: 1 2 3 IZl IZl IZl P.-28 Plan Check No. CB 12-1924 Address 2081 Faraday Avenue Date November 20, 2012 Review#1: Planner Shannon Werneke Phone (760) 602-4621 Type of Project & Use: Office T/1 conversion to office and gym Net Project Density:N/A Zoning: C-M General Plan: Pl Facilities Management Zone: __ CFD {in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: Office and Athletic Gym) . Legend: IZl Item Complete Environmental Review Required: DATE OF COMPLETION: D Item Incomplete -Needs your action YES O NO IZJ TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO IZJ TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO .IZl. CA Coastal Commission Authority? YES D NO .IZl. If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan N/A Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO IZl (Effective date of ln.clusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form {form P-20) completed: YES D NO D N/A IZl Page 2 of 4 07/1 1 Site Plan: [2J [2J [2J DD~ ODD DD~ ODD Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. · City Council Policy 44-Neighborhood Architectural Design Guidelines t. Applicability: YES O NO ~ 2. Project complies: YES D NO.[gl Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 30' {College and Faraday) Shown 30' Required __ Shown __ Required 20' {Rutherford} Shown 20' Required __ Shown __ Required n/a Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ · Structure separation: Required __ Shown __ 3. Lot Coverage: 4. Height: 5. Parking: Required: 50% max Shown 36.3% Required __ $hown 34' Spaces Required 300 Shown 304 Warehouse: 104,900/1000 = 105 Office: 39,989/250 = 160 Gym: 6,943/200 = 35 Additional Comments See Attached OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 3 of 4 07/11 PLANNING COMMENTS . CB 12-1924, Plan check #4 1. Landscaping follow-up comment. The landscape plan shall be near approval prior to Planning signing off on the building plans. Confirmation will need to be made that any comments which need to be addressed will not affect the site plan layout (i.e., confirm that any required landscape planters, if applicable, are incorporated into the site plan). Please coordinate any changes required with the landscape architect. 2. Repeat comment. Please submit confirmation from the CRC Owners' Association that the chain-link fence along the southern property line is acceptable. Planning response: The CRC correspondence staff received from Nick Foussianes did not reference the use of chain-fink fencing. P-28 Page 4 of 4. 07/11 , «~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANS MITT AL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/26/2012 PROJECT NAME: SKLZ ADDRESS: 2081 FARADAY AV PROJECTID:CB121924 APN: PLAN CHECK NO: 4 SET#: 1 .. 1Z] This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required igJ Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the ·attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: 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: ... ... .. ,, " ,' "'' ' . ' -,-,,. ... ,,.,, '" ', : .. .,,·' ,' > " : : · : ;F1:R1: t:>a:eveN110N: .. : ;\ " · ,. PLANNING ' ,. .ENGI.NEE·RlNG ' .. ,• ,' > I < ~ ' ,' . ' . ·. ' ~ : " 16Q-6Q~-46:t0 . . · 760~602~2750 ·. . iGO-G02JiG6$ S • ' ' > > ' ' '"' .. . . ... ';' ' '> .. D Chris Sexton D Kathleen Lawrence [g] Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Carlsbad Fire Department Plan Review Date of Report: Name: Address: Permit#: Job Name: Job Address: Requirements Category: Tl, COMM 12-26-2012 LUSARDI CONSTRUCTION COMPANY 1570 LINDA VISTA DRIVE SAN MARCOS, CA 92069 CB121924 SKLZ 2081 FARADAY AV CBAD Please review carefully all comments attached. CITY OF CARLSBAD FIRE DEPARTMENT-APPROVED: W/ NOTES Reviewed by:_· ____.4...__ft-+---- THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. NOTES: 1. A Photometric Test Shall Be Conducted Prior To Final Inspection During Pre-Dawn Or Evening Hours When Ambient Light Is Non-Existent. The Purpose Of This Test Is To Evaluate The Effectiveness Of The Exit Identification Layout And Visibility As Well As The Building's Interior Lighting During Power-Outage. 2. As With The Emergency Lighting Test, A Test Of The Occupant Notification (Fire Alarm-Water flow) Shall Be Conducted Prior To Final Inspection. Entry: 12/26/2012 By: GR Action: AP CORRECTION LIST 2ND Back Check Daryl K. James & Associates, Inc. APPLICANT: Brad Fitzpatrick, Applicant (760) 744-3133 x1217; bfitzpatrick@Lusardi.com PROJECT NAME: SKLZ T.I. BLDG. DEPT CO.PY Page: 1 of 10 Rehecked By: Robert Salgado Plan Check Date: 12111/2012 JURISDICTION: Carlsbad Fire Department PROJECTADDRESS: 2081 Faraday Avenue PROJECT DESCRIPTION: CB12-1924. The SKLZ T.I. project involves a tenant Improvement (Tl) within an (E) 2-Story commercial building with work restricted to the 1st Floor only, which covers an interior area of 15,860 S.F., and an exterior area of 26,740 S.F. Scope of work to include: Interior/exterior up-grades, new non-bearing partition walls (rated and non-rated), doors, suspended grid & tile ceiling, mechanical, electrical, and plumbing, and exterior improvements which includes two (2) new swimming pools. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: 1. V Please provide an explanation or note on this correction list or copy ( or separate document) of how, and where each correction item has been addressed. The Architect/design professional did not provide a written response sheet. The applicant promised to send an electronic document but it was not delivered as promised. Note: The written responses from the Architect, Contractor, and/or Engineer must include the following plan review items: Sheet number, note number, detail number, legend number, table reference, etc. 2. All Additions, Changes, Corrections, Deletions, Modifications, or Revisions to the plans must be clouded and provided with numbered deltas and revision dates. 3. If obtained, ·please email a popy of comments from Esgil to: flsreview_inspection@roadrunner.com 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspection@roadrunner.com to AVOID DELAY, PLEASE SEND REVISE6 PLANS, WITH NOTES T-0 COMMENTS, DIRECTLY TO: Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 1 FIRE AND LIFE SAFETY COMMENTS (non-structural plan review): SHEET T1 .0, TITLE SHEET/INFO: 1) I/Revise the "Drawing List" (sheet index) to show each-and every drawing associated with this permit; currently, the drawing list is missing the sheet numbers and sheet titles for the mechanical; electrical, and plumbing drawings (MEP). The Architect/design professional did not update the sheet index, MEP drawings are still missing. VTHESE ITEMS HAVE BEEN ADDED TO SHEET T1.0 UNDER DRAWING LIST. 2) v'To ensure accuracy of the Code Analysis, please clarify which portion of the T. I. meets the definition of an "A-1" occupancy. Refer to use and occupancy classifications in Section 303 of the 201 0 CBC, or otherwise delete if not applicable. The Architect/design professional did not address this comment, there is no A-1 occupancy (performing arts or motion picture operations) listed under this permit. VA-1 WAS NOTED INCORRECTLY AND HAS BEEN DELETED ON SHEET T1.0 UNDER PROJECT DAT A/SQ/FT. 3) v'Revise the Project Data/SQ/FT title block _(code analysis) to show individual area dimensions (SQ{F:T) of each individual use or occupancy (Sum of the Ratios) to account for a total of 15,860 S.F. in the proposed mixed use tenant space. Refer to the 201 0 CBC, Sections 302.1 and 508.4.2. The Architect/design professional did not provide the sum of the ratios calculation/tabulation for all occupancy groups covered under this permit. The construction type in the code analysis is shown as V-B, and area of the A-3 occupancy is shown as 7,880 SQ/FT. Table 503 in the 2010 CBC restricts the area of an A-3 to not more than 6,000 SQ/FT. Clarify any fire sprinkler substitutions, and/or clarify_ how the over the allowable area condition will be addressed. VTHIS INFORMATION HAS BEEN ADDED TO SHEET T1.0 UNDER PROJECT DATA/SQ/FT. 4) v'Revise the Project Data/SQ/FT title block (code analysis) to specify which use or occupancy assumes the major use in the proposed mixed use tenant space. The Architect/design professional did not address this comment. Which occupancy will be considered the major use? The A-3 or the B occupancy? The occupancy (A-3 or B) not designated as the major use cannot be accessary to the major use. This is due to both areas (SQ/FT) occupying more than 10% of the building area. Revise the partition/floor plan to show a one-hour separation between the A-3 and B occupancies in accordance with 201 0 CBC, Table 508.4. The door schedule must also show rated openings at the 1-hour separation. v'The revised drawings. have a box called "plumbing occupant load analysis" with occupant load information for A and B occupancies. v'THE INFORMATION HAS BEEN ADDED TO THE TITLE BLOCK PROJECT DATA/SQ/FT ON SHEET T1.0. 5) v'Revise the Project Data/SQ/FT title block (code analysis) to show to fire protection systems that may serve as part of the design and construction of this Tl project, or clarify if any of the following systems are existing, or that are expected to be modified to accommodate the new floor plan configuration: a. (E) Fire Sprinkler System to be modified or otherwise extended: YES or NO b. (E) Fire Alarm and Detection System to be modified or installed as new: YES or NO The Architect/design professional did not provide an explanation or answer questions a. and b. WE ARE GOING TO MODIFY BOTH THE FIRE SPRINK:LER SYSTEM AND THE FIRE ALARM AND DETECTION STYSTEM A.ND WE UPDATED THE TI.O PER COMMENT 7 BELOW. 2 6) vThe "Lounge" labeled room #123 on Sheet A101, by its use, most closely resembles an "A-3" occupancy. The area of the lounge (L x W) is not clearly defined, specifically, the portions that interconnect with Corridor #118 and the multi-purpose room #122 (A-3 Occupancy). Sheet A011 shows room #123 (860 SQ/FT) with an occupant load of 9. This calculation is incorrect; the O.L. Factor should be 15 instead of 100. The current floor plan layout of the entire 1st Floor in the SKLZ tenant space exceeds 300 occupants. Please consult with the Carlsbad building and safety department to verify the use and occupancy of the adjacent tenants located on the 1st and 2nd floors; records should show their current occupant loads. If the combined occupant load of all floors in this building, including SKLZ is 500 or more, then the SKLZ T.1. will require a fire alarm system in accordance with the 2010 CBC, Section 907.2.2. tl'THE LOUNGE, RM 123, IS NOT CONSIDERED AN ASSEMBLY AREA AS PART OF THIS DESIGN AS THE USE AND FUNCTION OF THIS SPACE IS MORE CLOSELY RELATED TO AN EMPLOYEE LOUNGE OR BREAK AREA OR CUSTOMOER LOUNGE. THE AREA IS USED AS A PLACE FOR THE ATHLETES TO SIT AND WATCH TELEVISION OR USE A COMPUTER AT THE BAR HEIGHT DISPLAY AREA. THE SPACE IS FURNISHED WITH SOFT SEATING AND A POOL TABLE OR TABLE TENNIS AND HAS A VERY LOW USE OCCUPANCY. WE CONSIDER THIS SPACE ANALOGOUS TO A COFFEE AREA OR BREAK AREA AS PART OF A BUSINESS OCCUPANCY. WE DO NOT BELIEVE THAT CLASSIFYING THUS AREA AS AN ASSEMBLY USE IS APPROPRIATE IN THIS DESIGN AND FUNCTION. 7) v Add a "Deferred Submittal Items" title block onto Sheet T1 .0. The text within the block must reflect the exact wording shown below: va. Fully-Automatic Fire Sprinkler System, California 2010 Fire Code, Section 903, and NFPA 13, 201 O edition. Consult with the city of Carlsbad Fire Marshal for specific design criteria. vb. Fire Alarm and Detection System, 2010 CFC, Sections 907-907.2 (for all uses, or occupancy groups associated with this project), and NFPA 72, 2010 edition. Specify type of system: Manual or automatic, or combination automatic/manual alarm and detection system. The Architect/design professional did not add the box or text as noted above. v NOTES A AND B HAVE BEEN ADDED TO SHEET T1.0 UNDER DEFERRED SUBMITTALS. SHEET A011 1 EGRESS PLAN: 1) vRevise the multi-purpose room (#122) floor plan to show all of its exit access doors opening outwards in the direction of egress travel (leading to an exterior exit). Coordinate the door swing revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. The Architect/design professional did not address this comment; all doors do not open in the direction of travel. VTHIS DOOR IS NOT REQUIRED FOR EGRESS AND IS NOT USED FOR THE EGRESS CALCULATIONS. THERE IS ~O EXIT SIGN AT THE DOOR. WE HAVE CHANGED THE SWING OF THE DOOR TO OPEN INTO THE TRU\IING FLOOR ROOM#110 AND ADDED PANIC HARDWARE HOWEVER, DUE TO THE AFOREMENTIONED, WE ARE NOT USING IT AS A MEANS OF EGRESS INTO THE TRAINING FLOOR AS THE OTHER TWO DOORS SATISFY THAT PURPOSE. 2) vThe adjoining tenant space on the other side of doors "E" and "F" is not accessory to the SKLZ tenant; therefore, exit access doors "E" and "F" cannot" serve as part of the required means of egress from training room #110, as egress through intervening spaces is prohibited; refer to the 201 O CBC, Section 3 1014. The electrical design professional did not address this comment on the electrical drawings; the plan shows exit signs at these doors. VS.EE REVISED A011 EGRESS PLAN 3) v' Door "D" opens into an exit stairway enclosure, thus causing a condition where the occupants from the 1st and 2nd floors converge at the same location to use the same exterior exit door. Therefore, the width of the exterior exit door must accommodate the sum of the two floors. Refer to the 201 O CBC, Sections 1004.5 and 1004.9. Consider an alternate design that complies with the provisions of the 2010 Chapter 10. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. The Architect/design professional did not address this comment; no change to door "D." v'DOOR "D" ENTERS AN EXIT· STAIRWAY ENCLOSURE SEPARATED FROM OTHER INTERIOR SPACE AT A SEPARATE LEVEL FROM THE OCCUPANTS ON THE ME:ZZANINJE FLOOR AND DO NOT CONVERGE AT AN INTERMEDIATE LEVEL. THE EXIT AND EXIT DOOIR SERVE MORE THAN ONE FLOOR THUS PER CBC SECTION 1004.4 ONLY THE OCCUPANT LOAD OF EACH FLOOR IS CONSIDERED INDIVIDUALLY TO COMPUTE THE REQUIRED DOOR CAPACITY. WE HAVE CONFIRMED THE OCCUPANT LOAD FOR THE CURRENTLY OCCUPIED MEZZANINE FLOOR DOES NOT EXCEED THE EXIT CAPACITY AT THE EGRESS DOOR AND THE EXIT CAPACITY IS NOT DECREASED FOR EITHER THE 15T FLOOR OR MEZZANINE FLOOR IN THE DIRECTION OF EGRESS TRAVEL AND FEEL THIS CONSTITUTES A COMPLIANT EGRESS ARRANGEMENT. 4) v'The corridor does not have to be 1-hr rated construction due fact the building is sprinkled; however, the design of the corridor and how it functions, as part of the means of egress, still has to comply with the 2010 CBC, Section 1018;· the proposed design shown on the egress plan does not meet the intent of corridor continuity. The required exits at the lounge and the multi-purpose room must open to the exterior of the building, or through a corridor that leads to an exterior exit door. All ends of the proposed corridor are interrupted by intervening rooms or adjoining spaces. Consider an alternate design that meets the provisions of the 2010 Chapter 10. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. The Architect/design professional did not address this comment; the ends of the corridor are still interrupted by intervening rooms and adjoining spaces. Do the pair of exit doors adjacent to entry 101 open directly to the exterior of the building or do they open into another interior building space (intervening room)? Clarify existing panic hardware at the pair of exit doors adjacent to entry 101. Also clarify panic hardware at the exterior exit across from room #114 and adjacent to the corridor#102 marking. v'The Corridors #118 & 102 extend the full length of the proposed tenant improvement and terminate at the east end· at a pair of egress doors leading directly to the exterior and a single egress door adjacent to the lounge leading directly to the exterior. The corridor #118 extends to the door location adjacent to the lounge as illustrated in the egress plan A-011. The lounge area at this location operates similar to a reception area and is located adjacent to the corridor egress and egress is not required to pass through the lounge area. This condition is consistent with the intent of CBC Section 1018.6. The exits from the iounge lead directly to the exterior and to Corridor #118. The exits from the Multi-Purpose Room #122 lead directly to Corridor #118 and to Corridor #107. Corridor #107 provide direct access to Corridors #118 & #102. This egress arrangement meets the intent of CBC Section 1018 and as the building is provide with an automatic sprinkler system the corridors are not required to be rated construction. 5) v' Revise the egress plan to show "panic hardware" at all required exit doors that serve areas, rooms, or spaces with an occupant load of 50 or more. Refer to the 201 O ·cBC, Section 1008.1. Coordinate the revision with the floor plan layout shown on SHEET A 101, PARTITION PLAN, and the door schedule. 4 The Architect/design professional did not address this comment. Show existing panic h_ardware at all exterior exit doors serving as part of the means of egress. v" SEE REVISED SHEET A011 EGRESS PLAN. 6) v" Provide a separate egress plan that depicts the required means of egress at the exterior pool and turf area, and remaining outdoor area {26,740 S.F.) that is listed as part of the scope in this permit. Refer to the 201 O CBC, Sections 1004.8, and Table 1004.1.1; Coordinate the revised layout with SHEET AS101, ENLARGED ARCHITECTURAL SITE PLAN. v"The Architect/design professional did not address this comment. SEE SHEET AS101, ENLARGED ARCHITECTURAL SITE PLAN. REQUIRED OCCUPANT LOAD FOR THE OUTSIDE AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE PER CDC SECTION 1004.8 SHEET A021, PARTITION TYPES: 1) v" Provide approval/listing numbers for details #4 and #8; the design and construction of each rated-wall assembly must conform to any of the following: CBC Table 7, U.L., or Gypsum W.B. Association. The Architect/design professional did not address this comment; no #'s shown on plan. v"THIS HAS BEEN ADDED TO SHEET A021, PARTITION TYPES. SHEET A041, SCHEDULES, MOUNTING HEIGHTS, DOOR & FRAME TYPES: 1) v"Revise sheet A041 to reflect the changes identified on SHEET A101, PARTITION PLAN; this includes the door schedule, hardware schedule, and notes. Specify fire exit hardware and hourly ratings, as well as any glazing that requires a fire resistive rating. This comment still applies (1-hr separation between the A-3 and B occupancies required). v"SEE COMMENTS ABOVE. SHEET AS100, ARCHITECTURAL SITE PLAN: 1) v"Coordinate with the comments shown on Sheet AS101. The Architect/design professi<?nal did not address this comment. v"SEE COMMENTS BELOW. SHEET AS101, ENLARGED ARCHITECTURAL SITE PLAN: 1) v" Approval for the relocated fire hydrant shall be by the Fire Marshal of the City of Carlsbad Fire Department. The Fire Flow for the building and the plans for the relocated fire hydrant must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17.04.360. The approved hydrant plan and fire flow of the building shall then be forwarded to me as part of the corrected plan set. See comment on CIVIL DRAWINGS -SHEET 5 of 6, DRAINAGE & UTILITY PLAN: The Architect/design professional did not address this comment; no documentation provided to verify approval for the hydrant relocation. 2) v"Show location of proposed numeric address on building. Address numbers must meet Carlsbad Ordinance 17.04.310 minimum 12 inches high with a 1-½ inch stroke. The Architect/design professional did not address this comment; no signage call-out shown. v'THE EXISTING ADDRESS IS ON THE NORTH SIDE OF THE BUILDING FACING FARADAY AVENUE, JUST EAST OF THE MAIN ENTRY. THE EXISTING NUMBERS ARE 18" HIGH WITH A 3" STROKE. 5 3) v' Show the location of the pool heating equipment, water pumps, and storage room for any pool chemicals stored on-site. The Architect/design professional did not address this comment. v A "POOL . . ENCLOSURE" CAN BE FOUND ON AS101, ENLARGED ARCHDTECTURAL SETE PLAN TO THE· EAST OF THE HOT AND COLD PLUNGE POOLS. SHEET A101 1 PARTITION PLAN: 1) v'The floor plan layout of the area, room, or space that is being called a "Lounge" (#123) does not have a definite boundary in terms of exit access doors and walls that separate it from the corridor (#118) and the multi-purpose room (#122). The current means of egress design conflicts with corridor continuity and travel through intervening spaces provisions. Refer to comment #3 on SHEET A011, EGRESS PLAN. Clarify the separation distance of the exits once the floor plan layout has been revised (CBC, 1015.2.1). The Architect/design professional did not address this comment. v'SEE RESPONSES ABOVE REGARDING THE DESIGN RELATED TO THE LOCATION OF THE LOUNGE #123 AND CORRIDOR #118. THE MULTI-PURPOSE ROOM #122 IS COMPLETELY SEPARATED FROM THE CORRIDORS AND FORM LOUNGE #123 BY FULL HEIGH·r NON-RATED. PARTITIONS. 2) v Define the use or occupancy of room #11 O; this large area must be included in the individual area dimensions shown in the Project Data/SQ/FT title block (code analysis). The Architect/design professional did not address this comment. v'THIS ROOM IS USED FOR THE TRAINING Of ELITE AND PROFESSIONAL ATHLETES. THE SQUARE FOOTAGE OF THIS ROOM IS IDENTBIFIED ON THE TITLE SHEET. 3) v'The required exits at the "A-3" multi-purpose room (#122) must open to the exterior of the building, or through a corridor that leads to an exterior exit door. The current floor plan layout shows that all ends of the proposed corridor are interrupted by intervening rooms or adjoining spaces. Consider an alternate design that meets the provisions of the 2010 CBC, Chapter 10. The Architect/design professional did not address this comment. v'SEE RESPONSES ABOVE REGARDING THE CORRIDOR AND EGRESS CONTINUITY FOR THESE SPACES. THE CURRENT ARRANGEMENT MEETS THE INTENT OF THE CBC. 4) v'The lounge and the multi-purpose room, individually, represent a small percentage of the tenant space under this permit; however, they must be separated from the other occupancies in accordance with 201 O CBC Table 508.4. For example, "A-3 occupancies" are required to be separated from "B occupancies" by a 1-hour wall when the building is fully sprinkled. Revise the partition plan layout to show wall markings that indicate the fire resistive rating of the separation walls between the A-3 and B occupancies. This comment still applies. Revise the partition pla·n layout to show wall markings that indicate the fire resistive rating of the separation walls between the A-3 and B occupancies. v'THE LOUNGE IS NOT AN A-3 OCCUPANCY. THE MULTI-PURPOSE ROOM #122 IS AN ACCESSORY USE TO THE MAIN OCCUPANCY AREA OF THE PROJECT AND DOES NOT EXCEED 10 PERCENT OF THE PROJECT AREA. PER CBC SECTION 508.2.4 NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCY AND THE MAIN OCCUPANCY. 5) v Revise the door schedule to show rated doors (protected openings) at all 1-hour separation walls. Additionally, specify "Fire Exit Hardware" for exit doors that are required to be rated and equipped with panic hardware. This comment still applies. v'THERE ARE NO DOORS OR HARDWARE IN ONE HOUR SEPARATION. SEE COMMENT 4 ABOVE. 6 6) vthe retractable walls at room #122 must be rated in accordance with 2010 CBC Table 508.4. v'THIS · WALL DOES NOT NEED TO BE RATED. SEE COMMENT 4 ABOVE. 7) v'For "Reference Purposes," identify the use or occupancy of all adjacent or adjoining tenant spaces, as well as those that are marked NIC. The Architect/design professional did not address this comment. v ADDED TO SHEET A101, PARTITION PLAN. 8) v'Revise the Plan Legend to show fire-resistive wall assembly markings with the corresponding hourly rating and, detail call-outs with sheet where the detail can be found; include F.R. glazing requirements as well. This comment still applies. VSEE COMMENT #4 ABOVE AND MODIFICATION TO SHEET A101 PARTITION PLAN. 9) V Identify every door in scope of this permit with a numeric tag, and define its egress and rating requirements on the door schedule, typical (interior and exterior doors). This comment still applies. v'SEE SHEET A101 PARTITION PLAN AND SHEET A041 SCHEDULES, MOUNTING HEIGHTS, DOORS & FRAME TYPES. 10) V Revise the floor plan layout to show fire extinguishers in the A-3 occupancies, both ends of the corridor and along its path of travel, and throughout the training floor. The Architect/design professional did not address this comment. VSEE REVISED. SHEET A101 PARTITION PLAN. 11) v If this tenant improvement plans to incorporate a key-card (door access system), then add a note onto plans that defines the criteria for Access-Controlled Egress Doors. Refer to 201 O CBC, Sections 1008.1.4.4, and 1008.1.9. 8; where installed on "Exit Access" doors, refer to CBC, Section 1014.2, provision #2. The Architect/design professional did not address this comment. 12) VPost maximum occupant load signs in the A-3 occupancies. The Architect/design professional did not_ address this comment. v SEE REVISED SHEET A011 EGRESS PLAN. Clarify the location and specific call-out details of the Max O.L. sign. 13) vldentify the doors that serve as the "Main Entrance" to the SKLZ tenant space. The Architect/design professional did not address this comment. t/THE MAIN ENTRANCE TO THE BUILDING IS ADJACENT TO ENTRY SPACE 101. v'Do the pair of exit doors adjacent to entry 101 open directly to the exterior of the building or do they open into another interior building space (intervening room)? Clarify existing panic hardware at the pair of exit doors adjacent to entry 101. Also clarify panic hardware at the exterior exit across from room #114 and adjacent to the corridor #102 marking SHEET A301, POWER/SIGNAL & EQUIPMENT PLAN: 1) t/Clarify the purpose and specific functions of the "Air Pathway" equipment. v'THE AIR PATHWAY SHOWS THE ROUTE OF PNEUMATIC TUBING CONNECTED TO THE TRAINING l EQUIPMENT. 7 SHEET A401, FINISH PLAN: The Architect/design professional did not address the following comments. When does the contractor intend to provide the requested information? 1) V Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, 2010 CFC, Section 804. CONTRACTOR WILL PROVIDE ACCEPTANCE CRITERIA FOR ALL INTERIOR FINISHES. When does the contractor intend to provide the requested information? V Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 201 O CBC, Section 803.1.2. CONTRACTOR WILL PROVIDE ACCEPTANCE CRITERIA FOR ALL INTERIOR FINISHES. When does the contractor intend to provide the requested information? V Denote all furnishings and evidence of compliance with 201 O CFC, Section 808. CONTRACTOR WILL PROVIDE ACCEPTANCE CRITERIA FOR ALL INTERIOR FINISHES. When does the contractor intend to provide the requested information? V Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. CONTRACTOR WILL PROVIDE ACCEPTANCE CRITERIA FOR ALL INTERIOR FINISHES. When does the contractor intend to provide the requested information? V Denote all decorative materials and trim and evidence of compliance in accordance with 201 O CFC 807.2. CONTRACTOR WILL PROVIDE ACCEPTANCE CRITERIA FOR ALL BNTERBOR FINISHES. When does the contractor intend to provide the requested information? CIVIL DRAWINGS -SHEET 5 of 61 DRAINAGE & UTILITY PLAN: 1) I/Provide a copy of the approved Civil Drawing that shows the installation requirements for the relocated fire hydrant, which includes; specifications and inspection/testing notes; approved fire hydrant detail; type, class, length and size of underground pipe; location, type, and size of valves; point of connection detail (P.O.C.); and thrust block details. NOTE: The underground plans must comply with the Codes and standards that are incorporated into the City of Carlsbad Ordinance. Additionally, the Civil Drawings must be stamped and signed by a licensed P.E. The Architect/design professional did not provide a copy of the approved Civil Drawing that shows the installation requirements for the relocated fire hydrant. SHEET M1.1, MECHANICAL NOTES & SCHEDULES: 1) VAdd a note on plans to read: 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments; delete the reference to the 2006 IBC. The Mechanical P.E./design professional did not add the note onto the plans.· . SHEET M3.1, MECHANICAL FLOOR PLAN: 1) V Refer back to the partition plan (Sheet A 101 ), and carefully review the plan check comments to determine which walls are required to be rated; consult with the Architect for specific exact locations. Revise the mechanical plans to show smoke/fire dampers where ducts penetrate fire-rated walls, and provide applicable details on sheet M2.1. The Mechanical P.E./design professional responded by stating that that there are no duct penetrations through any fire-rated walls or ceilings. This comment still applies; the Mechanical P.E./design professional needs to consult with the AOR to obtain information specific to type, hourly rating, -and locations of the required occupancy separation walls. 8 2) vShow the use or occupancy of every area, room, or space on the mechanical floor plan; coordinate room numbers with the partition plan. SHEET P-1, NOTES & SCHEDULES: 1) e/ Add a note on plans to read: "All plumbing work shall comply with 2010 California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMCJ with 2010 Amendments. Delete any references to the 2007 CPC. SHEET E1 .1, NOTE SHEET: 1) v Add a note on plans to read: "All electrical work shall comply with the 2010 California Electrical Code (CEC), and all other applicable codes, regulations, and standards that are incorporated by reference into the city of city of Carlsbad Ordinance." The Electrical P.E./design professional did not add the note onto the plans. v'Note added to plans (MPE) SHEET E1.3, LIGHTING DETAIL SHEET: 1) v' Add the following notes onto Sheet: E1 .3 • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006. • Exit signs.shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 The Electrical P.E./design professional did not add the 90-minute battery backup notes onto the plans. v'Notes added to plans (MPE) SHEET E2.0A, SITE PLAN: 1) vDelete all references to the NEC and provide the following note onto the plans: "All electrical work shall comply with the 201 O California Electrical Code (CEC), and all other applicable codes, regulations, and standards that are incorporated by reference into the city of city of Carlsbad Ordinance." The Electrical P.E./design professional did not add·the Cf;:C note onto the plans, or delete the NEC references. v Sheet revised, note added to plans (MPE) 2) vProvide a GFCI circuit at the outdoor pool enclosure and call-out W.P. enclosures for new electrical panels. The Electrical P.E./design professional did not address the comment; no call-outs or circuits shown. v'GFCI circuit shown and panels called out as W.P. (MPE) SHEET E2.0B, 15T FLOOR PHOTOMETRIC: 1) vThe sheet was left blank, please clarify or delete from set? Sheet deleted (MPE) 9 SHEET E2.1, 18T FLOOR LIGHTING PLAN: 1) v'Coordinate exit signage and emergency egress lighting requirements with the revised floor plan; consult with the Architect for exact locations. Pending 3nd back check responses. Provide exit signs at all exit doors serving as part of the means of egress including door #110 (stair enclosure), and also at the exterior exit door located at the midway section of corridor #102. Clarify exit signs and EM lighting directing egress to the doors that open into adjacent storage space. v'Egress revised previously (MPE) 2) v' Add the following notes onto Sheet: E2.1 • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 201 0 CBC, Section 1006. • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 201 0 CBC, Section 1011.5.3. . The Electrical P.E./design professional did not add the 90-minute battery backup notes onto the plans. v' Sheet revised, notes added to plans (MPE) SHEET E4.1, PANEL SCHEDULES: 1) v'Update the individual panel schedules to show circuits for exit signs, v' emergency egress lighting, and any other fire and life safety appliances, components, devices, or equipment, typical. Refer to the mechanical plans for smoke/fire damper locations. VEgress lighting and S/F damper circuits noted on panel schedules (MPE) NOTE: The last sheet appears to be for a different project, please clarify or delete from check set. END OF COMMENTS 10 CORRECTION LIST 1st Back Check Daryl K. James & Associates, Inc. APPLICANT: Brad Fitzpatrick, Applicant (760) 7 44-3133 xt217; bfitzpatrick@Lusardi.com PROJECT NAME: SKLZ T.I. BLDG. DEPT COPTY Page: 1 of 7 Rehecked By: Robert Salgado Plan Check Date: 11/12/2012 JURISDICTION: Carlsbad Fire Department PROJECTADDRESS: 2081 Faraday Avenue PROJECT DESCRIPTION: CB12-1924. The SKLZ T.I. project involves a tenant Improvement (Tl} within an (E) 2-Story commercial building with work restricted to the 1st Floor only, which covers an interior area of 15,860 S.F., and an exterior area of 26,740 S.F. Scope of work to include: Interior/exterior up-grades, new non-bearing partition walls (rated and non-rated), doors, s·uspended grid & tile ceiling, mechanical, electrical, and plumbing, and exterior improvements which inciudes two (2) new swimming pools. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: 1. e/Please provide an explanation or note on this correction list or copy (or separate document) of how, and where each correction item has been addressed. The Architect/design professional did not provide a written response sheet. The applicant promised to send an electronic document but it was not delivered as promised. Note: The written responses from the Architect, Contractor, and/or Engineer must include the following plan review items: Sheet number, note number, detail number, legend number, table reference, etc. 2. All Additions, Changes, Corrections, Deletions, Modifications, or Revisions to the plans must be clouded and provided with numbered deltas and revision dates. 3. If obtained, please email a copy of comments from Esgil to: flsreview_inspection@roadrunner.com 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email address at: flsreview_inspectiOn@roadrunner.com TO AVOID DELAY, PLEASE SEND REVISED PLANS, WITH NOTES TO COMMENTS, DIRECTLY TO: Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA 92596 1 FIRE AN'D LIFE SAFE-rY COMMENTS: (no11-structurar plc1n review): SHEETT1.01.TITLE SHEET/INFO: 1) I/Revise the "Drawing List" (sheet index) to show each and every drawing associated with this permit; currently, the drawing list is missing the sheet numbers and sheet titles for the mechanical, electrical, and plumbing dr;awings (MEP). The Architect/design professional did· not update the sheet index, MEP drawings are still missing: · 2) V-To ensure accuracy of :the C.ode Analysi$, please·c::larify which 'portion, of the T. I. meets the definition.-of an "A-1" ,occupancy. Refer to use-,and occlipaocy ·classific::ations in Section 303 of the 201 b CBC, or otherwise delete .if n9t c:1pplicable. The Architect/design professionai did ·not aqdress this comment, there is· no A-1 occupancy (performing arts or motion .picture operations) llsted under thh~ permit. · 3) t/Revise the-Project Data/SQ/FT title block (.code analysis) to shoW.in,dlvidLial area dimensions (SQ/FT) of each ·individual. use or ocoupanc;;y (Sum of the Ratios) to aqco,untfor a total .of 15,860 S.F. in the proposed mixed use tenant space. Refer to thE'# 2010 CBC, Sections:302.1 .and 508.4.2. The Architect/design professional did not revise the code analysis and did not complete the sum of the ratios tabulation. all .occupc:1ncies coverec;I ur:ider tt,is per.mit. The revised drpWings have a box called "plumbing occupant lo~t:i analysis" yvith occup;ant load information for A a.nd B occupancies. 4) I/Revise the Project Data/SQ/FT title block (code analysis) to spe(?Jfy whiGh' use or occupancy assumes the majoruse in.the proposed mixed-use tenant space. The Architect/design professional did not address this cornment.. The revised drawings have a box callE'#d "plumbing occupant load analysis" with occupant load information for A and B occupancies. · · 5) II Revise the Project Data/SQ/FT-title block (code analysis) to show to .fire·protection systems·that may serve a.s part _of the design:and c9nstruction ·of this, Tl project, or clarify, 1f ar:iy of the following systems ·are existing, or that are expected to be modified to accommodate the new floofplan configuration: a. (E) Fire Sprinkler System to be modified or otherwise.extendeq: YES or NO b, (E). Fire Alarm and Detection System to be modified. or installee;I as new: YES or NO . The Arc::hitec1;tdesign professional did· not provide an explanation or answer questions a. and b. 6) The "l-,ounge" labeied room #1-23 or:i SheetA 101, by its µse, m0st closely resembles an "A-3" occupancy. '·-·,;,, .. -·.· ,, The area of the l<;>unge (L x W) js not cl,early defined,. specifically, tbe portions that -interconnect with Corridor #118 and the niult1-:purpose room #12~ (A-3 Occupancy). Sheet A01-1 shows room #123 (860 SQ/FT) with an occ1,1pant-load of 9, This calculation is incorrect; the-0.L. Factor-should be 15 instead ·of 100, The current floor plan layout of the entire 1st Floor :in the SKLZ tenant space exceeds 300 occupants. Please consult with,the Carlsbad building.and safety de!:)prtmeht to verify the use and occupancy of the acJjacent'teriants located on th·e 1st and 2nd floors; recor:ds should show their curreritoccl.ipant loads. lf'the .. combined occupant load ofall floors in this :building, including Sl(LZ is 500 .or more, then the SKLZ TJ. will require ,a ·fi~e alarrn ~ystem in ac~ordancE'# with t8e 201 O CBQ, Sectiqn 907 .2.2. 7J ti Add a ,iDeferr~d Submittal Items" title block onto SheetT1 .0. The text within the block must reflect the ·exact ,wording shown beloVI/: a. Fully-Automatic Fire Sprink)er System, California :2010 Fire Code, Section 903, and NFPA 1,3, 2010 edition. Consult with tne city of Carlsb.ad Fire Marsha,l.'.for specific design criteria. p. Fire· Alarm and De~ection Systern, 2010 C'F'C, Section!? 907-907.2· (for all uses, or occupancy groups aSSClciated with this project), and NFPA 72, 2010 edition. Specify type of system: .Manual or . automatic, or combir:ia:tion automatic/manual ~la[marid detection system. The Architect/design. professiona_l did not add the-bo,:>< or text ~s noted above. 2 SHEET A011, EGRESS PLAN: 1) ti Revise the multi-purpose room (#122) floor plan to show all of its exit access doors opening outwards in the direction of egress travel (leading to an exterior exit). Coordinate the door swing revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. The Architect/design professional did not address this comment; all doors do not open in the direction of travel. 2) ti The adjoining tenant space on the other side of doors "E" and "F" is not accessory to the SKLZ tenant; therefore, exit access doors "E" and "F" cannot serve as part of the required means of egress from training room #110, as egress through intervening spaces is prohibited; refer to the 201 O CBC, Section 1014. The Architect/design professional did not address this comment; the plan still shows egress through these doors. 3) ti Door "D" opens into an exit stairway enclosure, thus causing a condition where the occupants from the 1st and 2nd floors converge at the same location to use the same exterior exit door. Therefore, the width of the exterior exit door must accommodate the sum of the two floors. Refer to the 201 O CBC, Sections 1004.5 and 1004.9. Consider an alternate design that complies with the provisions of the 2010 Chapter 10. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. The Architect/design professional did not address this comment; no change to door "D." 4) tlThe corridor does not have to be 1-hr rated construction due fact the building is sprinkled; however, the design of the corridor and how it functions, as part of the means of egress, still has to comply with the 2010 CBC, Section 1018; the proposed design shown on the egress plan does not meet the intent of corridor continuity. The required exits at the lounge and the multi-purpose room must open to the exterior of the building, or through a corridor that leads to an exterior exit door. All ends of the proposed corridor are interrupted by intervening rooms or adjoining spaces. Consider an alternate design that meets the provisions of the 2010 Chapter 10. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. The Architect/design professional did not address this comment; the ends of the corridor are still interrupted by intervening rooms and adjoining spaces. 5) ti Revise the egress plan to show "panic hardware" at all required exit doors that serve areas, rooms, or spaces with an occupant load of 50 or more. Refer to the 2010 CBC, Section 1008.1. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN, and the door schedule. The Architect/design professional did not address this comment. 6) ti Provide a separate egress plan that depicts the required means of egress at the exterior pool and turf area, and remaining outdoor area (26,740 S.F.) that is listed as part of the scope in this permit. Refer to the 201 O CBC, Sections 1004.8, and Table 1004.1.1; Coordinate the revised layout with SHEET AS101, ENLARGED ARCHITECTURAL SITE PLAN. The Architect/design professional did not address this comment. SHEET A021, PARTITION TYPES: 1) tlProvide approval/listing numbers for details #4 and #8; the design and construction of each rated-wall assembly must conform to any of the following: CBC Table 7, U.L., or Gypsum W.B. Association. The Architect/design professional did not address this comment; no #'s shown on pl_an. SHEET A041., SCHEDULES, MOUNTING HEIGHTS, DOOR & FRAME TYPES: 1) ti Revise sheet A041 to reflect the changes identified on SHEET A 101, PARTITION PLAN; this includes the door schedule, hardware schedule, and notes. Specify fire exit hardware and hourly ratings, as well as any glazing that requires a fire resistive rating. The Architect/design professional did not address this comment; the door schedule was not revised. 3 'i '! !~ ~ ;: ~~ ,,,'\ .,.,;;: t;;:, ~ .. SHEET AS.100, ARCHITECTURAL SITE PLAN:· · 1) &,/Coordinate with the comments shown on Sheet AS1.01. The Architect/design professional did not addr;ess this comment. SHEET AS101, E~LARGED-ARCHITECTUF,t6tL SITE _PLAN: 1) J/ Approval . for the -relocated fire hydrant. shall be by .the . Fire Marshal of the City of Carlsbad Fire Department: The Fire flow. Jor :the building .and tbe .. plam;i· for, the r~located ;fire hydrant must be .reviewed and approved t:>y the. Carlsbad Fire Department as per the Carlsbad Munieipal Code Section 1'7.04.360. The approved hydrant plan and .fire flow-of the building shall th.en be forwarded to me as part of the corrected' plan. set. See comment on CIVIL DRAWINGS -SHE Et 5 of 6, DRAINAGE & UTILITY PLAN: The Architect/design ;professional did not. address this comment; no documentation provided to :verify approvc;llfor th~ hydrant relocation. · 2) v".Show location of proposed· numeric address ·on ,building. Address numbers must meet. Carlsbad · Qrdir,c!nce 1.7.04.31.0 ·rninimµm 12 -inches.high with· a 1-½ inch stroke .. The Architect/design pro.fessional did not: address this e_omment; nb signage call-out shown. 3) II Show the location of'ttie· pool-" heating ,equipment, water. pumps;. and storage room for any pool chemical$ stored on-site. Th~.Architect/design professional did' not address this comment. · . ' . SHEET A101, PARTITION 1PLAN: 1) 1/The,floor plan layout 'of-the area; room, or space that is being called-a "Lounge'1 (#123) does riot have a definite poundary in terms of exit a¢cess doors ahd wc:1fls that separate it from the corridor (#118) .and the multi-;purpose room· .(#1-22): T,he. current means of egre$s design conflicts with corridor continuity and travel· through intervening spaces· provisions. ~efer to comm~nt #3 on SHEET A011, EGRESS PLAN . . Clarify .the separation distance. of. the exits· one~ the floor plan i.:1yout has been revised (CBC, 1015.2.1). Th_e Architect/design professic:m~l-did not addres;s-this comment.· · · · 2).-v'Oafihe the use or occupancy of'room #110; this large area. must 'be ·included in the individual area dimension$ ~hown in the Project Data/SQ/Ft title 'block (code aoalysis). the Architect/design professional ·did not address lhis comment: . · . . ·, . .... ' , ' '' ' ,, ' ' 3) I/The required exits at the'"A-3" mulfi-purpose ro.om (#122) mi.Js;t open to the exterior of the .building, qr through· a corridor that leads to an exteri.or exit door. The-current floor plan layout shows that al(13nds of .the· prdposed ·coiridor are 'interrupted by>'lhtervetiihg roQms or adjoining spaces. Consider an 'qlt~rnate · design that meets the provisions of the 2010 CBC, Chapter 10. The Architect/design professional did not ao.dre$s this comment. · · 4) 1/Th,e·.lounge and the multi"PL!rpose, room;. individ.u;:illy, r~presenf a small percentage of the tenant .$pace under this permit; however; they. nit.1st ~e s~p~rated ·fr'orh: the ,other occupanci!3s in accordc;tnce with 201 O CBC 'Taple 508.4. For example, i,A-'3. occupancies" are required to be separated from "B occupancies'.' by a 1-hour wall when the buildihg is fully sprinkled, R.evise th~ ,partition plan layout to show wall markings · that indicate the fire resistive rating of the separation Walls. The Architect/design professional did not addres;§, this comment. 5) ti.Revise the door sche9~le to ·show 60 minut~ rated. door$ for protectior:i of the openings at all 1'~hoi.Jr separation walls. Additionally, specify "Fi.re Exit Hardwar~" for exit doors that c;tre required to be rat!3d and ·equipp-edwithp-anic hardware. The Architect/design·professionc\l did not address this comment. . 4 6) cl'The retractable walls at room #122 must be rated in accordance with 2010 CBC Table 508.4. 7) cl'For "Reference Purposes," identify the use or occupancy of all adjacent or adjoining tenant spaces, as well as those that are marked NIC. The Architect/design professional did not address this comment. 8) cl' Revise the Plan Legend to show fire-resistive wall assembly markings with the corresponding houriy rating and, detail call-outs with sheet where the detail can be found; include F.R. glazing requirements as well. The Architect/design professional did not address this comment. 9) Vldentify every door in scope of this permit with a numeric tag, and define its egress and rating requirements on the door schedule, typical (interior and exterior doors). The Architect/design professional did not address this comment. 10) VRevise the floor plan layout to show fire extinguishers in the A-3 occupancies, both ends of the corridor and along its p~th of travel, and throughout the training floor. The Architect/design professional did not address this comment. 11) Vlf this tenant improvement plans to incorporate a key-card (door access system), then add a note onto plans that defines the criteria for Access-Controlled Egress Doors. Refer to 201 0 CBC, Sections 1008.1 .4.4, and 1008.1.9.8; where installed on "Exit Access" doors, refer to CBC, Section 1014.2, provision #2. The Architect/design professional did not address this comment. 12) cl'Post maximum occupant load signs in the A-3 occupancies. The Architect/design professional did not address this comment. 13) Vldentify the doors that serve as the "Main Entrance" to the SKLZ tenant space. The Architect/design professional did not address this comment. SHEET A301, POWER/SIGNAL & EQUIPMENT PLAN: 1) cl' Clarify the purpose and specific functions of the "Air Pathway" equipment. SHEET A401. FINISH PLAN: The Architect/design professional did not address the following comments. 1) t/Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, 201 0 CFC, Section 804. 2) VProvide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. 3) cl' Denote all furnishings and evidence of compliance with 201 0 CFC, Section 808. 4) cl' Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. 5) cl' Denote all decorative materials and trim and evidence of compliance in accordance with 2010 CFC 807.2. 5 ' • I CIVIL DRAWINGS -SHEET 5 of 6; DRAINAGE. & UTILITY PLAN: · · ·1). VProvide a .copy ofthe approyed Civil. Orawing that ·shows. th13, installation -requirements for the ,relocated fire. hyc;trant, which ·include$;. specific~tions ,and •inspection/testing,.notes;· approved fire hydrant detail; type; class, length and size of underground :pip~;. lo9ation, .type, and .size of valves; point of connection detail (P.O.C.}; .and thrust .blo.ck de~ails. NOT-E: The underground plans must comply with th·e Codes and ·standards that c;3re.incorporate<:1 il']to th.e City of Cc!r!sbad· Orc;tinanc;e. Ac;tditionally:, the Civil Drawings must be stamped and signed by .a licensed P .. E. The Architect/design professfonai did not provide a copy of the approved Civil Drawing that sHows the installation requirements for the relocated fire hydrant. SHEET M1 ~1, MECHANICAL NOTES·& SCHEDULES: 1) VAdd a ·note on plans to reac;t 2010 C~liforni::i Mechanical Cbd~ (CMC Part 4, Title 24, California Code of Regulations. ·(CCR~ Based on the 2009 · Uniform Mechanical G9de (tJMC) with 201 0 Arriendin~nt$; delete .t~e .reference to the. 2006 I BC. The Mechanical P :!::./design professional did not add t~e n9te onto the plans. · SHEET M3.1, MECHANICALFLOOR PLAN: 1) ·VRefer. back to the partition :pian (Sheiet ·A101), and carefully review the plan check comments to ' determine which wails are req~ir'ed to be rated'; COn$Ult Wlth· the Architect for specific exact locations. Revise the mechanic'al plans to show· smoke/fire dampers Where du·Qts penetrate fire-rated walls, and provide ·applic~ble details on ·sheet Mi.1. the-Mechanical·P.E./deslgn professional responded. by stating that tliat there ;:ire d1,.1ct penetrations· through any fire-rated .walls or ceilings. This. comment still appliesi . the Mechanical P.E./tlesign professional needs to consult with the AO.R .fo obtain informaticm specific t.o type, hourly rating, and locations of-the required occ1,1pancy. sep;:iration walls. ~) t/Shqw the. use or 9ccupancy of evl3ry area, ropm, or ·sp;:ic$· on tpe mechanical Jlo·or plan; coordinate room numbers with the pa,rtition plan, SHEET P-1·, NOTES & SCHEDULES': 1 ); .t/ Add· a-note on plans to read: "All plumbing Wor:k shall. comply with 201 o California Plumbing Code (GPC) Pait 5, Title 24, California Code of Regulations (CCR) Basf3d·on the 2009 Uniform Plumbing ¢m:Je. (UMC) .with 201 o Amendments. Delete ·~my references to the 2007 CPO. SHEET E1 .. 11 NOTE.SHEET: 1) · .VAdd a•note o,n pl~ns to read: ,iAII elec.\rical work shall c9mply. with tl:l~ 201.Q C~lifornia Elec:tric~I Code (Cl;C),: .and .~II ;Other applicable cqdes,. reglilatiQns, and .standards that are incorpor?(ted by referef)Ce into the city of city of Ca.rlsbad Or:dinance.'1 The Electrical P.E./de~ign professional did not add the note onto the.plans. · . ~_HEET 1:1·~3; LIGHilNG DETAIL SHEET:· . t) ' -. ! ·t/ Add tt:ie :following notes ol'ltQ ·Sheet: E1 .. 3 • • Means. o{egresi "iuniina\iQn level shaH be not less than 1-foot candle at the walking surface: and,: equipped with not .le$S than 90,-n,im;ite battery backu,p,. 201:0 CBC, Section 1006. • Exit signs shall. be .illuminated at all· times and equipped with not less than 90-minute .battery backup. 201 O Cl:3C, S~ctioh.101;1.5.3 · ... The Elec:trical P.E./design professional c:Ud not add the 90-rninute battery backup notes onto .the plans.. · · · · · 6 SHEET E2.0A, SITE PLAN: 1) cl Delete all references to the NEC and provide the following note onto the plans: "All electrical work shall comply with the 2010 California Electrical Code (CEC), and all other applicable codes, regulations, and standards that are incorporated by reference into the city of city of Carlsbad Ordinance." The Electrical P.E./design professional did not add the CEC note onto the plans, or delete the NEC references. 2) t/Provide a GFCI circuit at the outdoor pool enclosure and call-out W.P. enclosures for new electrical panels. The Electrical P.E./design professional did not address the comment; no call-outs or circuits shown. SHEET E2.0B, 15r FLOOR PHOTOMETRIC: 1) t/The sheet was left blank, please clarify or delete from set? SHEET E2.1, 15T FLOOR LIGHTING PLAN: 1) fl'Coordinate exit signage and emergency egress lighting requirements with the revised floor plan; consult with the Architect for exact locations. Pending 2nd back check responses. 2) ti Add the following notes onto Sheet: E2.1 • Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006. • Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 201 O CBC, Section 1011.5.3. The Electrical P.E./design professional did not add the 90-minute battery backup notes onto the plans. SHEET E4.1, PANEL SCHEDULES: 1) el'Update the individual panel schedules to show circuits for exit signs, clemergency egress lighting, and any other fire and life safety appliances, components, devices, or equipment, typical. Refer to the mechanical plans for smoke/fire damper locations. NOTE: The last sheet appears to be for a different project, please clarify or delete from check set. END OF COMMENTS 7 Daryl K. James & Associates, Inc. APPLICANT: Franklin Welch, Applicant (760) 744-3133; fwelch@lusardi.com PROJECT NAME: SKLZ T.I. CORRECTION LIST BLDG. -DEPT COP-ri Page: 1 of 6 Checked By: Robert Salgado Plan Check Date: 1010812012 JURISDICTION: Carlsbad Fire Department PROJECTADDRESS: 2081 Faraday Avenue PROJECT DESCRIPTION: CB12-1924. The SKLZ T.I. project involves a tenant Improvement (Tl) within an (E) 2-Story commercial building with work restricted to the 1st Floor only, which covers an interior area of 15,860 S.F., and an exterior area of 26,740 S.F. Scope of work to ·include: Interior/exterior up-grades, new non-bearing partition walls (rated and non-rated), doors, suspended grid & tile ceiling, mechanical, electrical, and plumbing, and exterior improvements which includes two (2) new swimming pools. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. IMPORTANT INSTRUCTIONS FOR EXPEDITING THE RECHECK PROCESS: 1. Please provide an explanation or note on this correction list or copy (or separate document) of how, and where each correction item has been addressed. Note: The written responses from the Architect, Contractor, and/or Engineer must include the following plan review items: Sheet number, note number, detail number, legend number, table reference, etc. 2. All Additions, Changes, Corrections, Deletions, Modifications, or Revisions to the plans must be clouded and provided with numbered deltas and revision dates. 3. If obtained, please email a copy of comments from Esgil to: flsreview_inspection@roadrunner.com 4. Please direct any questions regarding this review directly to: Robert Salgado at: (951) 541-4380, or to his email adc,fress at: flsreview_inspection@roadrunner.com Tb AVOID DE.LAY~ PLEASE SE:f.'JD REViSED PLANS, ·Wl"rH N0TESTO C0MMENT-5, biRECTL, Y to: Attn: Robert Salgado 36341 Flower Basket Road Winchester, CA ·92596 1 ' -~ 4 ' _} ., ' I ·U -~ F=IRE AND .LI_FE.~AFETY C-OM.MENTS ·(~on~stru~tural plart review): SHEET T1 .0, TITLE SHEE1/INFO: . 1) Revise the "Drawing List".( sheet ·index-) to show ·e~ch and ever.y orawing associated with this permit;. currently,; the qrawi'ng list is ,rr1issing the sheet numbers and sheet:titles for·the mechanical, electrical_, and . . plumbin~-dra~ing? ,(MEP). · · 2) To ensure accuracy .ofthe Code Analysis, please clarify which portion qf the T. I, meets the definition of an "A-1.'; ,ocqupancy·. Refer to use and occupancy classific~tibns:in Sectiqn 303 ·of the 201 O CBC, or · otherwise d_elete if not applicable; · · 3) Revise the Project Data/SQ/FTlitle block (code c!na)ysis) to .show individual area dimensions (SQ/FT) of ,each .individua): use or occuparicy,(St:tm 9f the Ratios) to account for .a total bf 1-5,8608.F. in the propo$ed mixed.use tenant space. Referto·fhe20:1'0 CE3C,Sectio·ns 302.~ .and 508A.2. . . ' ' ' 4) . Revise the Project-Data/SQ/FT title bl9ck (cqde analy$iS) to-specify which u_se or qccupancy assumes the , ma]or use in the proposed· mixed use tenant space, · ~.). Revise .the Project Data/SQ/FT title bl9ck (code ~nalysi~) to. show to fire protection systems that may ser;ve. as part of the· design and construction bf. this· Tl. project,· qr clarify if any bf the following systems are · existing, or that are expedec! to b~ modified-to accommodate the ,new floor plan ,configuration: · a. (E) FireiSprinkler System to be modified or otherwise extended, YES or NO , · b. ·(E) FireAlarm·and Detection SY$temto.be rno.dified cir:installedasnew: YES or NO 6) The ''Lounge" labeled. room #123 on She1:1tAto1, 'by-its use, most closely resembles-an "A-3" occupancy, The.area of 'the l.ounge (L.x W) is·not clearly defined,,.specifically, the portions that.interconnect with _ Corridor #1'18.and the multi-purpose room #122 (A-3 Occupancy). SheetA011 $hows room #123 (860 'SQ/FT} with an occupant loa.d of 9. This calcu:fatior'l :is incorrect; thei O.L Factor should be 15 inst$ad ·of 100. The currefnt floqr plan_ layout bf the ·entire 151.Floor in the SKLZ tenant,space exceeds 300 occl!pc!nts·. Please consult with the Carlsl;iad building and .safety departm:ent to verify the use and occupancy of.the adjacent ten;:i'nts located on the 1.st and 2nd floQrs; records should ,show their current occupant ·loc!dS. lfthe · combin·ed occupc;1nt. load of ~II floors .iri this 'building, if)cluding ·sKLZ is ·500 or mote, then the SKLZ T.I: will require. a,fire alarm system-·in .accordance with: tl,:!e 201 ~ CBC, .Section 90.7.2.2. ~} ·Add~ ,;Deferred Sub'mittal Items" title blticfonto Sheet T1 .0., The te~twithin the block must reflect the exact wordin8 shown' -below:. ... a; Fully~Automatic Fire Sprinkler System, California 2010 Fire .Code_, Section 903, and NFPA 13, .201'0 edition. Consult. with the city of Carlsbad Fire Marshell fof specific des_ign criteria. o. Fi[e Alarm and Detection Sy$tem, io10 CFC, Sections 907'.,907.2 .(for all uses, or occupancy .. · groups associated with thls .project)·, and NF PA 7.2, 201'0 edition. $pecify type of system: Manual or ' automatic, ·or c;:ombination a.utomatic/rtianual alarm and d_etection .system. . . SHEET A011', EGRESS PLAN: 1) Revis$ the multi.:purpose room (#122) floor .plari'to-show all of its exit-~ccess doors opening outwards in the direction of egress travel (leading. to an exterior exit). Coordinate the door swing revision with the .floor pian layout shown ·bf') SH!=ET A191., PARTITION PLAN. ' ' ' ' ' 2). J:he .. adjoinir,g tenant space on the other side of doors "E" ang ".F" is not accessory to the $KLZ tencJnt; . therefore, exit access doors i•E!' and "'F" cannot' serve as part of the required means of egress fr9m training. room #110-, as egressi throl.jgh-intervening spac¢s is pr0h1bited;· refer to the 201 o CBC, Section 1'014. . . . . 2 3) Door "D" opens into an exit stairway enclosure, thus causing a condition where the occupants from the 1st and 2nd floors converge at the same location to use the same exterior exit door. Therefore, the width of the exterior exit door must accommodate the sum of the two floors. Refer to the 2010 CBC, Sections 1004.5 and 1004.9. Consider an alternate design that complies with the provisions of the 201 O Chapter 10. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. 4) The corridor does not have to be 1-hr rated construction due fact the building is sprinkled; however, the design of the corridor and how it functions, as part of the means of egress, still has to comply with the 2010 CBC, Section 1018; the proposed design shown on the egress plan does not meet the intent of corridor continuity. The required exits at the lounge and the multi-purpose .room must open to the exterior of the building, or through a corridor that leads to an exterior exit door. All ends of the proposed corridor are interrupted by intervening rooms or adjoining spaces. Consider an alternate design that meets the provisions of the 201 O Chapter 10. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN. 5) Revise the egress plan to show "panic hardware" at all required exit doors that serve areas, rooms, or spaces with an occupant load of 50 or more. Refer to the 201 O CBC, Section 1008.1. Coordinate the revision with the floor plan layout shown on SHEET A101, PARTITION PLAN, and the door schedule. 6) Provide a separate egress plan that depicts the required means of egress at the exterior pool and turf area, and remaining outdoor area (26,740 S.F.) that is listed as part of the scope in this permit. Refer to the 2010 CBC, Sections 1004.8, and Table 1004.1.1; Coordinate the revised layout with SHEET AS101, ENLARGED ARCHITECTURAL SITE PLAN. SHEET A021 1 PARTITION TYPES: 1) Provide approval/listing numbers for details #4 and #8; the design and construction of each rated-wall assembly must conform to any of the following: CBC Table 7, U.L., or Gypsum W.B. Association. SHEET A041, SCHEDULES, MOUNTING HEIGHTS, DOOR & FRAME TYPES: 1) Revise sheet A041 to reflect the ch·anges identified on SHEET A101, PARTITION PLAN; this includes the door schedule, hardware schedule, and notes. Specify fire exit hardware and hourly ratings, as well as any glazing that requires a fire resistive rating. SHEET AS100, ARCHITECTURAL SITE PLAN: 1) Coordinate with the comments shown on Sheet AS101. SHEET AS101, ENLARGED ARCHITECTURAL SITE PLAN: 1) Approval for the relocated fire hydrant shall . be by the Fire Marshal of the City of Carlsbad Fire Department. The Fire Flow for the building and the plans for the relocated fire hydrant must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17.04.360. The approved hydrant plan and fire flow of the building shall then be forwarded to rne as part of the corrected plan set. See comments on CIVIL DRAWINGS -SHEET 5 of 6, DRAINAGE & UTILITY PLAN: 2) Show location of proposed numeric address on building. Address numbers must meet Carlsbad Ordinance 17.04.310 minimum 12 inches high with a 1-½ inch stroke. 3) Show the location of the pool heating equipment, water pumps, and storage room for any pool chemicals stored on-site. 4) Show the appropriate type and size fire extinguisher accessible from the pool equipment enclosure. 3 _, '. i :SHEETA101, ·PARTITION PLAN: - 1) The floor plan layout ofthe a~ea; room, or space that is being called a "Lounge" (#123) does not ,have a ,defir,itl:l boundary in terms· of exit aqce$s dqors a·nd wall$ that separate it fi:om the Qorridor (#118) c1nd :the multi-purpose room (#122). The c1,1rrent means of egress ·de$ign: conflicts with corridor continuity ·and travel through. intervening. spaqe$ -provisions. ·Refer to comment #3 on ·SHl;ET A011, EGRESS PL_AN. Cl.arify thia separation,distc;1r,c;e· pfthe exits-.0nce-.the ·fl0or pl~n-layou.t hgis b.een revised (CBC;, 1015.2.1 ) .. 2) Define the· use or occupancy of room ·#1-1 O;, this· Jarge area must be· inqluded in the i_ndividu·a1 area dimensiqn·s shown in the Prc:iject Data/SQ/FT title. blo.ck (cQdl;l atialysis}., 3) The required exits ·at the "A-3" rnulti:-purpose toom (#'12~) must-open, to the exterior of the building; or thro1Jgh a ·corridor that leads to, ar, exterior exit door. The c.urrent floor plan· layout shows that all ends of t~e proposed corridpr are ilite'rr~ptea ,by 'intervening ,rooms or .adjoining .spaces. Consider an alter.nate de$ign 'that meets ,the provisions_of the 201 O CBC, Chapter 10. · · 4) The ·1ou·nge~ ahd the -'muithpurpbs_~-room, individually, represent a small percentage'. of the tenant spa_ce und!;lr this permit; however:, they must be separ~ted from the-other occupancies in c;1ccordance with 201 O CBG Table 508.4."for exampll3, "A"'$. 9ccupancies" are required to be $ep<;1rated from "B occupaticies~· qy a 1..:hoyr wall when th!:!' bLtildilig ts fully .sprinkled. R:evise the partition plan layout to show wall markings that in_dicate ~he -fire resistjve rating of the separation wa·11s. · 5) Reviser the d_oor schedule -fo $how 60 minute rated doors for protection qf the openings at all 1-hour separ~tion walls. Additionally, specify ,iF:ite Exit Hardware" for exit doors, that are required to be rat$d and eq1:,1ip,p.ed With· pani~"hardwa,re.. · · 6) The retractable walls at room #1'22 must be rcated in accordance with .20.1 O CBC Table 508.4. ' ~ '_ ,: S ' : • -T ' T • ' • . 7) .For "Reference Purposes," identify the·use o~ occ:upancy of all adjacent or adjoining tenc!nt spaces, as well as those that are markE;id.NIC. 8) Revise the Pia~ Leg.end to sbow fire-resistive', wall asse~ply ·ma·tkings with th~ corresponding. hourly rating and; detail·call-outs with she.et where the detail can be found; inc:lllde F.R. glazing requirements as welt . . . ' ' 9) Identify every d90r in scppe· of' this permit with a numeric: tag, ar,q define _its egress and rating requirements on the door"schedule·, typical (interior. and-ex~eri'or dotir~)- 1 10) .Revi$e. the floor plan. layout to .show .fire exfir:iguishers ·in >theA-3 0cc.upanc;:ies, both ends of the c;:orriqor and albhg {ts path _of travel, and·ti:iroughout the. trainiogJloor. . . . ·. . -. -~ 1) :Ir.this,. tenant ,improvement plan~ to incorporate-a key-carq (do<;>r, acce$.S SY$tem), then ~d<;l a note onto plans .th~f" defines .fhe criteria:,'for ACCE;lSS:-.Coritrolled Egress 'Dqors. Refer to 2010. CBC, Sections -toQ8.1.4.:4, arid 1008.1.~:8; wtierE;i .installed on "Exi_t Access" doors, refer to CBC, ·section 1014-.2,. provision . .#2., · · 1'2) Post,maximumoccupanr)oad si_gns•in the/\-3 occupa.ncies. 13) Identify the door~rthat serve ~s :the "Mairi Entranee'.' to the· SKi,:Z tenant space. SHEET A~C)'1, :peWER/SIG'N_AL & EQUIP~MENT'PLAN: ·' ,1) Clarify tf:le purpo~e and ipe~ific functions df-thE;l "-Air Pathway" equipment. ' ' ' ~, , I I • • ' ' t , ' < '-'·, I 4 ;-' _,I ' ' ,., SHEET A401, FINISH PLAN: 1) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, 201 O CFC, Section 804. 2) Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 201 O CBC, Section 803.1.2. 3) Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. 4) Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. 5) Denote all decorative materials and trim and evidence of compliance in accordance with 2010 CFC 807.2. CIVIL DRAWINGS -SHEET 5 of 62 DRAINAGE & UTILITY PLAN: 1) Provide a copy of the approved Civil Drawing that shows the installation requirements for the relocated fire hydrant, which includes; specifications and inspection/testing notes; approved fire hydrant detail; type, class, length and size of underground pipe; location, type, and size of valves; point of connection detail (P.O.C.); and thrust block details. NOTE: The underground plans must comply with the Codes and standards that are incorporated by reference into the City of Carlsbad Ordinance. Additionally, the Civil Drawings must be stamped and signed by a licensed P.E. SHEET M1 .1 1 MECHANICAL NOTES & SCHEDULES: 1) . Add a note on plans to read: 201 O California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments; delete the reference to the 2006 IBC. SHEET M3.1, MECHANICAL FLOOR PLAN: 1) Refer back to the partition plan (Sheet A101), and carefully review the plan check comments to determine which walls are required to be rated; consult with the Architect for specific exact locations. Revise the mechanical plans to show smoke/fire dampers where ducts penetrate fire-rated walls, and provide applicable details on sheet M2.1. 2) Show the use or occupancy of every area, room, or space on the mechanical floor plan; coordinate room numbers with the partition plan. SHEET P-1, NOTES & SCHEDULES: 1) Add a note on plans to read: "All plumbing work shall comply with 201 O California Plumbing Code (CPC) Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 201 0 Amendments. Delete any references to the 2007 CPC. SHEET E1 .1, NOTE SHEET: 1) Add a note on plans to read: "All electrical work shall comply with the 2010 California Electrical Code (CEC), and all other applicable codes, regulations, and standards that are incorporated by reference into the city of city of Carlsbad Ordinance." 5 SHEET. E1 ,3, _LIGH"flNG DETAIL SHEET: 1) . Add· ttie. following notes.onto Sheet; E1 .3., • Means of egress illuminafio·n level sh·a11 be hot less than 1-foot candle at the walking surface :and· e<quipped' With not less than 90-minute battery :backup, 201 O C!3C,. Section 1006. • Bxit signs shall be· illu!Tliriated at all ·times and equipped with not less than 90-minute battery . backup. 2010 c~c. Section 1 _01·1.-5.3 · SHEET E2.0A,_ SITE PLAN: 1) Delete all references to the NEC ahd' provfde the foilowing· note onto· the plans: "All electrical work shall comply with :the: 201 O California Electricai: Code-{CEC), arid all other applicable co<;les, regulations, and -stahdards,that are incorporated by reference into the city of city of Carlsbact .Ordinance." · . ' 2) Provide a G_FGI circuit at the oµfdoor po·0,1 enclosure· an·d ca!l:.out WP. enclosures for new electrical panels. · SHEET E2.0B, 18r FLOOR PHOTOMElRIC: . 1) The. sheetwas left blank, please. ~larify or delete from set? SHEET E2.1, 18T FLOOR LIGHTING P'LAN: 1) Coordinate exit slgnage and·emergency eg_ress ligl:itirig requirements with the revised floor plan; consult with the Architeetfor exact locations. · · 2) Add the following notes onto Sheet: .E:2.1-. · • Means oJ egress· illuminati9n level shall be not less than 1-foot candle at the walking surface.and· eq1,1ipped with not less than 90-minute battery back1,1p, 20.1 O CBC, Section 1006. · ,·-" . ' . • Exit signs shall· be illuminated .at all times and .equipped with hot less than 90-minute battery backup. 201 O CBC, Section 101"1 ,5-.3.. · SHEET E4':1, 'PANEL SCHEDULES: 1) Upqate the individual panel schedul(;)s ·to show. circuJts for exit slgney, emergency egress lighting, anq .any other fire and life safety appliances, components, devices, or equipment, typical. Refer to the mechanical plans for smoke/fire damper locations. . ' ' '•· NOT!=: The lc!St sheet a·ppears to be from a different project, ,please clarify 0r remove from ch~ck set. END OF COMMENTS 6 ..• ,, / Will Foss <Will.Foss@carlsbadca.goV># To: Terranova Todd D.<tdt@arch3s.com> 13 December 2012 11 ·23 AM Cc: deFreitas Kevin <kevin@defreitasarchitects.com>, Giambertone Vin <Vg@arch3s.com>, Foussianes Nick <nickf@missionequities.com>, Gregory Ryan <Gregory.Ryan@carlsbadca.goV>, Gary Barberio <Gary.Barberio@carlsbadca.goV>, "KCulver@esgil.com" <KCulver@esgil.com>, William Anderson <Williarn.Anderson@carlsbadca.goV> RE: SKLZ Tl • Plan Check No. 12-1924 1 Attachment, 4 KB Todd, Thank you for reviewing the outstanding plan review comments with me. Based on the use and occupancy of the "Training Floor" area, as described in a letter dated 12/12/12 received from the principal of the business, John Sarkisian, I have determined that the most appropriate classification would be a "B" occupancy since the area is used for Training and skill development as noted in section 304 of the California Building Code. As a "B" occupancy the· occupant load of this area must remain less than 50 persons. Please note on the plans that an occupant load sign per section 1004.3 shall be posted in this area. Since the building is fully fire sprinkled and construction type is 111-B and yards are provided, the entire building could be classified as an A-3 for purposes of aJlowable height and area. In either scenario the occupancy separation would not be required between uses. Please be sure to respond in a timely manner to the remaining Fire and Building corrections and coordinate with the Plumbing, Electrical and Mechanical design professionals for the project. · As we discussed, the primary contact for this project going forward will be the architect of record Kevin deFreitas. All correspondence.and communication will be directed to Mr. deFreitas. Should the business plan or use and occupancy change in the future, the more restrictive requirements would apply. Regards, Will A «~---~ CITY OF CARLSBAD Building Division Will Foss CBO,MPA Building Official City of Carlsbad 1635 Faraday Avenue Carlsbad,CA. 92008-7314 T 760-602-2716 F 760-602-8560 From: Terranova Todd D. [mailto:tdt@arch3s.com] Sent: Wednesday, December 12, 2012 2:31 PM To: Will Foss Cc: deFreitas Kevin; Giambertone Vin; Foussianes Nick Subject: SKLZ TI -Plan Check No. 12-1924 Mr. Foss- First, I wanted to thank you for your time in helping us bring the outstanding permitting issues to a resolution regarding 'i• the SKLZ TI project. It was nice to speak with you earlier today and for you to jui:np in to assist. I understand from our conversation you were going to discuss the use group separation issue with the interested parties and get back to us with a resolution after having a chance to review the item. Thank You! In addition, we discussed an outstanding item on the latest EsGil Corporation review dated 12/5/2012 regarding the plumbing fixture count At that time you suggested I contact the EsGil reviewer, David Yao, to discuss the issue. I did call and speak with David but he declined to have a conversation regarding any of his review comments. I mentioned to him that you suggested we discuss this one item and he indicated that what you said would be acceptable and he would not discuss the project. I wanted to briefly explain to you how we achieved our plumbing count foF the project. Due to the nature of the facility the Training Floor # 110 was counted as a Group B office occupant load per the CPC Table A. As I mentioned this morning the facility does not function as a high volume public fitness center but a private low volume facility that trains a finite ·amount of athletes daily. Due to the training methodology and function of the environment the facility will never have a time where the capacity of the area will be maximized for a Group A per the Table A. You can see from our table on Sheet Tl .0 that we have provide more water closets, urinals and lavatories than the minimum required by the Plumbing Code. We hope you will understand our approach to the fixture counts provided and be in agreement. Finally, to provide you with a quick update. We have reviewed all of the latest MEP drawings and the latest round of review comments from EsGil, Daryl James Associates and the Planning comments from Shannon Wemeke. We have updated all of the drawings as needed and will provide a narrative response to each set of comments. This work will be completed today. The only outstanding item is the use group separation item we discussed. As soon as you are able to make a decision on that we can complete our work and we hope to have all drawings and comments back to the city this week. Please feel free to contact me with any questions and Thank You again for your assistance . ... Todd Todd D. Terranova architecture3S www.architecture3S-com C 978.265.4779 ----~~·.:~·,, ·." . ~ ~.. ' . SKLZ}: December12,2012 Will Foss -Carlsbad Building Official Bill Anderson -Carlsbad Fire Marshall 1635 Faraday Ave Carlsbad, CA 92008 Re: 2081 Faraday Ave -Phase II Training area Dear Sirs: SKLZ innovates and creates training products, instructional content and in partnership with Athletes Performance develops training programs for elite athletes. .. --.;, Our partner Athletes Performance who specifically trains elite high school, college .. and professional athletes including Olympic athletes for Germany, China, Brazil, and the United States will operate the new facility. Their training methodology is delivered in a one on one environment. In order to deliver a high quality effective experience there is rarely more than 10 to.12 athletes training in the facility at one time. As an example the cost for a college football player to train at AP in preparation for the NFL draft is $30,000 for six weeks of performance training, nutritional instruction and recovery/rehabilitation. The athlete and their agent expect an exclusive and effective training program for the money and time invested. This facility will also serve as a laboratory for SKLZ and AP to continue to develop innovative training products and methodologies as well as create instructional content that is captured in video and photography. I hope this letter gives you an understanding of the use of the facility and should you have any thoughts or questions please do not hesitate to contact me at your convenience. A Pro PerfolT)'lance Sports Brand // 2081 Faraday Avenue II Carlsbad, CA 92008 ()I? :_c.-c::c:-::cac::c.:_ -· ·-----========1 ~={ 2--='=( ==""l.--, December 12, 2012 Will Foss -Carlsbad Building Official Bill Anderson -Carlsbad Fire Marshall 1635 Faraday Ave Carlsbad, CA 92008 Re: 2081 Faraday Ave -Phase II Training area Dear Sirs: c,.c_ h Le City of Carlsbad DEC 12 2012 BUILDING DIVISION SKLZ innovates and creates training products, instructional content and in partnership with Athletes Performance develops training programs for elite athletes. Our partner Athletes Performance who specifically trains elite high school, college and professional athletes including Olympic at~letes for Germany, China, Brazil, and the United States will operate the new facility. Their training methodology is delivered in a one on one environment. In order to deliver a high quality effective exp-erience there is rarely more than 10 to 12 athletes training in the facility at one time. As an example the cost for a college football player to train at AP in preparation for the NFL draft is $30,000 for six weeks of performance training, nutritional instruction and recovery/rehabilitation. The athlete and their agent expect an exclusive and effective training program for the money and time invested. This facility will also serve as a laboratory for SKLZ and AP to continue to develop innovative training products and methodologies as well as create instructional content that is captured in video and photography. I hope this letter gives you an understanding of the use of the facility and should you have any thoughts or questions please do not hesitate to contact me at your convenience. Regards, A Pro Performance Sports Brand // 2081 Faraday Avenue // Carlsbad, CA 92008 Structural Engineers Calculations for SKLZ Site Wall Carls bad, CA August 2012 ~GSSl==-8-~~~~·~'~'~-~~~~~~----- '~,,. Structural Engineers ENGR. _,,.~ ·--!,~--- SHEET _ _,._ __ _ GSSINO. ~------ DATE ~f..-Z. ~IC c.. 't>t; ,,;. fn..~ ~~,_,();.~~ ~~\),. ~ ') ~ '& l ~ I G li"z, C.\A ~tt;., 't\ ~ ~~ ~ '•) (2. c,n= rt i>i'L\:, ,~>t,.b,'7,~-'¢.,,,~ }r~ :: e t l'1. ~~ ~ i'-a ~~ ft!;,,f >'-~1'7, J itA,. •. ~;~~; m,"'c~I..) l ~ri ft.{ t~t %e.\~\,'\\e,,. -~"' t ~ ( Q1iH"ll.1i~\'i';:-I) t\~~ti>) ~ e ~,~ \/ s ~rtt ~ "Z.~ .. ' { $~!/:~';'t'-t ') -'i> ~ t,,. "~~~l;J:l ~c \'ft.1~ o /1....i:,, · t{ ~~ l~,r;) ~ li ~IL~~~\{\ -f t~~.1-~i'\1-\~)~ "' ttlt~~~ '}, ,.t\ ("l~\6\lfr 11 t ,t. -~ M \J ~t " ('; ~ ~ ( "1 ) t-i-\ 'f"C -= t"'4.~ :: I<&~~ ~i1... ~cc.~~<-G~~ 5~~-b ~4 9~ -;if..-?> )'I,\':-~~~ GSSI Structural Engineers 3969 First Ave. Suite 200 San Diego, CA 92103 Title : Sklz site wall Page: "J2. Job# : ... New... Dsgnr: Date: AUG 16;2012 Description .. .. This Wall in File: c:\users\bschell\documents\retainpro9\sklz Retain Pro 9 © 1989 • 2011 Ver: 9.20 8155 Registration#: RP-1150545 RP9.20 Licensed to: GSSI Engineers Cantilevered Retaining Wall Design Code: CBC 2010 j Criteria t :e 'i#'B#WW e:::: .... ¥491 Retained Height = 2.00 ft Wall height above soil = 6.75 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00in Water height over heel = 0.0ft I Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = Toe Active Pressure .Passive Pressure Soil Density, Heel Soil Density, Toe FootinglJSoil Friction Soil height to ignore for passive pressure = = = = = = 35.0 psf/ft 30.0 psf/ft 150.0 psf/ft 110.00 pcf 110.00 pcf 0.200 8.00 in . ~: Thumbnail ,.I ~=u=r=c=ha::.:,rn1q=e=L=?:_=~:::~=s::::i:a===::i::i ==11 1.L?tera,~1_;,oad Applied to Stem I Adjacent Footing Load ~djacent Footing Load : = Surcharge Over Heel = 0,0 psf Lateral Load = 26.0 #/ft Used To Resist Sliding & Overturning ... Height to Top = 8.75 ft Surcharge Over Toe = · 0.0 psf ... Height to Bottom = 0.00 ft Used for Sliding & Overturning The above lateral load r f'X~?!. 70,;,d Agene~, t,o s1;~ I I ~~~ ~:~ra~greased 1.00 Axial Dead Load = 0.0 lbs Axial Live L,oad = 0.0 lbs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = 0.0 in I Design Summary II I t: • • tW tM t t4 Ii i if i t : !I I Stem Construction I Top Stem Wall Stability Ratios Overturning Sliding Total Bearing Load ... resultant ecc. = = = = 1.67 OK 1.55 OK 1,565 lbs 10.13 in Soil Pressure@Toe = 1,699 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored@Toe = 2,379 psf ACI Factored @ Heel = 0 psf Footing Shear@Toe = 10.2 psi OK Footing Shear @ Heel = 4.4 psi OK Allowable = 75.0 psi .Sliding Cales (Vertical Component NOT Used) Lateral Sliding Force = 357.2 lbs I OB ft51¥ td½ ¥P ¢ 41 ·i -±£ Design Height Above Ftg ft= Wall Material Above "Ht" = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force@ Section lbs= Moment....Actual ft-#= Moment. .... All6wable = Shear ..... Actual psi= Shear ..... Allowable psi= Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in = LAP SPLICE IF BELOW in= Stem OK 0.00 Masonry 8.00 # 5 24.00 Center 0.444 328.8 1,067.6 2,403.6 7.3 69.7 78.0 3.75 45.00 HOOK EMBED INTO FTG in = 6.00 Footing Width = Eccentricity = Wall to Ftg CL Dist = Footing Type Base Above/Below Soil at Back of Wall Poisson"s Ratio = less 100% Passive Force = • 242.2 lbs less 100% Friction Force --313.1 lbs Lap splice above base reduced by stress ratio Added Force Req'd = 0.0 lbs OK ... .for 1.5 : 1 Stability = 0.0 lbs OK Load Factors ------------- Building Code Dead Load Live Load Earth,H Wind,W Seismic, E CBC 2010 1.200 1.600 1.600 1.600 1.000 Retain Pro Softv,are © 2009 HBA Publications, Inc. All Rights Reserved Masonry Data rm Hook embedrnent reduced by stress ratio Fy Solid Grouting Modular Ratio 'n' Equiv. Solid Thick. Masonry Block T.ype Masonry Design Metfiod Concrete Data fc Fy psi= psi= = = in= = = psi= psi= Licensed to: GSSJ Engineers San Die.90, CA 92103 1,500 60,000 Yes 21.48 7.60 Medium Weight LRFD : 6.o lbs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 g wv,w.RetainPro.com GSSI Structural Engineers 3969 First Ave. Suite 200 San Diego, CA 92103 Title : Sklz site wall Job# : ... New... Dsgnr: Description ... . Page:~ Date: AUG 16,2012 This Wall in File: c:\users\bschell\documents\retainpro9\sklz Retain Pro 9 © 1989 • 2011 Ver: 9.20 8155 Registration #: RP-1150545 RP9.20 Licensed to: GSSI Engineers Cantilevered Retaining Wall Design Code: CBC 2010 ) Footing Dimensions & Strengths • i St -i #fi#stt ttPI, l%' tW M i9M # $ ;_,, Footing Design Results u i ' ii* l 'j • ' Toe Width = 1.08ft _IQg_ __!:!gg_L Heel Width = 1.83 Factored Pressure = 2,379 O psf Total Footing Width = 2.92 Mu': Upward = 1,438 4 ft-# Footing Thickness = 15.00 in Key Width = 12.00 in Key Depth = 0.00 in Key Distance from Toe -1.08 ft Mu' : Downward = 285 507 ft-# Mu: Design = 1,153 503 ft-# Actual 1-Way Shear = 10.20 4.40 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = None Spec'd fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Min. As% = 0.0018 Cover@ Top 2.00 @ Btm.= 3.00 in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S • Fr Key: Not req'd, Mu < S * Fr I Summarx of Overturn ins & Resistina Forces & Moments • ..... OVERTURNING ..... • .... RESISTING ..... Force Item lbs Heel Active Pressure = 184.8 Surcharge over Heel = Toe Active Pressure = -55.1 Surcharge Over Toe = Adjacent Footing Load ~ Added Lateral Load = 227.5 Load @ Stem Above Soil = Total = 357.2 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = DESIGNER NOTES: Retain Pro Software© 2009 HBA Publications, Inc All Rights Reserved Distance Moment ft ft-# 1.08 200.2 0.64 -35.2 5.63 1,279.7 O.T.M. = 1,444.7 Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Force Distance Moment lbs ft ft-# 256. 7 2.33 598.9 79.4 682.5 546.9 43.0 966.9 797.5 = 1.67 Key Weight = 0.54 1.42 1.46 1.58 1,565.5 lbs Vert. Component = Total= 1,565.5 lbs R.M.= 2,406.3 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Licensed to: GSSI Engineers San Diego, CA 92103 www RetainPro.corn . 8.in Mas w/ #5 @24.in o/c I Solid Grout r Special lnsp r I. ~ r 6'-9" ~ 8'-9" r r ~ 2·-0" I I 8". I i . I I . ,--.·· -1 ··· ... 1'-3" I ., ' _.__-:, Designer select 1 '-1" 1 '-1 O" all horiz. reinf. ""a---1-~1 11111..:----.p.,_ See Appendix A 2'-11" I --1 Pp= 242.19# 357.24# 1699.1psf GSSI Structural Engineers 3969 First Ave. Suite200 San Diego, CA 92103 Retain Pro 9 © 1989-2011 Ver: 9.20 8155 Registration#: RP-1150545 RP9.20 Licensed to: GSSI Engineers Title : Sklz Page:.!E..__ Job# : .•. New... Dsgnr: Date: SEP 11,2012 Description .... eccentric footing ~,~ This Wall in File: c:\users\bschell\documents\retainpro9\flow Cantilevered Retaining Wall Design Code: CBC 2010 I Criteria ____________ .. , /Soil Data I Retained Height = 0.25 ft Wall h·eight above soil = 8.00ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 2.00in Water height over heel = 0.0 ft Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Footing!ISoil Friction Soil height to ignore for passive pressure = = = = = = 30.0 psf/ft 150.0 psf/ft 110.00 pcf 110.00 pcf 0.250 8.00 in Thumbnail I Surcbarge Loads • I Lateral Load Applied to Stem I I Adjacent Footing Load I Surcharge Over Heel = 0.0 psf NOT Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf NOT-Used for Sliding & Overturning I Axial Load Applied to Stem Lateral Load = 0.0 #/ft Adjacent Footing Load ... Height to Top = 0.00 ft Footing Width ... Height to Bottom = 0.00 ft Eccentricity -The above lateral load Wall to Ftg CL Dist • has been increased 1.00 Footing Type by a factor of Base Above/Below Soil Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axiai Load Eccentricity = 0.0 in at Back of Wall Wind on Exposed Stem = 26.0 psf Wind acts left-to-right toward retention side. Poisson's Ratio · 1 Design Summary • I Stem Construction • Top Stem ,.____________ Stem OK Design Height Above Ftg ft= 0.00 Wall Stability Ratios Overturning Sliding = 1.26 Ratio < 1.5! 2.71 01( Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at = = Masonry 8.00 Total Bearing Load ... resultant ecc. = = 1,422 lbs 3.16 in Soil Pressure@ Toe = 225 psf OK Soil Pressure @ Heel = 650 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACl Factored @ Toe = 315 psf ACl Factored @Heel = 910 psf Footing Shear@Toe = 3.1 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable 82.2 psi Sliding Cales (Vertical Component NOT Used) Lateral Sliding Force = 196.1 lbs less 100% Passive Force. = -175.0 lbs less 100% Friction Force --355.5 lbs Added Force Req'd = 0.0 lbs OK ... .for 1~5: 1 Stability = 0.0 lbs OK Load Factors ------------- Building Code Dead Load Live Load Earth,H Wind,W Seismic, E CBC2010 1.200 1.600 1.600 1.600 1.000 Retain Pro Sof!\~are © 2009 HBA Publications, lnc. All Rights Reser1ed Design Data fb/FB + fa/Fa Total Force@Seytion Moment....Actual Moment. .... Allowable = = = = lbs= ft-#= = Shear ..... Actual psi = Shear ..... Allowable psi = Wall Weight = Rebar Depth 'd' in = LAP SPLICE IF ABOVE in = LAP SPLICE IF BELOW in= # 5 24.00 Center -0.588 331.7 1,414.3 2,403.6 7.4 69.7 78.0 3.75 45.00 HOOK EMBED INTO FTG in = 6.00 Lap splice above base reduced by stress ratio Masonry Data f'm Hook embedment reduced by stress ratio Fy Solid Grouting Modular Ratio 'n' Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy psi= psi= ::: = in= = = psi= psi= Licensed to: GSSJ Engineers San Diego. CA 92103 1,500 60,000 Yes 21.48 7.60 Medium Weight LRFD = 0.0 lbs = 0.00 ft = o.oo in = 0.00 ft Line Load = 0.0 ft = 0.300 www.RetainPro.com GSSI Structural Engineers Title : Sklz Page: "7 3969 First Ave. · Job# : ... New... Dsgnr: Date: SEP 11,2012 Suite 200 Description ... . San Diego, CA 92103 eccentric footing This Wall in File: c:\users\bschellldocuments\retainpro9\flow Retain Pro 9 © 1989 • 2011 Ver: 9.20 8155 Registration#: RP-1150545 RP9.20 Licensed to: GSSI Engineers Cantilevered Retaining Wall Design j Footing Dimensions & Strengths 111 t #ii\: ,ll•fi• ' Toe Width = 2.58ft Heel Width = 0.67 Total Footing Width = 3.25 Footing Thickness = 18.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 1.75 ft re = 3,000 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf Min. As% = 0.0018 Cover@ Top 2.00 @ Btm.= 3.00 in __Tog_ Factored Pressure = 315 Mu' : Upward = 1,820 Mu' : Downward = 1,285 Mu: Design = 535 Actual 1-Way Shear = 3.07 Allow 1-Way Shear = 82.16 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd l<ey Reinforcing = None Spec'd -':!filtl_ 910 psf 18 ft-# 5 ft-# -12 ft-# 0.01 psi · 82.16 psi Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined I Summary of Overturnin~ & Resisting Forces & Moments g,;g ;: = ..... OVERTURNING ..... Force Distance Moment bm b ft ft-# Heel Active Pressure = Surcharge over Heel = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total = Resisting/Overturning Ratio 53.6 -41.7 -208.0 -196.1 0.58 0.56 5.75 O.T.M. = 31.3 -23.1 -1, 196.0 -1,187.9 Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = * Axial Live Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Code: CBC 2010 ::e: .. ... RESISTING ..... Force Distance lbs ft 0.1 0.00 47.3 643.5 731.3 1.96 0.34 1.63 1.75 Moment ft-# 0.0 92.7 216.6 1,188.3 Vertical Loads usE;<;l for Soil Pressure =· = 1.26 1,422.1 lbs Vert. Component _= ____ _ DESIGNER NOTES: Retain Pro Software©2009 HBA Publicalions, Inc All Rights Reserved Total= 1,422.1 lbs R.M.= 1,497.6 • Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Licensed to: GSSJ Engineers San Diego. CA 92103· 1w,w.HetainPro.com -- 8.in Mas w/ #5 @ 24.in o/c i Solid Grout Special lnsp r [ 8'-0" 8'-3" • • • t 2" I ~ . ._ ,, '' ,'' 1'-6" "' ' "' Designer select .~ 2"-7" §'. .. all horiz. reinf. --1-- See Appenqix A 3'-3" ~ ~ -196.07# 650.34psf 0 cc ""' ~ I :J !II z C!J z ! 0 ~ c( (/) w z 0 z w ..J c) (/) I u.i ... .., ~ 0 ::,.: III 0 Q w ~ :E cc a. a. <( ::,.: III 0 Q ~ :E frl ::r: 0 z ::,.: III a: z I r-... CW) co 0, w cc cc w :::> III C!J ::iE -:J LL Z ~ 2§ 0 g cc 0 0 w 0 w en cc w 11. ::, en LL 0 w en ::, cc f2 ~ ::J in in z 0 11. ffl cc 0 z w ::; ::, en en < z < (.) ~ w (.) § z I-::, 0 :c I-?:. w (!l ~ :c (.) 0 z < w (.) z ~ w ..J 12 en cc w cc ::, b ~ ::, z < ::; 12 I-&l iil ::, en w cc < en z 0 in z w ::; 5 SMITH@ JAY R. ~ )i:-SMITH MFG.CO.® ~- LOCATION [ POST OFFICE BOX 3237 , MONTGOMERY, ALABAMA 3610ll-0237 (USA) MEMBER OF ACORN'S FAMILY OF COMPANIES ~ ~" CUSTOMER TEL! 334-277-8520 FAX: 334-272-7396 www.Jrsmllh.com <I> MEMBER OF: C DRIVEN 9837 MEMBRANE DRAIN FUNCTION: Used in surface drainage applications in a suspended slab where any fluid permeating through the concrete is collected and directed back into the trench drain via a membrane and weepholes. Loading is determined by the grating up to load class C. RECEIVED CHANNEL SUPPLIED SEPARATELY MUST BE SPECIFIED NOTE: This product is not designed to be used over any occupied space. REGULARLY FURNISHED: 1/2 meter polyester polymer concrete clamping subframes with integrally molded galvanized steel edge rails and galvanized steel clamping devices. 2 required per 1 meter. Grating as per specification. NOTE: Channel supplied separately must be specified. DEC 19 2012 6.88(174) 5.12(130) .00(100 r-1--1--+---QUICK LOCK GRATE 1r-t--+----QUICK LOCK BAR TO CALCULATE OVERALL DEPTH, ADD 3.62", MEMBRANE THICKNESS AND CHANNEL DEPTH OPTIONAL MATERIALS: D SS Edge Rails D SS Clamping Device D 9832-080 1 M CHANNEL CJ9832-0100 1M CHANNEL 098141M CHANNEL MEMBRANE SUBFRAME WEEPHOLES MEMBRANE (By Others) ~--CLAMPING DEVICE SPECIFY 9832 CHANNEL SEE OPTIONAL MATERIALS Trench Drain Series 6-23-11 Added Note TBW PJ WEIGHT VOLUME FIGURE NUMBER B A 8/21/07 Revised Reg. Furnished RN PJ POUNDS CUBIC FEET ~~~-~-~-~-~A-d-ded_(_e_y_o_th_e_ra_> ____ ~_R_N_~_M_D__ 9837 REY. DATE DESCRIPTION BY CKD.BY e-B~ -U~a>-<t{/, j "' a: ID wN ~i :::::, IIS z C, z ~ 0 ~ <C Cl) w z .. 0 ~z c3 Cl) ! ... .i, Iii G: 0 ~ oC ~ :s a. a. <t ~ oC ~ :s (.) w :c 0 ~z za: I 0 en m r---CW) co 0) w a: a: w :::::, co C, :::E _:::::, Ll. z 1!i 23 0 g a: 0 0 w 0 w (J) a: w a. ::, (J) u. 0 w (J) ::, a: f2 ~ ::I iii in z 0 a. (J) w a: 0 z w :; ::, (J) (J) < z < 0 w ::: w 0 § z I-::, 0 :c: I-~ w (!) z < :c: 0 0 z < w 0 z ~ w _, ~ (J) a: w a: ::, I-0 1l: ::, z < :; ~ t w i:6 ::, (J) w a: < (J) z 0 in z w :; a REV. 9837 MEMBRANE DRAIN GRATE SPECIFICATIONS BY LOAD CLASS Light Duty, DIN 19580 Class A -3,500 lbs -70 psi For pedestrian, wheel chair and bicycle traffic -09870-410-GP-1/4 dia. perforated galv. steel grate -(27.60 SQ. IN.) Open Area/1 Meter -09870-420-G -31/4 x 3/8 slotted galv. steel grate (42.60 SQ. IN.) Open Area/1 Meter i:]9870-450-SS-31/4x 3/8 slotted stainless steel grate (42.60 SQ. IN.) Open Area/1 Meter {7]9870-451-SSPA-1/4 dia. perforated stainless steel grate (27.60 SQ. IN.) Open Area/1 Meter CJ9870-445-SSADA-13/16 x 3/16 longitudinal stainless · steel slot bar grate (95.00 SQ. IN.) Open Area/1 Meter 09870-494-PADA-1 3/4x 5/16 longitudinal slot black polypropylene grate (28.0 SQ. IN.) Open Area/1/2 Meter Heavy Duty, DIN 19580 Class C -56,000 lbs -1,162 psi For commercial pneumatic tire traffic patterns, forklifts and tractor trailers -09870-405-GM-13116 x 1/2 longitudinal galv. steel slot bar grate (125.30 SQ. IN.) Open Area/1 Meter -09~70-411 -GPHD-1/4 dia. perforated galv. steel grate (27.60 SQ. IN.) Open Area/1 Meter -09870-416-GS-solid galvanized steel cover -09870-425-GHD-31/4x 3/8 slotted galv. steel grate (42.60 SQ. IN.) Open Area/1 Meter -09870-430-SSM-1 3/16 x 1/2 longitudinal stainless steel slot bar grate (125.30 SQ. IN.) Open Area/1 Meter -09870-455-SSHD-3 1/4 x 318 slotted stainless steel grate (42.60 SQ. IN.)Open Area/1 Meter -09870-465-SSP-1/4 dia. perforated stainless steel grate (27.60 SQ. IN.) Open Area/1 Meter 09870-477-ML-1 314 x 1 longitudinal ductile iron slotted grate (42.00 SQ. IN.) Open Area/1/2 Meter 09870-479-MD-Mosaic pattern ductile iron grate (19.50 SQ. IN) Open Area/1/2 Meter -09870-485-PB-1/4 dia. perforated brass grate (27.60 SQ. IN.) Open Area/1 Meter 09870-492-RC-11/2 x 13/16 slotted resin composite grate (16.30 SQ. IN.)Open Area/1/2 Meter •Available in 1 Meter and 1/2 Meter DATE DESCRIPTION BY CKD.BY WEIGHT POUNDS Trench Drain Series VOLUM!; FIGURE NUMBER CUBIC FEET 98378S .... My Industry Products ---·--------· -- Light Commercial Washers and Dryers Washers Topload Washer Front/cad Washer Drye,_ Electric Gas Stack Dryer/Dryers Electric Gas Stack Waaher/Drye,- Eleclric Gas Distributor Login Distnbutor Locator~ zipcode Sut Architects Green Technologies Financing Service/Support Home Products Light Commercial Washers & Dryers Washers FTUA1A FTUA1A Peace of Mind Frontload Washer FTUA1A Lower Utlllty Cost~ This machine is ENERGY STAR® qualified because it uses less hot water,. removes large amounts of moisture and is equipped with a motor that reduces energy consumption. Plus, the washer's super-high spin speed reduces drying time and energy costs. User Friendly Loading and unloading is easy with an extra-wide see-through door with a 180' swing for easy access. The unique front control design allows for convenient storage and placement within your facility, and the automatic supply dispenser allows you to add chemicals for each cycle of the laundry process. UniMac is plea~~ to offer a one-year limited warranty on any part of the FTUA1A. 'Parts only, labor not included. See UniMac Warranty Bond for specifics. Print l9 Share m 1 Specifications I Control Option I Tech~lcal Literature !Advertising Literature I Width· in (mm) 26 7/6" (683) Depth -in (mm) 28" (711) Height-in (mm) 41 3/6" (1054) Height to Work Surface -In (mm) 41 3/8" (1054) Operation Manual Control Basket Volume -cu. ft. (liters) 2.84 (60) Spin Speed • RPM 500,650, 1000 Water Temperatures Hot/Cold, WarrrlWarm, Wann/Cold, Cold/Cold Cycles Regular, Permanent Press, Delicate, Rinse and Spin, or Spin Cycle Time 27 minutes plus fill time Water Pressure· psi (bar) Pressure FIii 20 to 120 (1.418.3) Cycle Cue Lights Yes Top and Lid Finish Porcelain Color White Motor Mu/ti-speed 3/4 HP Electrical Specifications 120/60/1-15 amp Net Weight (Approx.) -lb (kg) 240 (109) Dom. Shipping Weight (Approx)-lb (kg) 260 (118) Agency Approvals UL cULus Print l9 Share m home I products I green technologies I my industry I distributor locator I contact us site map I distributor login I privacy statement I user agreement ,· ,, My Industry Products ---·------------ Light Commercial Washers and Dryers Washers Topload Washer Fronlload Washer Oryere Electric Gas Stack Dryer/Dryers Electric Gas Stack W1111har/Dryars Electric Gas ---------·--·------- Distributor Login Distributor Locator~ zipcode Sut Architects Green Technologies Financing Service/Support Home Products Light Commercial Washers & Dryers Dryers UDE807 Light Commercial Dryer UDE807 Single Electrtc Dryers UDE807 Lower Labor Costs· Our extra-large drying capacity cylinder allows you to handle sizable wash loads despite the unit's compact size. Plus, a two-piece front panel allows easy access to major components to speed up maintenance and service tasks. Lower Utlllty Costs Smooth baffles are used to toss and tumble laundry freely for maximum dry air movement, ensuring you'll always get the most out of your drying cycles. Peace of Mind UniMac is pleased to offer a-three-year limited warranty on any part of our light commercial dryers. 'Parts only, labor not included. See UniMac Warranty Bond fur specifics. I Specifications I Control O~tion j Technical Literature j Advertising Literature j Width -in (mm) 26 7/8" (683) Depth-In (mm) 28" (711) Height-in (mm) 43 (1092) Height to Work Surface -In (mm) 36" (914) Cylinder Volume -cu. ft. (liters) 7.0 (198) Color While Motor HP 60 Hz: 1/3 HP, 5,5 amp Motor RPM 60 Hz: 1725 Btu Per Hour 25,000 (6,300 kcal) Electrtcal Requirements Gas: 120l6G'1 -15 amp Elecll!c: 120/240/60/1 -30 amp 120/208/60/1 -30 amp Print l9 Share fa Heating Element (Electrtc) 60 Hz: 5350W, 240V Also 4750W, 208V Type of Gas (Gas models only) Factnry-equlpped fill' naturaVmlxed gas Convertible to LP gas Ufility Connections -in (mm) 3/8" NPT (9.5) Air Outiet Diameter-In (mm) 4• (102) Exhaust Airflow 220 (105 liters/sec.) Net Weight (APprox.) -lb (kg) Gas: 140 (64) Eledrlc: 135 (61) Dom. Shipping Weight (APprox.) -lb (kg) Gas: 150 (68) Electric: 145 (66) Agency APprovals UL, CSA ·.~. t·,,·i.• "--~· --. . ~ '? l •'.>,,;_'• ""'" .... , .... _~----, '•'' < --, ___ ·,---,~ - ._, ·1··/: ... ~.:·:t . -... ,.: . \ ,\ ..... ' ~ ----:--........ --} • r ,. ? , '-' ,1, 1: ' ~l. - • .)lJll l Ull 11.; IIJ O sixonas, while rf1Tloving 95~t of a s.wt'swater. Aulcm;,tic tHner hef os lo orotixt yew· suiumte trcm O'leruse. Dc.-n 1 let swimmers dry more 1t1a:11r..ey shc~i:d. SUITMATE~i ~XrRAcroR CO-RPORATtON 715 M.artln Om,o, P.O. 80:c lh) South E.l!Jln, IL tiotn Pt1cne:800-553-3~S3 ll-47'7'42-35-32 Fu: 347.7,42-,3551 , •• Ill - Suitmate'·tfr ,sw·im_suit Water ' Extractor .removes 95% of a suit's water in seconds to keep pool water from damaging your f acitities. SUITMATti E~TRAC'TO-RCO~POAATION 7'5 Martin Drlvt>, P.O. Bo,c 91> s00-1n Elgin, tL 501 n P~oo.:$1J0-553..J3S3 ij47 •74:2•3$32 F.u~ 347-742~5$2 Em11r-.l: ln-f~-u:itntnttt.<:om Wob: www.iul1rri!lt•.eom ' ,, Clothes Dryer Nonmetered and Metered Electric and Gas Models [D Keep These Instructions for Future Reference. (If this machine changes ownership, this manual must accompany machine.) ~ lliance Laundry Systems www.alliancelaundry.com Part No. 512680R8 October 2012 OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE UPFP# ______ _ HV# ________ _ BP DATE. _ __. __ .._ __ APN# 1.(2--lo ·i..-1-(o Plan File# The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZAROOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items 8\e circled ~plicant must contact the Fire P.rot71n 1gen1 ~ir jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): Sl I Si S:,.f, Occupancy Rating: A\ 3 B ~ 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. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None ofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioact!ves PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS IHMDl: If the answer to any of the questions is yes, applicant must contapt the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the Issuance of a building permit FEES ARE REQUIRED. Project Completion Date: C,'3 1...JLJJ '2,o I l.-Expected Date of Occupancy: 0 3 /_~j_j2.Dl3 0 CalARP Exempt YES NO (for new construction or remodeling projects) 1 .. 1. 2. 3. D K Is your business listed on the reverse side of this form? (check all that apply). Date Initials D ~ Wi!I your business dispose of Hazardous Substances or Medical Waste in any amount? D CalARP Required D ~ Will your business store or handle Hazardous substances in quantities equal to or greater than 55 gallons, 500 pounds, 4. D 5. D 6. D 1.· D 200 cubic feet, or carcinogens/reproductive toxins in any quantity? )$1' Will your business use an existing or install an underground storage tank? ~ Will your business store or handle Regulated Substances (CalARP)? lZ( Will your business use or install a Hazardous Waste Tank System (TiUe 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). Date Initials 0 CalARP Complete Date Initials PART Ill: 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 District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commenci1Jg demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. D ~ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www sdapcd orqlinfoffactsfpermits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. D ~ (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 disbict). 3. D i Has a survey been performed to determine the presence of Asbestos Containing Materials? 4. D Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. D Will there be demolition involving the removal of a load supporting structural member? FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _____________________________ _ BY: _________________________ _ DATE: __ _./ __ _._ __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCO COUNTY-HMO APCD COUNTY-HMO APCD xA stamp in this box .2!l!l£ exempts businesses from completing or upaatmg a Hazardous Materials Business Plan. other permittin re u1rements ma still a g q y I. ppy HM-9171 (02/11) County of San Diego -DEH-Hazardous Materials Division INDUS7RIAL WASTEWATER DISCHARGEPERMBT SCREENING SURVEY Date r'L- Busin 5 KL-Z- Street Address. P.. 0 & I ,:: ;(.\ ll.ADA 7A1.1~ CAA-ls bA~ CA 9 a O () y Email Address ~ , ~/cc.. 2., , Gr,n-.- PLEASE CHECK HERE IF YOUR B!JSINESS IS EXEMPT:' (ON REVE~SE SIDE, CHECK TYPE OFBUSINESS) D Check al! below that are present at your facility: .. Acid Cleanir:ig Ink Manufacturing Nutritional Supplement/ Assembly ~ Laboratory Vitamin Manufacturing Automotive Repair : Machining/ .Milling Painting/ Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing · Membrane. Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membraJ7es) Manufacturing Bulk Ghernical Storage Metal_ Casting /Forming Pesticide Mam,1facturing / CarWash Metal Fabrication Packaging Ch-emicai Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroles$ plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. pho$phating} . Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film/ X-ray Processirig ·Printed Circuit Board Rubber Manufacturing Food Processing Manuf~during -Semiconductor Manufacturing Glass Manufa.cturing Metal Powders Forming Soap/ D·etergent Manufacturing Indus.trial L9undry Waste Treatment/ Storage SICCode(s) (if known): _____________________ _ Srief description of busines~ 9ctivities (Proc\uction / Marrufacturing Operations): _____ _ OesGriptlon of operations generating wastewater {discharged to sewer, hal!led or evaporated): ll0/4/hA,,( w A.Td/l 7se ~ea_ 72uc/4~ ¼--: t Estirnated volume of industrial wastewat:er to be c;lischarged (gal/ day): -~~--'-----,-- List ha.zardous wastes .generated (type/ volyme ): -'-'itVt-->'-c>'--'d.__..t,,__"' __ ~----~--- Date operatiqn began/or will be_gin at this location: --"--------~-------- Have you applied for a Wastewater D~chatge Permit. from the Encina Wastewater Authority? Yes No If yes, whe.n: ? . . . . . Ch ~_s ~~~ Title ~ 0 pen) {ecJJ ~~~~iL,..!2.~::::'....,'.1-,,:~~~1.d~~Phone Nd .. ~--"---------- ltY, '6200 AVenida Eri9inas Carli!,,a_d, CA 92011 (760) 4;3?-3941 FAX:· (79.0) 476-f.¾852 . «~ ~ CITY OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov CARLSBAD B-18 Project Address: Permit No.: Information provided below refers to work being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. 8-18 Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains .............................. " ....................... ~ New buildfng sewer line? ......................................................................... H .............. Yes_ No~ Number of new roof drains?............................................................................................................... 0 Install/alter water line? ......................................................................................................................... ~ Number of new water heaters? ••••..•.•••••••••••••••••••••• , .......................................................................... _1_ Number of new, relocated or replaced gas outlets? .................................................................... _1_ Number of new hose bibs? ......................................................................... :........................................ 1 Residential Permits: New/expanded service: Number of new amps: ______ _ Minor Remodel only; Yes__ No Commercial/Industrial: Tenant ~mprovement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: 6tsA@'t~ov l'l'L !rt! tdlv Single Phase ............................................................... Number of new amperes ___ ,¥-=---- Three Phase ................................................................. Number of new amperes / L( l. /t@-to~ V Three Phase 480 ........................................................ Number of new amperes b { , SA al ~8ov Number of new furnaces, A/C, or heat pumps?............................................................................ 2 New or relocated duct worR? .......................................................................... Yes X No -• Number of new fireplaces? ................................................................................................................. ~ Number of new exhaust fans? ......... '. .................................................................................................. _a_ Refocate/install vent?............................................................................................................................ A(/# .Number of new exhaust hoods? ........................................................................................................ ~ Number of new boilen, or compressors? ........................................................... Number of HP _.!:!/k_ Page 1 of 1 Rev. 03/09 r-----------------------------------"'::-:,:i--r-,--,,---e,--- Development Services Department Inspection Services Division .Clrcuit Card (Primary) 9601 Ridgehaven Court, Suite 220 THE CITY OF SAN DIEGO San Diego, CA 92123 • (858) 492-5070 Call (858) 581-7111 for Inspection. Page 1 of~I __ ,THIS-CARD'MUST-BE 'FJl,.;l,jED,:OUT ANI) A'1.AILABtE·.ON'.l"JiE JOB .Sl!J'E FOR"T;HE. - tR9u~fi:1f{seE~Tt<>o't~):;y~~-i$1.PPPL:~M~-~TA,1.;';~cfRCU,IT~~J.\f!D(~J'.FQftivlo-iuf?· --- ,THANJ;l_(?til;J~t(;E1'1_E~~L£'1J$E_'.C:l~t:,lln:s(:t:Q:f~!,.i';;.JI~E:REVE~$EtS iq~~:-'::,t_ ' Fill in applicable items below Use remarks as necessary to describe work PERMIT/APPROVAL NO. PLAN FILE/PROJECT NO. >· JOB ADDRESS (Print Number, Street Name, Unit No.) CIRC_UIT•N(). ~ CIRCUIT NO. 2 __ Breaker Size: ·15,A Wire·Size: 14G -Breaker Size: *ROOMS T'' ·•c w. R· ·s *ROOM;,_'. Bedroom /f-1 . -.1 : .2: 2 Kitchen_ H,all 2' t ' 1, -Kitclien _ Bedr~om-#2 4 : 1 : Dining Room___ 1 ' . ' Bedroorp #3 .@ G)' Brel3kfast Nook 1 Garage -1 _ 1 ; ·1 ' 1. * Name of each Room where devices are located. 2. List old and new devices on s?me circuit-marking old devices thus <D 3. Use circuit spaces below for general light and small appliance circuits only. 4. San Diego Electrical Policy limits current consuming devices to a maximum of 15 per general use circuit and 4 per small appliance (20 amp.) circuit. 5. All circuit breakers to be permanently labeled at all service and feeder panel dead fronts. T = Device Tail C = Ceiling Light W = Wall Bracket Light R = Convenience Receptacle S = Switch wse actual· numbers 1,2,3 ... to identify amounts of each device type). CIRCUIT NO. 2-CIRCUIT NO. lb/I <3 Breaker Size: 20 A Wire Size: l 2.. G Breaker Size: 3:::) A Wire Size: \0 G *ROOMS T C w R S *ROOMS T C w R s .SPAUCtK.f I Pl.uNG. c. 2. 1\0\J \ CO C.IA.l\,\,ec 'TUlfN 209..\J \ (() 'Th\-\N CIRCUIT NO. 4-/IL, CIRCUIT NO. Breaker Size: \S A Wire Size: 1'2.. G Breaker Size: A Wire Size: G *ROOMS T C w R S *ROOMS T C w R s -:l'ETR.lmf '2. 2.0~\J l<9 ntH I\.\ CIRCUIT NO.Sj 'II\ CIRCUIT NO. Breaker Size: \S A Wire Size: 12... G Breaker Size: A Wire Size: G *ROOMS T C w R s *ROOMS T C w R s PLUNGE Yan\ i.. 2.0~N \\0 Tu-1-fl'J CIRCUIT NO./?./ ((I, Ci'RCUITNO. Breaker Size: 20 A Wire Size: 12. G·· Breaker Size: A Wire Size: G *ROOMS T C w. R s *ROOMS T C w R s 5PA Fi L Tt:;(< 2. ? rio--V )m -- ::fl.fl-{[\.) "' NAME WIRE SIZE BREAKER PLATE SI_ZE AMPS-KW AL cu (AMPS) SERVICE (Main) FEEDER #1 (Subpanel) -· FEEDER #2 (Subpanel) · COMPACTOR .. ~ COOKTOP DISHWASHER DISPOSAL MICROWAVE .. OVEN RANGE DRYER LAUNDRY ·.WATER HEATER 'NC ,. HEATING - REMARKS: - Computed Load: AMPS AFCI Protected Circuits (list locations): GFCI Protected Circuits (list locations): A-r SDQ. fQ _AQEA C, .::,erv,ce Bond/Ground information. ' (a) D New (,f) OR D Exist_ing (.f) (b) Bond/Ground Wire(s): Size(s) ___ _ Type (.I) 0 AL OR O CU (c) Location of Cold Water Bond Clamp: ____________ _ (d) Location of Ground Clamp: ______________ _ I certify that the above information is accurate and complete and that all terminations are properly torqued. Company Name (Print): .... M .... 1,..,,,$ ... S...,l_..Q'-'-O_,__,_£ ... o:.,,,a...,{-=s'---------- E~cl,ic;,"'owae, N,me(POat)c \:t~IJ@.\t Electrician/Owner Signature: -~-)A_~_-£.., ____________ _ California Electrician Certification Number: --'t\..,._ J...,{1-'-A,__ _______ _ Date: Oz/tz/\3 O This information is available in alternative formats upon request. DS-1779 (Rev. 2-03) I CB121924 2081 FARADAY AV SKILS: 15,860 SF OFF TO OFF Tl// 2 OUTDOOR PLUNGES: 48 tr/2 ft? ftz.-70 f'IA?v £NG./" h'IVE 4 S~c., I w/calcs Lo/3 /, 1.., --fL-,r-l&f '° ~ tD(51\'1--86&-tL-L--vr--l 16( t[ J ,i c vL/ ~fG t0 /3l I J~ Q,{-r-y_=rr=-1o ~ p~-:li, TD fl;~ ~~~ 1 GfGi1L GJ/ ~ ''\~1-z., ~lC @.,fC 1L( c;j,L, c,A-y ~ ~ f ~ l 21"' \ \"2-~ -nt @,. pc, ,a./ 1"'1 ) 1 2-~ :G> ~ ~ -@,<:,-I I.-p vt,J:iI> p,Jt<J e,a£::a-m M~ ~ l 7,,(2(1)/ I 1-C,{ '] -;'£ @,, pc..{, 1-t-<>fl~ t--1-i, °$ -~~) f z_/ L 7 (; z_, -f/ ~ {jl FC- \C ~ vs( ft. '\l\ A-, .,_, I i\ esL =~ 1&-\S1 ]0, \~'--'--0() ,N ' pl"-6 s~l ~ '::,,,:.,--~Q, . ~ ~ -fc_~ Flnallnsp. Approved I 0 / Date By BUILDING ,u/,.·_ 'I.. \~I,-I 2-/z.q/1z,. D LI / r;;J,,n-,- Pl.ANNING { n __ /2~/,2.... s.<.. J/w_,, ENGINEERING -l'7 Jh lA4 I I"') -I Jr6 Is~ FIRE Expedite? ( Y) N 1'2---i'? ~ j I \ 'f' {~ 't0/r.~ AFS Checked by: I HazMat APCD l.l~elth , Forms/Fees Sent Rec'd Due7 By Encina q/v-1,z. y N Fire y N HazHealthAPCD o/'/ 2-t,,( I 'Z. y N PE&M <j'/z_1.ftz.. y N School y N Sewer y N' Stormwater Ci'l~/1-Z.. y N Special Inspection y N CFO: Y(!V __ .. LandUse: Density: lmpArea: FY: Annex: Factor: - PFF: y {N) Comments Date Date Date Date Building IOI!:> h-z... 1-zi.s-/11-- Planning Jo 1../ 12.. lt 'm,z. I z./,;,/ I 7-.. I '2-}W/17... Engineering to' ,t.;/11,,, v ,,pf{'! '--v Fire 10 1 ''ill,,..., \l lri---1 ,--z-rz._/ (I / /'?-- Need? I ~ -\-,-u-l +o (").~ ~ne -ODone ODone DDone ODone .... sw rz=-.;..4 \ \ 0 Issued City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-28-2013 Plan Check Revision Permit No:PCR13022 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: BOB Building Inspection Request Line (760) 602-2725 2081 FARADAY AV CBAD PCR Lot#: 0 2121202600 $0.00 Construction Type: 5B Status: Applied: Entered By: Plan Approved: SKLZ: MECHANICAL CHANGES Owner: BIODEC LL C PO BOX 230931 ENCINITAS CA 92023 Issued: Inspect Area: Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $107.50 $0.00 $0.00 Total Fees: $107.50 Total Payments To Date: $107.50 Balance Due: FINAL APPROVAL Inspector: Date: Clearance: ISSUED 02/27/2013 JMA 02/28/2013 02/28/2013 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. , «~ ~ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Checl< Revision No. :fe, ~ / 71 -2-2..-Original Plan Check No. C0(2 ' l q Z i Project Address 20 f"{ r /1:KlrO&j /tf/13 Contact /)J b Ph Date _________ _ --------Fax _________ _ Em a i/ · boh@s{ctf[tP,-, IVlfcHA:r.iicaJ ,cod' ContactAddress _________________ City ______ Zip ____ _ General Scope of Work ___________________________ _ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: D Plans D Calculations .D Soils D Energy D Other __________ _ 2. 3. 4. Describe revisions in detail List page(s) where List revised sheets each revision is that replace shown existinq sheets f);Lwi ~ {}1,t_u .AA/,;'/.K"'] , I/ -, I 5. Does this revision, in any way, alter the exterior of the project? D Yes No 6. Does this revision add ANY new floor area(s}? D Yes 7. Does this revision affect any fire related issues? D Yes 8. ls this a complete set? D Yes ~ ,.@$'Signature_·--------------------------- 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: bui/ding@carlsbadca.gov www.carlsbadca.gov EsGil Corporation. In <Partnersfiip witfi government for (}Jui(aing Safety DATE: 02/28/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-1924REV /PCR13-22 PROJECT ADDRESS: 2018 Faraday Avenue PROJECT NAME: SKLZ T. I. SET:REVI CJ APPLICANT 1:1 JURIS. CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclose_d check list and should be corrected and resubmitted for a complete recheck. D The check list transmittec;j herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check ·list is enclosed for the jurisdiction to forward to the applicant contact _person. D · The applicant's copy of the check list has been sent to: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted Date contacted: Mail Telephone Bob/Slayton Mechanical (by: ) Email: Fax In Person Telephone #: Fax#: ~ REMARKS: Change in room use to "Office". Deletion of demand control ventilation for this room. By: Eric Jensen EsG ii Corporation [8'.I GA [8'.I EJ O PC Enclosures: 02/28 9320 Ghesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-1924REV /PCR13-22 02/28/2013 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad /PCR13-22 PLAN CHECK NO.: 12-1924REV PREPARED BY: Eric Jensen DATE: 02/28/2013 BUILDING ADDRESS: 2018 Faraday·Avenue BUILDING OCCUPANCY: A3 TYPE OF CONSTRUCTION: VB BUILDING PORTION T. I. Air Conditionina Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ~ti.ti.ve Fee ~ Repeats * Based on hourly rate D AREA Valuation ( Sq. Ft.) Multiplier Complete Review D Other RI Hourly "'EsGil Fee Comments: PCR 13-22 Reg. VALUE Mod. 593,284 D Structural Only 1,Hr.@* ======$8=6=.o=o ($) $107.501 $as.001 Sheet 1 of 1 macvalue.doc + PCR13022 2081 FARADAYAV SKLZ: MECHANICAL CHANGES Pr.R z( 2-7 (1 3 -f I /17v5 /4 KL,,. dr;re cJt:t /2 ~,s',, L j9b<- lfl, '// . ... ;t)~,3 I/ ~A'/ fft"~ /1&. d. . C¼P<f"" ct, ,vz,r ar¥.e er f;flb-/1)/c. (Pl/-11u) C/8 } 1-· I 9 z l( ~ fC~ ForL S1,f s'1.eeh'Xkj \ t:,SUUd.:;:/J Flnallnsp. Approved BUILDING PLANNING ENGINEERING FIRE Expedite? y N AFS Checked by: HazMat APCD Health Forms/Fees Sent Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFO: y N L.andUse: Density. PFF: y N Comments Date Building Planning Engineering Fire Need? SW .. Date By .;J,} ;:;.$YI I 2J es -------,/' / / Rec'd Due? By y N y N y N y N y N y N y N y N lmpArea: FY: Annex: Factor: Date Date Date DDone -· DDone DDone DDone DDone 0 Issued