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2221 LAS PALMAS DR; A; CB080240; Permit
V Y --v . ~.,;.,..,:'~. 03-21-2008 ! City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB080240 Building Inspection Request Line (760) 602-2725 Job Address: 2221 LAS PALMAS DR CBAD St: A Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Tl Sub Type: 2130503101 Lot#: $103,389.00 Construction Type: Reference #: SWITCHFOOT-ADD 570 SF MEZZANIN & 2361 SFTI INDUST 0 VN Status: Applied: Entered By: Plan Approved: lssved: Inspect A:ea: Plan Check#: Applicant: Owner: WARREN SCOTT 987 HERMES AV 92024 760 943-8180 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check 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') Pot. Water Con. Fee Reel. Water Con. Fee $609.69 $0.00 $396.30 $0.00 $0.00 $21.71 $228.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0 .. 00 $0.00 $0.00 $0.00 $0.00 HOUSE OF CARDS INC 102516TH AVES #202 NASHVILLE TN 37212 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3·105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL .. ELECTRICALTOTAL ,, MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES ISSUED 02/07/2008 RMA 03/21/2008 03/21/2008 $0.00 $0.00 $0.00 $0.00 $363.09 $335.16 $0.00 $0.00 $71.76 $66.24 $76.00 $20.00 $33.00 $0.00 $129.91 $0.00 $0.00 ?? $2,350.86 Total Fees: $2,350.86 Total P~yments To.Date: $2,350.86 Balance Due: $0.00 ffiTJJ'.'.,U 1 NG .P L-&N ~ ~I-t S lURAGE ~"e,/:) _ATTACHED FINAL:-=PROVAL or Date: .... ~ 12--O O Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, qr other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely, follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. City:of Carlsbad :).jX~5 F~frail?IY Ave., Carlsba~, CA 92008 760-602-27l7 / 2718/ 27i9 F1;1x: 760-602-8558 B1.1ildi~9 Permit Application JOB ADDRESS . ,n. ·.2, • ,:2, . · CT/PROJE?T # ._DESCRIPTl9NOFWO~K:. SUITE#/SPACE#/UNIT# $VlTE. A_ # BATHROOM~ . TENANT BUSI.NESS NAME ~.rTc::::t-t~T TcrJArlT us·1rH l'IJ EXISTING USE OFF1ca.:. wA~1rwSE:. GARAGE (SF.) · PATIOS (SF) . tJ/A µ/A DECKS(SF.) rJ/A FIREPLACE YESD #_._ NOD AIR CONDITIONING FIRE SPRINKLl;RS YES iJ NOD' YES tJ NOD APPLICANT NAME WA . 'l<.etv £v . S CD ADDRESS ADDRESS q _'2:, 7 l+F-~1-"leS A Vo. CITY STATE ZIP PHONE FAX EMAIL _- ZIP c.r ot STATE LIC,# · c·11.-z_t 1 CITY. 5N C-1 r.J I T/t-'S CON'fRACJ!)RjB~NM'JE, \' ·' ADDRESS QITY . PHQNE EMAIL .STATE tlC.#' STATE ZIP CA ·42-024- STATE ZIP FAX .CLASS CITY BUS. LIC.# IS& 7031.5 Business and-Profusions Code! Any:Oty or CountY, which requim a j,trmit'to constru~ al~ imp1:qve; demolish or reRaii ~ itnicfur'e prior to its isiui!Kt. also requim the applicant for such permit to file a-signed statement-that he is rKensed:l!.l!rsuant-to the provisions of,.the Contractoi-'flicense Law {Cha,llr 9, commending with Section 1000-of Dmsion 3 of the Busilieis and Proles'iions· Code}-or that he·is exempt therefrom, and the basis for the affeged exemption. Any violation of Section 7031.5 by any appl~t for a peri,,it subjects.the applicant to i civi petlalty of not more than live hundred doHars {$500}). . . . _ · 'WORl(ERS' COMPENSATION . , Wc>rkera' Compensation ·0ec11ratloli: / hereby affirm under pensllyd perj!ly one oftne fol/owing dec/srations: · Cl I ·have ind wlll mal~taln a certlllcat_e of consent to 1elf.fn111re for woikers' c~pensation as ,provided by Sec~on 3700 of the Labor Code, for the performance of the work for which this permit is Issued. 0 I have and wlll maintain workers' compenutlon, as required by Sectio,r3700 of the Labor Code, fofthe performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy n·umber are: Insurance Co. . .. Policy.No, .. Expiration Date-'--------- This section need not be completed if the permitls for one hundred dollars ($100) QI' less., . · · 0 Certfflcate of Exemj>tlon: I certify !!lat In the performance of the work-for which this permit is issis~. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California·. WARNING: Faliureto 1ecurewortiera' co~Ntlon coverage 11 U!llawful, ,nd shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addltlon to the cost of compensation, damages 11 provided for.In $ec:tlon 3706 ofthel~borcode, Interest 1ild'~omey'1 fees, · :.@S'cONTRACTORSIGNATURE . DATE ./ hereby affirm that I am exempt from Contractor's Lice!)se law for tlie fol/owing reason: El 11 as owner of the property or my employees with-wages as their sole compensation, will 90 the work and .the. struct_ur~ is not intended or offere'!l 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, arid whQ does sucll work himself or through his own·employees, provided'that such improvements are not Intended or offered for sale. lthowever, the building or improvernenfls sold within one year of completion, the owner-builder Will have the burden of proving that he did not build or improve for the p_urpose of sale). 'J' ·1, as owner of the property; am exclusively contr~ng with liC1!flS~ co~tractors _to construct the project (Se!J. -7044, Business .and Professions Code: The Coli tractor's License Law does not apply to an owner of property who builds. or improves thereon, and contracts for such projects with contractoi(s) licensed·pursuaril:lo the Contractor's License Law). Cl tam exempt under Section ____ B,usiness and Rrofesslons Code for-t~is reason: 1. I personally plan to provide the major labor and materials for construction of the proposed_property improveml!nl. -Cl Yes Cl No 2. I (have / have not) signed an application for a building permit for the proposed WOik, · 3. I have contracted with ihe following person (firm) to provid~rthe 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 ~inate, su~ise and provide tlle 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 I address I phone / type of work): 'Is Ule applicant or future building occupant required to submit a business plan, ~utely haz~ous materials registration form or risk management and prevention l)rogram under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous·Substarice Account Act? C] Yes ·C] No Is the applican! or fuiure buiiding occupant required to obtain a permit from the.air pollution control distri.ct or air quality management district? Cl Yes a No Is the facility to be conslr!)cted within 1,,0QO feet qt the outer boundary_ ofa school·slte?, _ Cl Y11s p 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 ll!E AIR POLLUTION CONTROL DISTRicT. · . , . . . . . . , · lcerlifythafl~~theapplk:atlohands1at11ttlatthe~bovelnbinatlonisoo~andthatthe~~onttiep1ansis~R!te,!a~tocomplywlthallC11¥ort11nancesandStatelawsrelati~gtob~lldingcoosl!Udfoll. llierebyauthori?erepresentativeoftheCityofCarlsbadlD~uponlfle.al!o,lemenbiedprcpe/tYfor,~purposes.lAL.SOAGR~TOSAVE,INQe.tllFYANDKEEP~SSTHE~ITYOFCARLSBAD AGAINST ALLllABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH tMY IN mYWAY.ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFTHE GRANTING OF THIS PERMIT.. . . OSHA: An, OSHA permit is~ b'ex~ilYer5'0' ck!e!>Md demaitioo orconstructioil ofsm/ClllfeS6wr:3 stories il ~hl . · : . EXPIRATION: E . , it issued by the aJikf Olllcial the provisions of this shall . by mtalion ll1d become nul 111d void if the buikf orwO!k authorized by such permit is not conmenced wi1hil 180daysfitllnthe~suchpermtdthel5 1111 ' · aulhorized.bysuch · · ·• ~¢rabMdooedat~trne:aflerthe~is~forapeoodof180days(Section106.4.4UniformBuikfln!JCod!l), ..t!APPLICA!ff'SSIGNATURE . DATE L..-'--~----~--.,o--l,~-,-,,,....::::-=---=--~~~~~L_.-'--"--'---'-'-',-C---'-'~__i-'-:.,.:...:.-'-'----,--'------:__~-..:....,---,---___;_-~--~-J lnspettion List Permit#: CB080240 Type: Tl Date Inspection Item 05712/2008 89 Final Combo 05/09/2008 89 Fina[Combo 05/09/2008 89 Final Combo 04/23/2008 17 Interior Lath/Drywall 04/23/2008 44 Rough/Ducts/Dampers 04/21/2008 24 Rough/Topout 04/17/2008 84 Rough Combo 04/15/2008 84 Rough Combo 04/02/2008 11 , Ftg/Foundation/Piers 04/02/2008 14 Frame/Steel/Bolting/Weldin 04/02/2008 24 Rough/Topout 04/02/2008 34 Rough Electric 04/02/4008 44 Rough/Ducts/Dampers 03/25/2008 11 Ftg/Foundation/Piers , 03/25/2008 84 Rough Combo Monday, May 12, 2008 INDUST Inspector Act PD AP RI PD co PD PA PD WC PD AP PD PA PD co RB co RB NR RB NR RB NR RB NR RB co RB co SWITCHFOOT-ADD 570 SF MEZZANIN &2361 SF Tl Comments FINAL ON CARD 1ST LAYER notice attached TOO MUCH MISSING & NOT PER PLAN EXISTING -SEE NOTICE ATTACHED EXISTING -SEE NOTICE ATTACHED Page 1 of 1 UNSCHEDULED BUILDING INSPECTION · . INSPECTc@· PERMIT# CP-O 'ff tJ~9"o. .·PLAN.CHECK# ___ . ___ _ JOl3 ADDRESS .. V ;;2 I · l,1r5 . ~M 4-5 0.ll-l ~· /( DESCRIPTION . ...,.......,..,---,--....----,-,--------,.-,---------------------'--,, CODE DES:CRIPTlON ACT COMMENTS .......................... --...-----------,------------.. ' . - GHOSTRIDER IN·c. P3ge (ft19)979-7152 Fmc '(6"19)413-8607 PH -(619)379-0735 • .. ::-.. -~ ' ' -·~ -~-· -------:----'~-~ -~-~~ ~« ~ > ~ -~-> ~ -•.-....... ··-A~~,: -"•,(-~ > Any were any time Around the world, Around the clock P.O. 1508 Pine Valley Ca. 91962 E-mail, Ghostriderinc@sbcglobal.net DAILY INSPECTION REPORT CLIENT Viking Construction PROJECT Switchfoot Recording Studio DATE · 4/10/2008 ADDRESS 2221 Las Palmas Dr. Ste "A" ARCHITECT Warren W. Scott Architecture CITY Carl~bad,Ca.92024 987 Hermes Ave. Encinitas, Ca. 92024 JOB# # V210.039 ENGINEER Palos Verdes Engineering Corporation BUILDING PERMIT/DSA/OSHPD# CB080240 6027-1 Pa.sec Delicias, Rancho Santa Fe, Ca. PLAN FILE# N/A CONTRACTOR Viking Con·struction w.o.# N/A Epoxy All-thread Epoxy: Simpson SET ICBO 1772 Batch Number # 22749660D, Exp 09/09 Concrete temp. # 66'Degrees Approved Plans Available Compressed Air Blow,Brush,Blow Bottle Brush Nylon 3/4" Dia. Bottle Brush Nylon 1" Dia. Edge Distance 2 ½" Bolt Tension Load # 2500 PSI, REMARKS: .Inspected epoxy all-thread of-two Simpson Strong walls as shown on approved drawings"S2.1" and detail "8/Sl.1. Contractor used 5/8"Dia. and 7 /8''Dia. (Galv.) Allthread, with · ¾"Dia. X 10" deep holes for S/811 rods and a l"Di-~. X 15" deep holes for 7 /811 rods. Contractor used · dry, cle~m compressed air and nylon bottle brushes. Contractor than filled holes with epoxy and installed all-thread. Work completed on Strong walls .. Also preformed pull test on existing all- -' ' - thread Holdowns on project, using a CaJibra~ed Hydro-Pull unit. Contractor removed Holdowns and pull test were done to 2500 PSI and held for 10 tninutes. This work was done as per RFI from engineer of record. There was no noticeable creep. Work completed. Time in: Time out: Authorization: 44 MAGNUM R. L. Motsinger .S. ·& I.C.C. & San Diego #728 Form: WGASA./GR.01-2008. Revision (03) 01/08 ,, Proiect Site and Construction Review Clarification April 16, 2008 Viking Construction RE: Switchfoot Project 2221 Las Pa/mas Carlsbad, CA The following clarification to the sit~ review: .• • • • • • • • • • • Warren W. Scott + Architecture • • • • • • 1. The footing sizes were reviewed and determined the size of the footings being reduced from the two square footings at 30" each to the two footings at 30"x27" were within the requirements for the loads involved. However, it has been requested by the field inspector to provide the calculation for this change. Attached is a revised calculation showing that the reduced footing size will work for the 32" shearwall location with an overall footing size of 30" wide by 54" long. 2. · The field inspector has requested that a response be made to the use of 2x12 blocking in lieu of the L VL or Truss joist blocking. The use of 2x12 blocking is acceptable. This review is for clarification purp9ses only. Inspections and approvals by city building officials are still required. However, we hope this will assist in the finalizing of the field inspections and approval of the project. If there are any additional questions or need of further reviews, please feel.free to contact me. Warren W. Scott, Architecture Warren W. Scott C11211 987 Hermes Avenue• Encinitas• California• 92024 • 760.943.8180 • FAX 760.943.0119 9TP--' = .2J.56 lbs .. ., . ' =-·., ··' '·-~· -.-.. ,'!'If--!,:-,~ A. ~ fJ0·119' I\ ill I\ .ffi -------------- j • • • • • • • • • • Warren W. Scott + Architecture • • • • • • Proiect Site and Construction. Review April 10, 2008 Viking Construction RE: $witchfoot Project 2221 Las Pa/mas Carlsbad; CA Site review date: April 3, 2008 The following construction observations and reviews are noted: 1. Portions of the installed exposed footings were observed and photographs were provided for review of the installed new footings. It appears that all the footings have been installed in compliance with approved documents. 2. The required Simpson Strongwall systems were not installed as per plans. These walls need to be installed as per plans. The structural engineer has revised the calculations to require one 32" and one 24" Strongwall. These may be installed with epoxy anchors as per details of the approved documents with a special inspection. 3. The hold-down anchors provided for the shearwa/1 adjacent to the first floor toilet can not be observed. These hold-downs m?Y be tested by a certified pull test for verification of required minimum load by a special inspection. See structural calculations for minimum load requirements. 4. The hold-downs located along the shear wall at the stair are not required as per structural calculations. The may remain bµt do not need testing. Documents have been revised to show this. · 5. Connections of walls at roof structure have been reviewed and changes have been made to documents to reflect existing conditions. These walls are non-bearing and basically need a bracing or supporting connection at every 8'-0" on center, similar to interior non- 987 Hermes Aven~e •Encinitas• California• 92024 • 760.943.8180 • FAX 760.943.0119 i, ·• bearing partitions. Some blocking may be required in conditions where partitions are parallel to framing. This review is for clarification purposes only. Inspections and approvals by city building officials are still required. However, we hope this will assist in the finalizing of the field inspections and approval of th(;] project. If there are any additional questions or need of further reviews, please feel free to contact me. Warren W. Scott, Architecture Warren W. Scott C11211 987 Hermes Avenue • Encinitas • California • 92024 • 760.943.8180 • FAX 760.943.0119 2 Phillip Roe.hrs From: Sarah Kennedy [skennedy@drumplumbing.com] Sent: Wednesday, April 16, 2008 4:06 PM To: Phillip Roehrs Subject: Letter to the city of Carlsbad To the City of Carlsbad, Page 1 of 1 2550 FORTUNE WAY VISTA, CA 92081 760-598-DRUM FAX 760-598-3780 DPI installed the plumbing system at 2221 Las .Palmas Ave., Suite A as the design build plumbing contractor. All plumbing systems were installed and tested per current standardized and local codes. If you have any questions please feel free to contact me at any time. Sincerely, Kevin Drum President Drum Plumbing Inc. 760-598-3786 X 101 4/16/2008 DATE: MARCH 20, 2008 JURISDICTION: CARLSBAD PLAN CHECK NO.: 08-0240 EsGil Corporaiion Ii, (l'artnersliip witli qovernment for (Bui{aing Safety SET: III PROJECT ADDRESS: 2221 LAS PALMAS PROJl;:CT NAME: SWITCHFOOT (T.I. & MEZZ. ADD.) ~T ~ D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. o· The plans transmitted herewith have signifi9ant 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: VVARREN SCOTT AIA 987 HERMES AVENUE, ENCINITAS, CA 92024 ~ Esgil Corporation staff did not.advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the appli Person contacted: 'MARREN Date contacted: (by: ) nt that the plan check has been completed. Telephone #: 760 94 3 8180 Fax #: 760 943 0119 Mail Telephone · Fax In Person RE:MARKS: Set Ill is new sheets P-1.1 td P-2.1 to the Set II plans. By: Glen Adamek for Ali Sadte Enclosures: Esgil Corporation ~ GA D MB D EJ D PC slip-sheeted 3/14/08 9320 Chesapeake Drive, Suite 208 + San Diego, Califoqlia 92123 + (858) 560-1468 + Fax (858) 560-1576 V ~. :J' I 'I. DATE: MARCH 5, 2008 JURISDICTION: CARLSBAD EsGil Corporation In <Partnersliip witli government for <.Bui{aing Safety PLANCHECKNO.: 08-0240. SET: II PROJECT ADDRESS: 2221 LAS J)ALMAS PROJECT NAME: SWITCHFOOT (T.I. & MEZZ. ADD.) Cl APPLICANT ~ Cl PLAN REVIEWER Cl FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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 . . O The plans transmitted herewith have significant-deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: WARREN SCOTT Al'7-987 HERMES AVENUE, ENCINITAS, CA 92024 D Esgil Corporation staff did not advise the .applicant that the plan check has been completed. l:8J. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted/· W1RREN Telephone#: 760-943-8180 Date contacted:3 /OY<_by:/-1'9) Fax #: 760-943-0119 Mail/Telephone Fax v'ln Person D REMARKS: By: ALI SADRE Esgil Corporation IZI GA D MB D EJ D PC Enclosur$s: 2/29 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ·t~R.1sBAD 08-0240 MARCH 5, 2008 PLUMBING AND MECHANICAL CORRECTIONS PtAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS ' 19. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 21. Clearly show at the existing roof access hatch serving the new HVAC the height of the parapet walls within 10 feet of the roof hatch and the access areas around the hatch. Please correct the drawings to show the required "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 ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 22. As per the restonse: "Mike Peterson Approved backwater vale in the main line." All plumbing fixtures at all floor levels flow through the backwater valve. 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 belbwtne hext:t.1pstream manhole rim elevation may flow through a backwater Valve.) UPC 710.1 23~ Provide-complete water line sizing calculation·s: ·lnclutle the water pressure, pressure · loss calculations, water demands, and the,developed pi~e lengths. UPC 610.0 or Appendix 'A'. Correct the water line sizing calculations on sheet P1 .1: A) The plans seem to show only one water meter for all tenants in this building. But the water line sizing calculations do not show the total water demand, existing and new on the existing water meter. B) Clearly show the size of the existing water meter and check the pressure loss as per UPC, Chart A-1 for the total building water demand in the building. C) Correct the required minimum water pressure at the fixtures. The proposed water heater requires 20 psi, and if any flush valve water closets are proposed in the building at least 25 psi may be required. Please correct the only 8 psi minimum pressure at the fixtures allowed in the water line sizing calculations. D) Please list in the pipe sizing table for each pipe size the maximum allowed GPM flow as per UPC, Chart A-4. Then correct the maximum allowed fixture units in each pipe size as per UPC, Chart A-3 for both flush tank fixture units and flush valve fixture units. CAJRL~BAD 08-0240 MARCH 5, 2008 .25. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Oetail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. Correct the water piping plans on sheet P2.1 to match the Note #23 on sheet P1 .1. Show the installation of the "thermostatic mixing valves at ~II toilet 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. ~ .. , .~ ~ ... r-• :;;I'.~' .~ • l ,' ,~1 .. •, ~ .:.:-:..... .... ,, . ~ ,., . -_ ,.. ,··. ., { DATE: FEB.19,2008 JURISDICTION: CARLSBAD PLAN CH.ECK NO.: 08-0240 EsGil Co·rporation In <.Partnersliip witli (jovernment for (}Jui[aing Safety SET:I PROJECT ADDRESS: 2221 LAS PAtMAS PROJECT NAME: SWITCHFOOT (T.I. & MEZZ. ADD.) ~ p ICANT J ~ 0 EVIEWER 0 FILE 0 · The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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 ~ complete recheck. cg] 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. cg] The applicant's copy of the check list .has been sent to: WARREN SCOTT AIA 987 HERMES AVENUE, ENCINITAS, CA 92024 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. cg] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: WARREN Telephone#: 760-943-8180 pate contacte~: J-l ,~ ! 0 t (by:~ ;g Fax #: 760-943-0119 . Mail~elephone Fax/ In Person D REMARKS: By: ALI SADRE Esgil Corporation fZl GA D MB fZl EJ D PC Enclosures: 2/11 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 1CARIJSBAD 08-0240 FEB. 19,2008 Gt=NERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 08-0240 PROJECT ADDRESS: 2221 LAS P.Al,MAS · Type of Construction= V-B/Spr.; Story= One+ Mezz; Occupancy= B/S1; Actual Area= 36,517; Mezz. Add.= 570 s.f.; Allowable area= 9,000; Yard Increase= 75% of 9K = 6,750; Total= 15,750/Level; Spi". = 3 x 15,750 = 47,250 Total; Height= 24.' :DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/11 REVIEWED BY: ALI SADRE FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: FEB. 19,2008 This plan review is limited to the technical .requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602.a2700. 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. CARLSBAD 08-0240 FEB. 19,2008 • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 1. Change the allowable areas to 9,000 instead of 8,000 as noted on A 1.1. As per the 2007 CBC. 2. Change the total allowable areas to [9.,000 + 0.75x 9,000] x 3 (Spr.) = 47,250 instead of 48,000 as noted. 3. Change the Code Edition to 2005 instead of 2002 NEC on Sheet A 1.1. 4. Please note on plans that the existing site items including path of travel, parking, etc., are all HC complying, subject to field verification. 5. Please show the "NO PARKING" signage on the loading zone of the parking on the Site Plans. 6. 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 1008.1.8. In lieu of the above, in a Group B, or S occupancies, 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. 7. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required 30" x 48" in front of the lavatory without the entry door swinging into that area. Section 1115B.3.2.2. See both restroom plans, where this is violated. 8. . Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. City Policy 84-35. If there are any changes on plans to the roof drains. 9. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). If there is any changes to the roof equipment. ~cARM;BAD 08-0240 FEB. 19,2008 10. Incidental use areas may need to be separated from the main occupancy. See Table 508.2 below. Please address the following specific concerns: a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.2.1 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing. I.e., see floor plans for storage rooms and their doors on floor plans. ROOM OR AREA SEPARATION AND/OR PROTECTION Storage rooms over 100 square 1 hour or provide automatic fire-extinguishing system feet • STRUCTURAL 11. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1 ). • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Seismic design data. The following information should be provided. (Section 1603.1.5) o Seismic importance factor, IE and occupancy category o Mapped spectral response accelerations Ss and S1 o Site class o Floor Live Loads o Spectral response coefficients Sos and So1 o Seismic design category o Basic seismic-force-resisting system(s) o Design base shear o Seismic response -coefficient(s), Cs o Response modification factor(s }, R o Analysis procedure used. 12. Revise the storage live loads in the calculations for 125 psf (for the light storage) instead of 50 psf as noted. 13. Show how the storage live loads are incorporated into the seismic reactive loads determination. ,. _tCARLSBAD 08-0240 FEB. 19,2008 14. Revise the calculations & the structural plans accordingly, as per the previous item, (i.e., footings, shear walls lengths, types & anchorage, pad footings, as well as joists size and spacing, etc.). , 15. Please see attached for the P/M/E correction items. · The jurisdiction has contracted with Esgil Cor:poration located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE at Esgil Corporation. Thank you. ELECTRICAL and ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (2005 NATIONAL ELECTRICAL CODE) 16. Egress (back-up illumination) is required by CBC 1006.3 for both interior and exterior locations where the exiting system is required to have more than one exit. Please provide. · ENERGY CONSl:RVATION 17. Include the new addition of R-19 insulation @ roof of the previous warehouse locations on the architectural plcms. 18. Include all "Parts" of energy forms ENV-1-C, MECH-1-C, and LTG-1-C, onto the plans. 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. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 19. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Cooe. ,, CARLaBAD 08-0240 FEB. 19,2008 20. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The foliowing are the correct current Codes: a) The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. b) The 2005 edition ·Of the California Energy Efficiency Standards. 21. Please correct the drawings to show the required "Guards" (guard rails) as per lBC, 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 ... " PLUMBING (2006 UNIFORM PLUMBING CODE) 22. 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 fbctures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 23. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water.demands, and the developed pipe lengths. UPC 610.0 or Appendix 'A'. 24. Show 1/4 inch per 12 inch slope on drain and waste lines. UPC Section 708.0 25. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. MECHANICAL (2006 UNIFORM MECHANICAL CODE) 26. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements ofUMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 27. Please provide the required mechanical ventilation of the Voice-Amp# 5. 28. Clearly show return air systems for the Recording Equipment Storage room #3 (Looks to be a recording room). The plans show the only return air to the heat pump # HP-2 is into the General Music Equipment Storage Room #4. Bui the drawings show the heat purn,p # HP-2 supplies air to three room Recording Equipment Storage room #3; Equipment Storage and Repair #20; and General Music Equipment Storage Room #4. .. pAR~BAD 08-0240 FEB. 19,2008 29. Sheet M2.1 of the plans shows a 12 X 18 inch Return Air Wall Grille with no ducting connections. Please correct. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (658) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. }' C_.ARL$~AD 08-0240 FEB. 19,2008 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSJ;JAD PREPARED BY: ALI SADRE PLAN CHECK NO.: 08-0240 DATE: FEB. 19,2008 BUILDING ADDRESS: 2221 LAS PALMAS BUILDING OCCUPANCY: B/Sl TYPE OF CONSTRUCTION: V-B/SPR. BUILDING PORTION retail T.I. Mezz Add. Air Conditioning Fire Sprinklers · TOTAL VALUE Jurisdiction Code CB Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance AREA (Sq.Ft.) 2361 570 ,, I ... J Valuation Reg. VALUE Multiplier Mod. By _Ordinance Type of Review: 0 Complete Review D Structural Only D Repetitive Fee =8 Repeats Comments: D Other 0 Hourly I Hour* Esgil Plan Review Fee ($) 103,389 $609.691 ·$396.301 $341.431 Sheet 1 of 1 macvalue.doc ' ' ., ii .$ Cl) C\l C\l Cl Cl Cl ~J ~ ~ ~ ;j"j;, ~ ij .. ~ ~ ~ " Cl) ..c:: .s:: .s:: u CJ CJ C: C: C: Cl) ~ ·cu C: a: ~DD ~DD ~tJD ~DD ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CBD'o ... OQ."i-0 Planner Chris Sexton APN:cQ.I a-oso-a, -o, AddressQQA/ LQS Po..J ma.s Phone (760) 602-4624 Type of Project & Use:~T~.r~-----Net Project Density: _____ =-D..a..U .... /A ____ C'--_ Zoning: P-M General Plan:· PI Facilities Management Zone: -S-·.__ __ CFO (in/out) #_Date of participation: Remaining net dev acres: __ _ {For non-residential development: Type of land used created by this permit:_~ __________________ ) Circle One · Legend: cg] Item Complete <Ei)1tem lncom~lete -Needs your action l;nvironmental Review Required: YES __ NOL TYPE ___ _ DATE OF COMPLETION: __ --'----------- Compliance with conditions of approval? If not, state conditions which require action . . Conditions of Approval: Discretionary Action Required: YES __ NOL TYPE ___ _ APPROVAURESO.NO.____, _____ DATE __ PROJECT NO. ___________ _ OTHER RELATED CASES:-------------,-------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: _______ ~--------------.------- Coastal 2'.one Assessment/Compliance Pr~ject site located in Coastal Zone? YEsL NO __ . CA Coastal Commission Authority? . YES __ NO __ If California Coastal C_ommission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego CA 9210.8-4402; (619) 767-2370 . Determine status (Coastal Permit Required or Exempt): fxernpt Habitat Management Plan / Data Entry Completed? YES __ NO _V'_ .If property has Habitat Type ·identified in Table 11 of HMP, complete HMP Permit application and ass'ess 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 NO ./""" (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES __ NO __ . , (A/P/Ds, Activity Maintenance, enter CB#; toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 DOD S"'o D DOD ~DD ~DD ~~D ROD @JO ,Site Plan: 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 .. Policy 44 -Neighborhood ArctJitectur.al Design Guidelines 1. Applicability: YES _ NO . /" 2. .Project complies YES _____ NO _ _..;..._ Zoning: 1. Setbacks: Front: Required ·Interior Side: Required Street Side: Required Reqr: Required Top of slope: Required_ 2. Accessory structure setbacks: Front: ______ Showh _____ _ Required .. Interior Side: Required ,,, Street Side: Required . z Rear: Required z Structure separation: Required I ~----Shown ___ ~~-- -~----Shown __ 7_~-- ~------Shown __ r ____ _ ______ Shown _____ _ 3. Lot Coverage: Required -______ Shown _____ _ 4. Height: Required ____, ______ Shown ____., 5. Parking: Spaces Required 0A , Ol OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER~ DATE3-3-8 H:!.ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 PLANNING/ENGINEER,ING APPROVALS PERMIT NUMBER CB 6/(ft2f':v DATE ;f?/$ ADDRESS ft)J-( &,s f~ I )ck A: RESIDENTIAL RESIDENTIAL ADDmON MINOfl ( <$10,000.00) PLANNER ________ _ PLAZA CAMINO REAL ., CARLSBAD COMPANY. STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DA1'E ____ .~-~-- ·-ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D ~ate based on unconfirmed information from applicant. / Calculation based on building plancheck plan submittal. . Address: ;pr w P4= :Ste I± Bldg. Permit No. C-l>08 o,;)'CO Prepared by: ef Date: -4-~(3 Checked by: ____ Date: ____ _ . . EDU CALCULATIONS: List types and square footages for a~I ses. AA/I · S7o Types of Use: ~; ;nvn . Sq. Ft/Units: Sa-oo Types of Use:-------Sq. Ft/Units: _____ _ ADT CALCULATIONS: List types and square footages for all uses. Types of Use:A, 12.½ 1 /f/\t,---n.-Sq. Ft./Units:-!J-io\;'b(s?o) Types of Use:-~-----Sq. Ft./Units: ....... · ____ _ FEES REQUIRED: EDU's: ~"-"-Ii-'--/ __ EDU's: _____ _ ADT's: __ 3 __ _ ADT's: _____ _ WITHIN CFO: DYES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ~ARK-IN-LIEU FEE FEE/UNIT: TRAFFIC IMPACT FEE · ADT's/UNITS: 3 X FEE/ADT: ~ PARK AREA & #: __ ____ X NO. UNITS: __ _=$ fZ12 =$ l'36~ IDGE AND THOROUGHFARE FEE (DIST. #1 _Lo,;: #2 __ DIST.#3 __ ) ADT's/UNITS: __ .....-_ X FEE/ADT: · FA ILITIES MANAGE~ENT FEE ZONE: 5 UNIT/SQ.FT.. /i?O X FEE/SQ.FT./UNIT: • t./0 5. SEWER FEE EDU's: ~ BENEFIT AREA: __f,i.__ . EDU's: ,. // /~-SEWER LATERAL ($2,500) ry 7. DRAINAGE FEES PLDA. __ _ ACRES: · X X FEE/EDU: / 058 ~EE/EDU: · ld 3 · HIGH ___ /LOW __ X FEE/AC: __ _ \\~\'va. POTABLE WATER FEES ~ • ~ UNITS CODE CONNECTION FEE METER FEE SDCWAFEE 1 of 2 F:\FEE CALCULATION WORKSHEET.doc =$ ___ _ =$ J.-;)__(3/ =$ /ft; 3 B / =$ {~~53 / =$-f£_ =$ ,@ SDCWA FEE Rev. 7/14/00 0,P.lease Respohd lei:, 602.Y~J easeo.oeudas, ,-~,6:.~0£221{. . . Banchci,Santa Fe,. · ¢ai~o.tnia·9';;!P&1-iz211 -858:.i'.59·24j4 858·,751f$3'24'.fAX ra,11q)19~anlafi~~v~c,corn StructnralCalcufations, T~~-ajll~mpto,v~Jri..~nt:' 'Wijr.:r~n w. --~~o.«.arcJiit~c~re: ·9,87.lteqn~_s-Avenu~: E.t1iiruqt$), r~\: 9zoi4: Project PROJECT ENGINEER ··~ ,. -, .... w • . -Ngy~piper ,1iioo1 re-~,t*-4 ~/ta/i 1- l~VEe .File: NP,. 74~p_7 .. 74 l q P!ease Respond To: 27520· Hawthorne Blvd. Suite'iso · . . · · Railing'Hills Estates. C~!lfornia 90274.-3512 3~0 541 5055 3f0 5410321 FAX info~pvec.com .: '.:• ,,. :Code: Timber:: ::rAtOS-JtRtf -S ENGIN · . · .. ,: ·. _. .. '. . · .. ·. . . ... ··" ;.·· .... V ...... .Ji. .. .. .. .. .. EElUNG CORPO~TIQN: p927-f,P,11§~9·-,Qc!if?i~lli*'1\Q\J3p]):_ 7li [ .* Rancho-Santa.Fe,_ CA 9206.7 Telephon((858J'}],:59~":tJH ·-·Fax. (~Q-8}: 75!?-0S~i4 ,, ... --. . . -- . Swi_t91lfQ9t:ReqQtdirig Stud16 24-Q7-74f .. 200'[ CaFf<,irpfii,~iHW~n-g-(;,Qo,e DougJatf1Jr,.~?r~h .. _(I?f-t1, WW.:'f.'Ac or WCLiB ,Z~1iW'~l}J{r~m:i11:i1;:: i5E-L'#i (u~1es~·.µoted qtl).~rwise). 2;(Raftets-&Joistsi I>F-L #2. >'r ~ic ' ;-" , ', ---,.-. ,, . ~. -' . ,, ' . . Pq~t~~-ti~~m~~--·ot\,L#.f ·•f ,,: ~nmp:l~,,$pa,n:;· 'C!a11iHevers: :C:ira:de. 24F'-:<V4:.(:P'F!DP); Gr~il~ 24.f\. Y& .(DYlDF) V Eftsin~~re~:.f r.a:qJ.µi~i Wqo~ t;..f i;>Jst$t L¥t?lS-P Xii [fo;ifo;·230,~~Q~~6,Q ICCESR-·l i.53. l'.Q.E Mi~rqJtam, :i.OE:Parf!flam .-ICBC ER.-4979 .rn·out:· .. · - Compre-s~i:ve ·strength:@_'28. da'.ft.v'~r-/\:$ TM C3 9::.9q: 'f6;0tl!ig~:! · f.c-=,2.~9-Q,p$J -Qrad~J3'eit_ns_; f!1f :=<_3dO<r psi- {J,i:aµ:~)~-t.per kstMC9..0.;9~;,rnf.i=;~l500'psi petA-STNfE447:"92.. r~~-S~.Mor.t~r. C.~inent~et.:AstM C270-95,:.M'in. fnt::: t~po.:p$f@:1&-days. Gil~f ~~ ·_yi:f:n~t'wFl/&n::M~'lf..-Aggrpgate:. p~r-· ASTivf C476~91, Mi'n-, em·=' 2'6'00: pst@·: 2s-~days; . · t4·l¢. J"arger~ il-3 &SJiii1l~t;, 'W',Sl~ape~t ff \it~l, .;1;11g'les, :¢b.afu.i~l~;:, Tiibe-SJjiipt\s: ~ip~ $:li1'!-P~$! AstU:A61's-"Go (Fy=:~o ks.i} ,i}STI\,f:1\6 (5:49 (Fy = 40 k$j) :ASJ,,fy'LA~~f; Fy= ~0-6'$ ksi ASiM A36,:Fy-=:~·j6 k~t A~'.ft~fi~§QO~ '.Qj:~d~ Bf 'fy.=:= '46 ~ksi A~i::f,;it'A~)~ ·ara,de B1 Fy=35 ksi wel<IiqS: Electrodes:'. Structural Steel: ~.6l1~$P· r<~o~r;;: EJ0-.::176 :eioJ;~+es;, S iilJ~J.~!e-f,\11d\9r F.fotl$·,&."'Efueaded Rods::, Steef Momenf·& Bracfod·F.rariieiE ~~ .~. ·.--. •' '.,'.• ....--,,,,,. .. ,., ... --~--.-.: A3.07 Q'u!ility.Minimum A:3'.g_ (Bearing, l'LN.O.) -·~.;;,.;;.....,.......;..,.....;:_~--:...:.···"",.;~.:-..,.; ........... ~ ... --_,.;;......,_.,._"""""!",""!'.~.,-...;;.-~--...... ~~-------------------..1 )613 24-07-74\ ~HgET..NO ~· ''--. OF,---_ __,_ CALCULATED BY PSC ·DATE I Jl9/07 ____ DATE __ ......... ~~[:~y -.,,.....-,,---------:..;....;...--.. ,.,.;,..;;,,,....;· ·---~--"'!!!""~""'!""--~ ....... """""'!.~"'':""',, _ ...... _ ....... ____________________ --_____ ..;...,;._ .. :2.1 Roof (}').1.ti.ited} -;;· . . . . Roi?UiYg, l ~_jj~(:~µ?~fliin.~·; ~qqf Fr!':rnirig- '518'1:Qyp, '1lf Insufation 'anlMisc.-; $,.5 p~f. LS ps{ l.6:psf' ~--~·psf' J.(i"..psf;, f;,L:== .. : i3.(f'p.sf' ~'~!~~·. _ 20.Q.:'nsf °'J;:,ot;i.! '.y)l!_(i;? ;·J}J psf· .2.t:'Roo:Uw l.ceiling') . . ~' .sifp~f.: 15,:.~sf' l.o/psf. .-. .5X:41:st 1fni ~. -· 9;0 'psf i~~:=. irtf psf 'total ,'.LQ~~r~ . . 29.;0 ·.pst: · .... ,· .. -'' , .. , .. 2:::r Ceiling . ceilfug;Joists, sis;rcf·; Bdl :,,;--... )'P,,,, . '"• . Iq.~p1~tiql} .. J:1p,d,:1~jJs~? :!iµ1,·=· J,L~·""· TotaU;)t>ad =~· · Exterioi<Wall 7;i~·!·Sfocc·o 1~1,3.:2ir §!Jf:l&t.!iu.1s i"'~ts'tucl!, ®: 1:~!i o;i:;~ S/8" G)1psuitkBd-. Mi.~~.·-- lnterior Wall J/~;! pyp, :\3'd,, (t swes): f?;.4,$tµtj~ @}6t P~C: Misc,. A6psf Ll p!if. _2.3 psf. s.o psf .·I .C'. -_ .• _ ·-_-,_. Palo:$ .Verd~s E,;igilt~erhig_ (}o:tpQr1ttfo~ . ·c<'P$Pl~(~g;Str~~tuial J.r:tigjj'l'~e-rsi.-.. SHBgJ_'NO• ·3 OF ----~ CALCULATED BY ...E§£.... DATE 1/l7/Q8 . . w .. 692-7: i~?S~<>J5eiiciil:r/''.: J.? .q~ ~g_xj2J f e:tc.'~~hdj~ SMta ftlt,¢4 '.,9M<>T T~lc~h&1ie'..($5$};76~:;,t4~4 ~ F.a,:(':(~~~~),,7.S.9:,siiA -. . CHECK.BY ______ DATE s<;N..1f --- ··": }·foor.o¢iwer: :Sheatl'li~g: :,2x"'-.'E.J; .. '·: -;-,---.. ' :~!~' '§yp, -ij#,, !n$µ.lati<?n al}il:f\1'fsp·, ?A··psf; 4;;3 ps( 3-.:1 ;pst 2'.S;pilf; . .. _JSrsf . l\'0r)=·: · l5;(l' pst' -f 2.0~0:-ps{(P<';!ftltJo~)'.. ~-·~: .. , .•,,,. -.: f', -, ,, ,, :.t..t;c.== ·_ _ 5.0 .. Q .ps .' ''t~tal Loiid:=:1 · · .. 65.ffpsf -~~· =· ~~(·r~es1R· ::k"' I··I .5 p~t' :~ns·-~ o. 766-.. ' a·iisic-WinffS · eeM# :,.·,c... ·.,,,., p . };.:;;. 1.00: J(zf==:1.00: S~""'' l.J'.4~ Eil:"' LQ ,R:_,,,. G·,5 Exposure Caf"" Ps30 = ,1 l.5 psf J'=;: 1.0· Sr= 0.435. fv= 15 l :;= 1.00- occupancy category: ·sre1.~:mf~: pesign Categ9ry: 2 D D Site ctass:-· ,, ConferminoU$:A!3' :states:' 2003 NEHRP Seismic, Design :Pro.Vision~r- -Latttade =--ai., t2i -.,r, -··,-',' L's! " • 't' :;.I' ,, 117 27 __ 01'.)g_l.lJ1;,18t= ;., _', · ..• , · SpedrafResponse-Accel.eratio.tis $$ -~:no .. -$:1 :$tf~J1(:f:'$:1 '~ Mapp_ecf Sp:¢qtr~jAcceieratk,r:rVaiues Site:CJass B -fa.;: LO·-F\r= 1,0i • •• • '• • "' • ' •• ., • ,, -'. l _.,, ,. Diita\a.t~ b$s_ed .<in'~ 9.0:1 ·_oeg::g-ri_tt'~P~,qi,ng Period $~ ls~c}: ·(g) Q,:2 1: 1A~·,($$, &Jt¢ G,i;~lS$ 8): 1-.:0 .OA35'.(pt. S1f~:QI~$& BJ JJght~:tfll'iOoll~' 48. $t~fes: 2003 NE;.HRE? ~~ismi<fDf#~ig,n;J?royi~Jons·: Latitu'd~:-.:= 3.:l.'f2· ·lq_pg\tude.:; .,f17~'tf7 ,S:p¢~tr~tl~·~~F!f9ns:e:Acceier~t10ns· $Ms· and::sMt .SMs·::;; Fi'a'Ss .. ana SMt:~-Fv,$·1 --, • • • ' _., •, •• • • •• p '. ! . ,,; ' ~Site-Cia:ss .. Dt"' wa:::::: t .. o: -Fv'·= .. 1.-ff . • ... • • ' • --.,.. 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UCIE-'l.CiA0·-1s:uased'.dn.ipis~'dllflilctioirn1:.it;/4'8b.: ,. 1rf11iidoat1 iicner:tioi((i~l'j Q( q3.!?bd§ .de~irJa; -ll1~1tiply·Y?lu~ f n ll\ii: LO~_o;:c,olJ/!Tl,n,~y:Ul3., Tl.fc-tp~ir!IHig lfqe~lt:i\rd:.shal(nore~teea·1hei -.-- ·~rAL h.~Nt~_n9y.i~_.. _, 4,Aj Flo.or Load Tabl~s /' ·' • ' ' '" ..:~ ., ,._ 'l ,:, ',1 'P~J9~0Yerde'$.:Jt!lgi~r~:~iibg. Cor(j.,6.rafioll JOB 24-07-741 "l1C• ~-·c!l9~y..Jtiµg_Sttu~l1lr~t~'iiglp_c;~rs· · SHEET NO' 5:, 'bF -,---,..,-~-.,.,-----,-.--,,..,..-CALCIJLAf.ED:BY. . PSG DATE I i/916:7 ,,~· f' -c-,' ••• -: ~ • • d ,_,, : • ' ' • 6021;r Paseo.'.DcHdias:i·P.0', 13.i;>xi24;l'i ''!' ·~;1r9n9,$~1jt_11· f-e,.:i::.A )ibGt t~Lephcm~ '(8~8f15fi"4}4·-fq,~c(~j~)--i5}>i$)24 i :· 't. 'f' -~ • ·-·-.-·_ .... 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DA TE --,,..----, SCALE ,s~O:,LatcralDcsign-&-ArialysisJ$,h1g)e~St9cy} -, . -. -' ·-· . . ·- ] Wi!~<;f:J~ =;.~ ~t J: P,S30>' ,<\JDC'l!q~a1io~.:io·W (l~C ~guatio~ i:i;&~i) ~:: ·:,,, •',· A'" hbl ts;2.t:_,:;, I, Q; :rs3_D'i;s :1 (s:-.p~:f, T,;;; .1 .. 0: _Wmd.Loads (l;!J6:~l c'r,16-}6. cr,10,r-}_: {J.~)Ji:!<) Ss,=e Fa,=· R"-' .,-. .. -. ·.,r· ;;/ \1,.s Mf,x-trih': Area: ' R(}{l',EJ,,~y~L T>Hictiont ·~· ·--~ ··-· -,~. '· - :Roof:W~iglfr . --itopf.Wt,--·=-i 'it-<terfoY.Wall ·Wt = x:~~~xi.Q;\vif wt . C~i:lihg Wt :-::- ii sq: fL=-. Q; lbs, 'O :·s~; ft,,.=:· __ o·. -lbs. itf0' p-sf x ·t{~'§',~q'. ft..,i= 6is_Ci' lbs: 15.0, psf ~ "534's\:(. ft,:~-solo lbs~. it6 p,sf,' -~ ·:i~iit; ff:;~:-~.' -i~!f5: ins~ e::o p,sf :~ -f~iq.:Jt/?I,.,...._ .. __ . .,;..·· ..,,,,..-.o_rb=.)l_· •. _ '.rofatlYih,iW:it· ~-. t7i9~ lhs; . ,;, . '' ,. -. -~ ~ . . . ' .-. -i'ofatSeisniic Ucad Load:·. ' -·-' ,__,. •,-( ,, . ;-·, · .. ~ -'',.: ·wt""'· 'll'~s f}~lica).•: V, ;,,:., : ifoofDfaphragm: 'V; ~-'' . . 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SI-ffiET ~Cr p OF ____ __ CALCULA TE.b BY . ·rsc ·oA 'rli'-l l/9/Q7 CHECK RY DA TE i½i~~----- ..(£,)CO><ltr uAl.k., ··) s-J~_-_Latci·atD~sign & Aifal_ysis (cfoit.~ lbs: . .. ',, ,.,-. 6~-, jllf ·QtF ~ C,43'.8: II{~; ,_.._ _ .. flr:"Q,,J..,{,'..(tc,.\(:,·}·~i1\:' .... -y-,: ·~-g .. -~,~6;i,-\\~pp..:''1$p~.:1o· . -, J:~61 _ llj_s-; 'i,,1:· .:.,_ :.7:.-'2:S-ft. , _,_,,.J2,2J ,_ 'll1s}' y = '~Ji /t\. @.TI?-' -= '229,:J: ibs. Q. l'6: : j:ilfi _2:_· 2_·9; If. ' -,p_, ·- 24'-07-74J. ~-·-l __ PF ~A_LC6(~T~b ~y -PS\: DJ\_T-E----,_-,--i,J,,...)9-/0--,-7-, cr-Tl].CK·BY' -DATE SHEEtNO --- . ·.,.. ·~· . ., .~, --· •. ' :::~~~: · · ·lt.bQP. sruo5; . ' tlljij/1 :o/i. , t--,,,,----,-......-,------,----~..---<I · "u'.iio.1 Y=-!21•· (1111{4•. ~~ ·--~', '"-'Ii( ~. 'M' ·: ·15;132,U' · ·cE· . ,. ··o.c. . - ad e:-611 ii&..'' ' ' Qi;'. .435• ~"Otl ~s• .18~: 00. AJ~ f 12~ ot:.,'. R,51·. 13~·0.c. A%·'• 1" oc .. A$rs • 611 OC • a.c. ~D i:;11· ' ,, c 311· 211 ~ -1' t~t~"Ar FQVIPAT1c,,i-.eirhL fl-.A.lF~.#IP'·/4?.Jq1r-i1~~~~ ~OOE~ SHALL~· IN'A~l~LE . ~;,~~{:! N~l~,~~:_ANt);.A(..LJi!Alt~: ~Al,,J... eE. ~1AOOE~D. ~:~INQH.Na-11NAL ·61LJ.. ·· ~i~r~~~'ik~=-~r~~~Ali~~~l?G!= Pl~T~Ce.FE~l~D AT :;~~ARY 2,J,1~:·ep. i;a 6EARI~, FLATE5 ,(tA1*.-2&293), c5R".EGiJAL, SHALL eE:USED Ull:t"H &le~ A.a, · ~ie11·:~1Ht:#ea,f~p$~Ai.L ~~ <t~;~~eifMAt -~ ~o 1N L1ai: · .cf: 5-tetAB,,4T f:Xlqtl~.·FPQlm&J~ffH·.~~ ?PACI~ f:1:R'TB:lL~ AaayE: ~. Af.L. f>JI:J ... NAll;.~~SHAJ..J.; ,ess:r~RED..J/2'1 MINIMitt (frFICAl'..i-. . ---· ' -· 0.C; ~II ~·· 2411. 18" 1_~11 121! 4: lUHEN, ASHEAl.a!JALL..'le-:5F'Ec:lFfED ~.ebf!H' SiDE~ ci= WALL , ALL GLtDit,t1.-~ ca-lNECT~ · · eHAw· BE· Atr~p Wi1R SP~l~ ~f l'A~~Ml?l-1;~-~-To BE ~D<JCi=p· el' I-IALF. .. , . I I: "· 5· 6Jl FOUNDAit.ON:.D.ESfON ,,: .,J-;:~-IJ23 J1lf ,1vHftb = J)j§: -rffi . -. 1,Jj(}O :jjs'f (Jtf .ff(,lvH~J'.): "=;;, J'.3 ;.fJ}CllES-(MlR) ~ . . . . .JOB 24-0?-741 SHEETNQ Jt .QF''_ . .,,,.\-!---1~-,- tA:LC.i.JtAT~f~ i3X PSC DATE". t 1/9/01 C)-J_ECI(BY' DATE ~----'-----SC ALE ASBP,,,.. 1000 psf Usf:..: .L's; "-\\Oti&tb'.&,YrN'. FTG \Vi 0f /jJ ,·r ·t6:1tA-N1ii36.fib.T\l& EMBfib., j .. ii; iTtN1f;();~JNDfsibiii1~-D..SOih (Mn~::i .• ., . ·.:1 --2(D"'fk2" -r .. • ' • • '. l ' --~-• 1cr; i(~dDA-R Ex '.l2 !'=THK . ~· • .. -" ,, . -. . . ~ ---. , " WI -j;. .-iii-,( 'E-ACITWA:¥: '\.,, -t ••• • -'·-· • •• -,... ., ---- ,1}/ti·'.$.:Qb)~.i~l{~ .. Ji. i, Tf~K WJ .1f -'ff! 4,-JtA'CtJ"\t{A/j p~l~ = 1000 * J!.innx. = 6256 "Ji,~ l?;ll?~·;=;: 1000· *' P ~n~-"" 12t1m 11:)s· t, 2.50 3.5.0 2 '/.' · i, 6027li,>P,un::o· L'leUcin:;.•{F\O, Boi';i,Hl ~ ·Rli1itihi$ ;sii'nia Fe; CA 9201',7'· if~f~~fibnc:~)~5~):--1~\i-24~{··,.r,~xt (~.1ili:7~f~~.M\ · · · . _ ·:~·!T!lt!1:·r:n;'~~~-f~~-~ar~·~:R\'~1'cii~-- !.. : • .. ~ ,~· : ,, ,,.' -_,.-· , ... " '• .:,: SHEET,NO'.--c-, ~i ...... -__ o~-+--- G~Ll::!µLArE'.D':\l_Y. PK DATE ...... __ CHI,:Cl(F.OllY DA~-- SCALE _ _.... _ ____,. ______ ____ _JOB 24.01.-141 SHF..ETN(j, .. Gr• OF _ _,_ __ CALCUJ..ATED,lfl( . J>SQ DATB' ll/9/07 -....-. CBECI<; J:1.Y .. DATE SCALfi ---- s~i Lnforal ·15~~ign:& An~ivsis:'(~or1t.}· / -, . .. ~ '• ' . lf' @' , , IS:: .%.~ . '(' -3.39~·. ,x, OJR k. 61':2: ti) ,.. .. '-0...;'-lt,..;d.;.,,lj;.~j .... • .,::~._,;;i,,· ·_,.·· ,_· i,...· ..... , • ..,.,._!"-..;.;.;.-...:.... ~ :• •t'; .,· • ., !'. '~ -,.·· ' ' :6,1,2 ,, Jos. V ·~ ·:'lt -~=: -'~ Ji4. p!f . _ l;i6) [i:i'~-,: V ·";'¾ ,7::f 'J, ft. " ~D2 ·!. :·, ··- . -. :~ .... ,_,,,,_ '. Palos Verdes ~ngineering Corporation Consulting Structural Engineers 6027-I Pasco Dclicias * P.O. Box nu• Rancho Sant~ Fe, CA 92067 Telephone {858) 759-2434 -fax (858) 759-8324 · 5.l Lateral Design & Analysis (cont.} Gridline ® 18 % ( 3398 X 0.18 612 612 lbs. V = 95 ft. "" 64 plf OTF = . 643,8 lbs. J'lFiCJ. , .. fLr,.~1),15' }]~ i..r'li· ~001\\-\0f" TJ:J:l·,._o #) Griclline 0 46 . % 3398 x. 0.46 = 1563 fl. ) 1563 lbs. V = 7.25 ft. 216 plf OTP I<= 2156 lbs. Oridline © 36 · % 3398 X 0.36 1223 lbs. ~ V = ~ ft. a.t.ri. l· ft:> plf ~· 6ll0£b609.!_:0l JOB 24-07-741 SHEET NO = s : OF ___ _ CALCULATEDBY ~DATE 11/9/07 CHECI<BY SCALE O} SW5Zit ~b) S~t't,( ~------.-DATE __ _ f!-102 IC~ ~- Palos Verdes Engineering Corporation Consulting Structural Engineers · 6027-J Pascv Dclicias * P.O. Dox 22 I I • Rancho Santa Fe, CA 92067 Telephone (858) 759-2434 -.Fax (858) 759-8324 · · 5.l Lateral Design & Analysis (cont.) Gridline ·®. 18 % ( 3398 X OJ 8 612 #) 612 lbs. V = 95 ft. 64 plf OTF = 643.8 lbs. · · fl,R.o. \ .. (Ltr-tt;11'r5" )).i< ,r 'll· ~o.s'\'10F' TSbY..~o 46 % . ( 3398 X 0.46 = }563 # ) ------......,;.----------Gridlin~ 0 1563 lbs. V = 7.25 ft. OTF "" 2156 lbs. 36 .% _ _.;;.. ...... -..l..-,~---------~-Oridline © l'.Z23 lbs. v= ~ ft. r.LtJ l" ~- 1:/J;"d 6H0£b6092..:0.L 216 plf 3398 X 0.36 JOB 24-07-741 SHEET NO '1 OF ___ _ CALCULATED BY ...!§£_DATE 11/9/07 CHECK BY DATE SCALE --- 0) SW3Z" ~,, S~i'tJf PHD2 i, . ~.-i.·:' .. · ~ ~ • ~ ---:. ll-TITLE 24 REPORT Title 24 Report for: SWITCH FOOT 2221 LAS PALMAS -UNIT 1 CARLSBAD, CA 92011 Project Designer: WARREN SCOTT + ARCHITECTURE 987 HERMES AVE. ENCINITAS, CA 92024 (760) 943-8180 Report Prepared By: David A. McClain NR0S-07-5716 Title 24 Data Corporation PO Box 2199, 633 Monterey Trail Frazier Park, CA 93225-2199 (800) 237-8824 Job Number: 119483 Date: 1/31/2008 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. EnergyPro 4.4 by EnergySoft Job Number: 119483 User Number: 1348 MAR-03-2008 MON 04:16 PM CITY OF OARSLBAD FAX NO, 780 602 8658 P. 02 City of Carlsbad -- CER,'fJEl,;A'.[E OF COMPLIAN<;& PA)'MEMf QF SC!IOQL IJES Olf. Q]'RER MJTJGAT19l! Thls fOrm must be completed by the City, the applicant, ~ntl the appropriate school distriQts and re~med to the City prior to Issuing a l:>ulk11ng permit The City will not i$sue any building permit without a completed school fee form. Project Name: ·S;;;.WJ;.;;.::.:.T.;;.C;.;;.HF:;...;O;;;;..O;...;T~,----------------....-- Buildlng Permit Pran Check Number: Project Addr8$s: A.P.N.: Project Applicant (Owner Name): Project Descrtptr011'. Building Type: Residential: 08080240 2221 LA.S PALMAS STE A 213050311>1, SWITCH FOOT ADD 570 SF MEZZANINE VN New Dweffing Unit~ Square F~et, P,f pving Area in New Dwelling Second Dwelling Unit Residential Additior,$; Square .Fe~t of l..ivin.9 Ar~a in SOU Ne~, ~guare feet N~w Are-a Commeteial/lndustriat: · 670 Square Feet Ff'?or Area City Certification of ~-_ . • .. . · · Applicant Information: -~_..;..,~-----· , _______ o_ate_:_..S_(_.s .. fi_o_~ __ _ Enclnhas Ual$n Sotaooi niltrl~ 101 South Rnnoh<.l Santi f'e Rd Bnoil'litas, CA 9i02.4 (944-4300 e><t 166) LOI \'l.lbt Unffltd.Si:hoof llbtriet 1234 Am~ia. Drivu Vista CA 92083 (726-21'70) ' S.11 Dit.a•ito.lJ•ion High School Pf,trlct ?10 ll0¢ii1i(aa Ulvd, ~cini~ (J_A !J2024 (75!-6491) SH Marcos Unified Sehalll District 215Mat&Wey San MIU'COS, CA 92069 (290-2649) Conmct: Nancy 0,11cc (By Apfil. Onl~,) Cdcatton of Ap~rit/Owner,, l'he ptttWn executing thlt decra~on ("OWnar") cel'fifie.i un4er penaHy a# pwju,y that (1) the tnfomtatlon prov~ed itbove Is corrKt art<{ true to·tM best of .the OWner's knoW,edge, and that the Owner wiff file al'I amended eertlflOfltlon of payment Md pay th, ad(lfton~I fee if Owner requests an increa,. in the number of dWellin9 units Qr square footage ~fter the building penmt ts IMUed or If the Initial dlterminatiQO of units tit square fO(l(age is found to be incorrect, and that (2) the Owner It the owntr/develc,per of the above dasarlbed pro,ieot(i), or that the pfflOn executing thi~ declaration is aWiorl~ to lign on behalf af tt\\ Owner, J2-_ . s1&11mre: (.Mo ~ .. · .. naw. ..5/Yfo~ R1;1Yiscd 3/30/2000 MAR-03-2008 MOM 04-: 17 PM CITY OF CAASLBAD FAX NO, 760 602 8558 P. 03 .i SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) ~tt~Wtttt-A'***~**A*******~~*•*******-,,,***Ynl'w*W*N***~**ll"#tt***w**"'~*,n1r*'lt"rtt*lttt*****~***"** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRlCT: The undersigned, being duly authorized by the· applicable School District, certifies that the developer, builder, or owner has satisfied the obligat1011 for school facilities. This is to certify that · the applicant Usted on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building ~rmlts for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER (_J)_rJ.fu ±~ (_ w) WALTER FREEMAN ~SSISTANT SUPERTNTFltDE)tl' CARLSBAD. UNIFIED SCHOOLDISTRICI' 6225 EL CAMINO REAL CARLSBAD, CA 92009 3-o'-{-o?; 7<ao-33 \-5oae .. ,,,, -·-·--··· -:-, ,' -· ,·-·;_ 1,,_,,.-._ ,. ,. ,_ ",1···,. . '•:, '·. '' ·,. ,~_. ' .. _< • , , r. , -, '' ''' ,•,-~-I , .. •'·_\_,_ ·, •_: r '::,-~ ' 't ·: ~ ... '' -., . -.• -,,.,-,_,, :-~. - ') ·, ,t t. ·:} ', ~. , ... ', -,- -t ·.' ; Febiu-~~ 46/2008. ,, ' ·-. '• -:.t ,-~, , .. 1·: ~-· '_, • < \ ' ' J ' Palo._inat .14 Condominium gwri~rs Ai~fod.atigii . . 2221 Las,Palmas Drive·#F-~; ::c~i~pad,:C~.:9201.i:. · ·· · -.--' :,•.', . ,·,,_ ' . . / . . Pal~~~ 14:coiittomini~.A~io.d~~i~i{ ·· (760)685~1.700'. ... ' ...... : , .. ' .. ' • J " • .., 'I ' ~ ' " !' .,. • _1,-.._· -:... ) ·. ., < '· :· '.· l \• ,---, ,·,·· ... . '·.-.'' . ;•, ,·.-y) ',-. -,,,)_ ,. ,- '-~. ',, ) ), -·,·' -.:::,· -, -~ '. ', : . '' \ ,, ~.J '· ~-. ,-t ,: ':' , .. , " ',, I '" J '.~ '' > .. ,' -;.·.,·, ~, ~ '-. .' ~ .. l ' ' •• ·:·.: -1,,· ,,,, .,., .... .. -.,, .·. . -.-., '{,' .-.- ., •'c• • ·::;"' ', ~ -~,. /:' .··~./, •. !:•:'••' ,, ~. ·: :~ -~ t~. ... -~· .:,,, ' .' ,: ; . :.r '• , .. ·":~:--~ ~ ,-.;/_"'~- ·:' .: ~/--/ ~~ "l. -~ ·,, ~::--_ - -. } ·i'"-· ~. •:' ': '::·, ._ -', ~~ ,: ·-·., ; ~ C ::/ --~ ,~, .. ' .. -· -~:: ~ _;•;, I • • -·~ .... {~._ ,, ,-.... -~~ . . . -. ~: . ' ;,.,..,