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HomeMy WebLinkAbout1250 CARLSBAD VILLAGE DR; ; CB052405; Permit08-25-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB052405 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1250 CARLSBAD VILLAGE DR CBAD Tl Sub Type 1561803400 Lot# i $0 00 Construction Type i Reference # COLE LIBRARY RENOVATION OF HVAC SYSTEM COMM 0 NEW Applicant CITY OF CARLSBAD Status Applied Entered By Plan Approved Issued Inspect Area Plan Checktf ISSUED 06/28/2005 SB 08/25/2005 08/25/2005 Owner CITY OF CARLSBAD PUBLIC AGENCY 00000 PUBLIC AGENCY 00000 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $0 00 Meter Size $0 00 Add'l Reel Water Con Fee $0 00 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $000 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) SO 00 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee SO 00 Redev Parking Fee SO 00 Additional Fees TOTAL PERMIT FEES SO 00 $000 SO 00 $000 $000 $000 $000 $000 $000 $000 $000 So oo $000 $000 $000 $000 $000 $000 Total Fees $0 00 Total Payments To Date $0 00 Balance Due-$000 / ;;i.D!NG PLANS :/_ IN STORAGE _.ATTACHED Inspector FINAL APPROVAL Date V'7/^Clearance NOTICE Please take NOTICEhat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" Tou 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 66Q20(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 nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you havecreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT INFORMATION FOR OFFICE USE ON.LY PLAN CHECK NO EST VAL Plan Ck Deposit Date Address {include Bldg/Suite #)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use #of Stories # of Bedrooms of Bathrooms ™XX^ . r-vS'2j Owner _ [^Agt State/Zip Telephone Fax # Name C ITS' Qfr Address _ I ZOO City State/Zip Telephone # C* 7Z.008 Name Address City State/Zip Telephone (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law IChapter 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 iSSOO]) Name State License # Designer Name State License # 'c-,'1 nfrtni/cnt-' V^/MumcMC- «T Address License Class Address , _ .., i , 1 - it. t~ !••: I. ! ,,-,-. »*• City City Business City State/Zip License # State/Zip 8 j ~< - ' Telephone # Telephone i ,i ~a 10, „ , „!! ,„ r- , s Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued l~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~1 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, damages as provided for m Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7.'i DOWNER-BUILDER DECLARATION™ Lf, ",',,','' , „' „ ,l V „ „ u I "_ r ' T "," i,1 u__!'! ", ,V, u !*„ ^ S,,', < if" ',,* , „,>,]',, I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q 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 amnin one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Qfl I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) [~| I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d YES 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 number / 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 number / contractors license number) 5 I will provide some of the wor)<T^u/l/hafe contraJS^d (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) DATEPROPERTY OWNER SIGNATURE iCOMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act7 Q YES [JT NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES Q 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 |8"" iCOfMfRUCftONlENDING AGENCY ^ ,'„'' , '_!"' r~r~ _>_ " ! , 'FJ • " •"'['• ""',', f "'"• ' "' t!!'..V .i J^ ', 'n • <•','? M J.!."" ' ' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S ADDRESSLENDER'S NAME I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official undj/r the provisions of this Code shall expire by limitation and become null and void if the building or work Iced within U I for ^pfenod authorized by such permit is not c at any time after the work is comi APPLICANT'S SIGNATURE m the date of such permit or if the building or work authorized by such permit is suspended or abandoned (Section 106 4 4 Uniform Building Code} DATE 04/13/gS"" WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 07/13/2006 PermiW CB052405 Title COLE LIBRARY RENOVATION Description OF HVAC SYSTEM Inspector Assignment PY Type Tl Sub Type COMM 1250 CARLSBAD VILLAGE DR Lot 0 Job Address Suite Location APPLICANT CITY OF CARLSBAD Owner Remarks Phone Inspector Total Time Requested By CW Entered By BINSPECT CD Description 49 Final Mechanical Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# CV030132 CLOSED O-CAR DETAILING @ CIIYPKG LOT, Inspection History Date 02/08/2006 02/08/2006 02/06/2006 02/06/2006 02/02/2006 01/31/2006 01/30/2006 01/25/2006 01/25/2006 01/25/2006 01/25/2006 01/25/2006 01/20/2006 01/20/2006 01/20/2006 01/19/2006 01/13/2006 01/13/2006 01/11/2006 Description 39 Final Electrical 49 Final Mechanical 24 Rough/Topout 44 Rough/Ducts/Dampers 23 Gas/Test/Repairs 34 Rough Electric 34 Rough Electric 14 Frame/Steel/Bolting/Weldmg 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 24 Rough/Topout 44 Rough/Ducts/Dampers 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 23 Gas/Test/Repairs 23 Gas/Test/Repairs 11 Ftg/Foundation/Piers 34 Rough Electric 24 Rough/Topout Act Insp Comments PA PY PA PY AP PY COPPER PIPING FOR HEAT SYSTEM AP PY AP PY GAS MTR REL AP PY EMR- METER RELEASED PA PY AP PC equip -encl WC PC AP PC equip encl AP PC CHW, HHW LINES WC PC AP PC EQUIP FENCE AP PC AP PC PA PY OK TO COVER AT SLEEVE AP PY WC PY EQUIPMENT PADS •WC P>f City of Carlsbad Bldg Inspection Request For 02/02/2006 ' Permit* CB052405 Inspector Assignment PY Title COLE LIBRARY RENOVATION Description OF HVAC SYSTEM 1250 CARLSBAD VILLAGE DR Lot 0 Type Tl Sub Type COMM Job Address Suite Location APPLICANT CITY OF CARLSBAD Owner Remarks Phone 6169216175 Inspector Total Time Requested By DAVE Entered By CHRISTINE CD Description 23 Gas/Test/Repairs Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# CV030132 CLOSED O-CAR DH TAILING @ CITYPKG LOT, Inspection History Date 01/31/2006 01/30/2006 01/25/2006 01/25/2006 01/25/2006 01/25/2006 01/25/2006 01/20/2006 01/20/2006 01/20/2006 01/19/2006 01/13/2006 01/13/2006 01/11/2006 01/11/2006 01/11/2006 Description 34 34 14 17 18 24 44 11 12 23 23 11 34 24 31 34 Rough Electric Rough Electric Frame/Steel/Bolting/Weldmg Interior Lath/Drywall Exterior Lath/Drywall Rough/Topout Ro u g h/Ducts/Dam pe rs Ftg/Foundation/Piers Steel/Bond Beam Gas/Test/Repairs Gas/Test/Repairs Ftg/Foundation/Piers Rough Electric Rough/Topout Underground/Conduit-Wiring Rough Electric Act AP PA AP we AP AP we AP AP AP PA AP we we PA we Insf PY PY PC PC PC PC PC PC PC PC PY PY PY PY PY PY Insp PY PY PC PC PC PC PC PC PC PC PY PY PY PY PY PY Comments EMR- METER RELEASED equip -encl equip encl CHW, HHW LINES EQUIP FENCE OK TO COVER AT SLEEVE EQUIPMENT PADS 92/10/2006 13-36 858-7155810 ^Testing Engineers - U.S. Labs 7895 Convoy Court, Suite 16 Son Diego. California 92111 Phone (858)715-8800 Fax (866) M3-5Q10 TESTING FNGINEERS SA PAGE 03/Q3 a Testing Engineers - Inland Empire 411-16 Elm Street, Suite A Murrieta, California 02502 Phone. (981) 677-0366 CONSTRUCTION INSPECTION REPORT NTP* PROJEC Budding Piumftjr t3?f Field Report G f**ofl lo Comply NC A Oat Tim Da i Arrtvod,U cxs i DOpnrtwl. 'PD# n AciToch Q WoWIng G Mascnv Q BottlnB Wnothar, Q Pre-P«l TVwl Q Solte D FJrepfoctlnfl rim*** ncct T«ndon Q Batch Plant D FoundstkxiB D Obi Li"ior-*yufn^|f«MfM^~^pyg-Jg WOBinif -^ Dowuwntit Retarencad Q SoUft RapOrt Q3 Plans dataCl-^^Qg* DSp«cs.DaW. Type Cl Squlpnwnt UBK! ^fey O^ rAjMlAg- AfJlVL | fe fi?*dVAt>efeAeA. POJsi ta CfltbuHiorrtRi .*»#•*_ Ls.J tO/^'8 /-^J^VAQ^^-f~ A?A^il DWnsNol inspected. Testad, and Sampled In Accordance Wflh Requirements of iha DSA Approved Documents Th» «a* inspected QfMw D Tha Wo* Tested Q Me* D Old Nbt mew the THeWoriOanphx] D Met D Old ^4)t Uetf (ha Httqulrcmonta of tr>o 03A Documents Raqultenwnti ol llw DSA Document* Dtd Nbl moot th» PtquliemenlB o* iho DSA Documcms CfiftTIPlCATtON OF COMPUANCE. TO th? best or my knowicdgs, BO ol the obswvcd work unless cnhmmtee allied, b In Gsnlonn4icc with fi« «pprov»<( p(tina find specifications and (no workmanship pravlsJona of ttic Appfioafel* code Oc PfOfflctArchrtoci, Structural Fnglna«r Inspector ol Record SdMaUBHrititi - ~£ Archhect Structural Engm?«r Proieci Inspector DSA EjtfMit DDMNntUeot Daia. §D Testing Engineers - U S Labs Q Testing Engineers - Inland Empire 7895 Convoy Court, Suite 18 41 1 46 Elm Street, Suite A San Diego, California 92111 Murneta. California 92562 Phone (858)715-5800 Phone {951)677-0366 Fax (858)715-5810 Fax (951)677-5761V ' DSA File # DSA APPLICATION # Client PO # NTP# PROJECT # ^^>o.C- C»C.^*; • Jt-HT.l !-• CONSTRUCTION INSPECTION REPORT ' ' A S( 1 •$ 's,t I <-*,-"• t» r •» t * // f&.*rs1fi? *~l Pro]firt I oration / 3 V ^> S s\ sf / v, /% /* A \/V/i-*v«;c* fl j* . W sT Building Permit # <=-- S Documents Referenced Type of Equipment Used I Sample Type 01-fA SI re"£/ A r%, ^ O ^-fci ^T Plan File # rield Report | 1 Notice to Comply G Concrete Q D ACITech D D Welding Q Q Other 1 1 Soils Recort 1 1 Plans Date Moisture Count Dato / ^ -J O C /I 3 oTime Arrived / J. " Time Denarted OSHPD* Reinforcing Steel f~1 Pre-Post Tensioned Tendon Q Batch Plant Masonry [~1 Soils [~1 Foundations Bolting 1 1 Fireproolmg l~~1 Metal Decking 1 1 Specs Date PI RFI # HI Codes Calibration Dates Amount MaderTaken nagp# rr Q o -C , f* 1 X /\_^ ^:v;c>} t xi r <\ A «(^n j)o _A..jJLt_TgL S This Work QWas Q Was Not Inspected Tested, and Sampled in Accordance With Requirements of the DSA Approved Documents The Work Inspected D Met D Did Not Meet the Requirements of the DSA Documents The Work Tested D Met D Did Not meet the Requirements of the DSA Documents The Work Sampled D Met D Did Not meet the Requirements of the DSA Documents CERTIFICATION OF COMPLIANCE To the best of my knowledge all of the observed work unless otherwise stated, is in Conformance with the approved plans and specifications and the workmanship provisions ot the Applicable code Met D Did Not Meet Cc Project Architect Structural Engineer O^ // L- Inspector of Record Inspectors Signature Approval signature / Name/Company __ Reviewed by Copy to Architect Structural Engineer Project Inspector DSA DSA Regional Office i^r~ ^^^* School District .._ Certification # / Exp Date Inspector's Name Date Reviewed -J? >\ Date_ ' • -• " EQUIPMENT ANCHORAGE DETAIL EQUIP MODEL CARRIER 39LD18MBAA3 & 39LD21MBAA3 EQUIP. WT...' 1.95Q & MAX TAG(S)AHU-1, -2, -3 & -4 SLREBP- A-400 AHU SLREBP- A-400 1 /J A M nr — =j SLREBP- A-40C - SLREBP- A-40C """~*Ti] • ife i^rn \ 43" (ISO C/C) Rrt"fAHl Qp __j3£ SLREBP-V A-400 ' SLREBP- A-400 "A T 39" ClcO C /r} • \ [ FNtrn-^ . \ .- T \ •*t \ *CM i 1 N "in aCD C J =r-h-i TR — 1" PLAN VIEW ISOLATOR BRACKET SEE DWG A1 1 (TYP) C3x4 1 (TYP) (E) AHU SUSPENSION' BRACKET 4-1 •4- \ I \ |4-H M oo t ;TYP)~. it^-<4* 4- -f ISOLATOR / BRACKET / MASON TYPE * rSLREBP-A 43"39"_F^p^ ^"0x4" EMBEDMENT HILTI KB3 ANCHOR, 6" EDGE D!ST (TYP) DETAIL "F\ DETAIL MASON WEST, IMC. . 2840,-Gretta Lane, Anaheim, CA 92806 "-TCt-(714)f 630-0701, FAX (714) 630-7822 PROJECT GEORGINA COLE LIBRARY GUST..ALPHA MECHANICAL PROJ NO SH05-059-1 TAG(S) DATE 12/27/05 SCALE NTS OWN BY SH CHKD BY. ; PAGE ^ OF DWG NO A1 L4x3x%, 6" LG (LLV) ^"0 HOLE FOR %"0 BOLT (TYP) BRACKET DETAIL mi 1 MASON WEST, IMC. 2840 Gretta Lane, Anaheim, CA 92806 TEL (714) 630-0701, FAX (714) 630-7822 PROJECT GEORGINA COLE LIBRARY CUST ALPHA MECHANICAL PROJ NO SH05-059-1 TAG(S) DATE 12727/05 ! SCALE NTS OWN BY SH CHKD BY PAGE OF DWG NO • A1 1 MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products NY Mailing Addnss PQ Box 410, Smithtown, NY 11787 350 Rabro Dnve 2101 W Crescent Ave , Suite DHauppauge, NY 117Q8 Anaheim, CA92801 631/348-0282 714/535-2727FAX 631/348-0279 FAX 714/535-5738 lnfo@Mason-lnd com lnfo@MasonAnaheim com CERTIFIED FOR JOB NAME CUSTOMER CUSTOMER P O MASON M I DWG NO GEORGINA COLE LIBRARY ALPHA MECHANICAL SH05-059-1 A2 TYPE SLREBP 1" Deflection A Series Spring Mounting w/ Extended Baseplate "CS" Cap Screw - Secures Height Saving Bracket (or Eqipment Base) to tapped concentric hole in mounting Adjustment Bolt Adjustment Bolt Turn counter clockwise to ,oad spnng(s) and maintain free and operating height Neoprene Vertical Limit Stops - Out of contact during normal operation "MBD" Max Bolt Diameter OSHPD R-0195 Rated Load CurvesJLBS] 800 1000 2200 HORIZONTAL SPRING DATA Neoprene Acoustical Cup Spring . Free OD Height Ratio Ratio OD/OH 13/4 3-33/8 050-090 074-125 TYPE SLREBP DIMENSIONS (Inches)TYPE SLREBP RATINGS Size L W H T HCL MBD CS SLREBP-A 121/4 21/2 5 1/4 1/4 103/4 1/2 3/8 * 1 SLREBP-2A 155/8 3 51/4 1/4 137/8 5/8 3/8x1 SLREBP-4A 155/8 41/2 5V4 1/4 135/8 3/4 1/2x11/4 Illustration shows a SLREBP-4A (4 spnngs) SLREBP-A has 1 spnng and SLREBP-2A has 2 spnngs All spnngs have additional travel to solid equal to 50% of the rated deflection Sold Spnng Height = Free Height minus 1 5 times Rated Deflection Housing toad ratings in G's are based on tests with bolted connections to steel top and bottom SLREBP housings require uniform support under entire base plate Horizontal and Vertical plotted Ratings are California OSHPD approved values having the OSHPD Anchorage Preapprova! Number R-0195 Testing and calculations were performed to meet OSHPD cntena To use approved OSHPD rated toad curves. 1 Calculate Vertical and Horizontal Forces on mounting including translations and overturning moments 2 Plot Horizontal Load vs Vertical Load The point must fall within the area below the OSHPD curve Size SLREBP-A-45 SLREBP-A-75 SLREBP-A-125 SLREBP-A-200 SLREBP-A-310 SLREBP-A-400 SLREBP-A-510 SLREBP-A-625 SLREBP-2A-620 SUREBP-2A-800 SLREBP-2A-1020 SLREBP-2A-1250 SLREBP^A-1240 SLREBP-4A-1600 SLREBP^A-2040 SLREBP-4A-2500 Rated Capacity [IDS] 45 75 125 200 310 400 510 625 620 800 1020 1250 1240 1600 2040 2500 Rated Defl [in] 1 60 1 50 1 33 1 151 nn 1 00 1 00 1 00 1 00 1 UO 1 00 1 00 1 00 1 no1 nn 1 00 Spring Constant [Ibs/in] 28 50 94 174 310 400 510 625 620 800 1020 1250 1240 1600 2040 2500 Spring Co tor Blue Orange Brown Black Yellow Green Red White Yellow Green Red White Yellow Green Red White Max Honz Static G Rating 1780 1070, 640 400 260 200 1 60 1 30 1 60 1 30 1 00 080 1 80 140 1 10 090 CERTIFICATION TAG AHU-1.-2.4&-4 UNIT CARRIER 3SLD18MBAA3 & 39LD21MBAA3 PLAN VIEW OF MOUNT LOCATION inch SPECIFIED DEFLECTION n SEE DWG A1 FOR MORE INFORMATION L*J CD D D 1 2 3 4 5 SLREBP-A-310 SLREBP-A-310 SLREBP-A-510 SLREBP-A-510 SLREBP-A-310 6 SLREBP-A-310 7 8 9 10 Material for One Set (4)Sets Required DWN SH CHKD PATE 12/27/05 [DWG NO A2 FORMS-283-1b 01/98 SEISMIC OVERTURNING AND EQUIPMENT ANCHORAGE CALCULATION SEISMIC HORIZONTAL FORCE PER 2001 CBC TAG(S)= AHU-1,-2,-3&-4 Wp= 1950 , EQUIPMENT WEIGHT 9p- 25 , COMP AMP FACTOR (TABLE 16-O) RP = 15 , COMP RESP FACTOR (TABLE 16-O) Ca = 0 57 , SEISMIC COEFFICIENT (TABLE 16-Q) IP ~ 10 , IMPORTANCE FACTOR (16-K) h, = 1 , COMP ATTACH ELEV h, = 1 , ROOF ELEV phcafc = apCalp(H-3h^h,)Wp/(1 4Rp) = 2 71 Wp = 5293 LB Fptlmn=07CalpWp/14 = 029Wp= 556 LB FphrWK=4C.lpWl/14= 163Wp= 3176 LB THEREFORE, Fph = 1 63 Wp = 3176 LB Fpv =• 0 00 Wp = 0 LB (FPV *» U fFpV Fph(cosft) O OSPHD/DSA => Fpv = Fph/3 ® COMMMERICAL => Fpv = 0 DIMENSIONS B1 = 62 IN , LENGTH BETWEEN ISOLATORS H = 42 IN B2 = 74 IN , WIDTH BETWEEN ISOLATORS N - 6 , C G HEIGHT OF EQUIPMENT , TOTAL NO OF ISOLATOR AREA MOMENT OF INERTIA AND CRICTICAL ANGLE CALCULATIONS lyy = N(N+2)*B12/[12(N-2)] = 6724 lxx = N*B22/4= 8214 a = TAN1t(lyyB1)/(lxxB2)l= 093 rad REACTIONS R = ( 9W-Fpv)/N-Fp(,COS(a)H-B2/(2lyv)-FphSlN(a)H*81/(2lxx) = 719 LB PC = (W-t-FpvVN-t-FphCOS(a)H'B2/(2)yy)+FphSIN(a)HiB1/(2lxx) = 1336 LB Ps = Fph/N = 529 LB TENSION FORCE @ LOCATON 2 COMPRESSION FORCE @ LOCATION 4 SHEAR FORCE PER LOCATION ANCHOR BOLT DESIGN FOR MASON TYPE = n = MBD = h = Tbolt =2*Ps*h/(n*a)+Pt/n = Vbolt = Ps/n = SLREBP-A ISOLATOR V 2 , # OF ANCHORS PER LOCATION 0 50 IN , MAX BOLT DIAMETER 5 25 IN , ISOLATOR HEIGHT 2 50 IN , ISOLATOR WIDTH 1471 LB , TENSION FORCE AT BOLTS 265 LB , SHEAR FORCE AT BOLTS Vboli. Tbolt ANCHOR = DIAMETER = EMBEDMENT = EMBEDMENT USED = CR SPACING = MIN SPACING = CR EDGE FOR T = MIN EDGE FOR T = CR EDGE FOR V = MIN EDGE FOR V = Hilt KWIK BOLT 3 INSTALLED IN f c=3000 PSI REG WT CONC PER ICC ESR-1385 050 IN 3 50 IN 4 00 IN 7 88 IN 3 50 IN 6 13 IN 3 50 IN 6 75 IN 3 38 IN ANCHOR SPACING = ANCHOR EDGE = Tcr = Vcr = Ta = Va = SPEC INSPECTN = 10 75 IN 4 00 IN 2048 LB 1867 LB 1716 LB 1106LB YES • UNITY CHECK UC = [(frTbolt)/(f2*Ta)]f3+[(f1-Vbolt)/(f2*Va)]f3 = 054 f, = 1 SHALLOW EMBEDMENT FACTOR f2 = 1 33 ALLOWABLE SEISMIC INCREASE f3= 167 Ta & Va ARE REDUCED FOR ANCHOR SPACING AND EDGE DISTANCES (IF REQ'D) W MASON WEST, INC. 2640 Crotto lono, Anaheim, CA 92806 TCI, (714) 630-0701, FAX (7M) 630-7822 PROJECT GEORGINA COLE LIBRARY CUST ALPHA MECHANICAL PROJ NO SH05-059-1 DATE 12/27/2005 OWN BY SH CHKD BY PAGE OF DWG NO 31 EsGil Corporation In (Partnership witfi government for (Suiting Safety DATE 8/18/05/ ^ " ° JURISDICTION jCity of Carlsbad 3 PLAN REVIEWER "*&\ ." Q FILE PLAN CHECK NO- 05-2405 SET III PROJECT ADDRESS 1250 Carlsbad Village Dr PROJECT NAME Georgina Cole Library - HAVC Equipment Renovation XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted fora 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 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 X] 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 Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS. By. Doug Moody , Enclosures Esgil Corporation 'D GA D MB D EJ D PC 8/11/05 trnsmtldot 9320 Chesapeake Dnve, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (Partnership -untfi government for (RuiCchng Safety DATE 8/8/O5 ' Q APPLICANT JURISDICTION City of Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO • 05-2405 SET II PROJECT ADDRESS. 1250 Carlsbad Village Dr PROJECT NAME. Georgia a Cole Library - HAVC Equipment Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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 The plans transmitted herewith have significant deficiencies identified'on the enclosed check list and should be corrected and resubmitted for a complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to .Dale Schuck 405 Oak Ave, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. /3 Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Dale Schuck Telephone #. 760-434-2949 Date contacted #7/4^ (by^fe) Fax # Mail ^Telephone v^ Fax y In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA D MB D EJ D PC 8/1/05 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 05-2405 8/8/05 RECHECK PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO • 05-2405 PROJECT ADDRESS 1250 Carlsbad Village Dr SET. II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 8/1/05 8/8/05 REVIEWED BY Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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. Per Sec 106 4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit two new complete sets of . prints to B 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 C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of 'the prior, correction list, we have encfosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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? Q Yes Q No City of Carlsbad O5-2405 8/8/05 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways: 1.' Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700. The,City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 5 Please provide dimensioned electrical meter room plans showing how the new 1200 amp service will comply with section 110-26 (1)cof the NEC The single line notes still indicate a 1200 amp service and note 1 on sheet E-5 indicate the installation of a 1200 amp service. Is a 1200 amp service necessary? Please provide a main service load calculation. 6 Please dimension on the plans the required working clearance in front of the new control equipment in Mechanical rooms 1 & 2 and the equipment yard It is unclear where and how you access the equipment in the mechanical rooms and please show the service access to the boiler. 7 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" Please provide the note on the plans per City of Carlsbad ordinance. 9 - Please clarify the plans to show access to the new mechanical equipment to comply with section 305 of the UMC Access to the new equipment for inspection, service, repair or replacement shall not require removal of permanent construction, please revise the plans to show mechanical equipment room 2 to comply. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation Thank you J ", V EsGil Corporation In (Partnership ivitfi government f or <But&ftng Safety DATE" 7/11/05 • < JURISDICTION City of Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO : 05-2405 SET I PROJECT ADDRESS 1250 Carlsbad Village Dr PROJECT NAME Georgina Cole Library - HAVC Equipment Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to Dale Schuck 405 Oak Ave, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Dale Schuck Telephone #. 760-434-2949 Date contacted ~7/^^bys4^) Fax # "7 (a O- 7 2,0- Mail \XTelephone \s Fax In Person REMARKS By Doug Moody Enclosures Esgil Corporation Q GA D -MB Q EJ D PC 6/30/05 trnsmtldot 9320 Chesapeake-Drive, Suite 208 * San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576 City of Carlsbad 05-2405 7/11/05 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO ' O5-2405 OCCUPANCY B TYPE OF CONSTRUCTION Unknown ALLOWABLE FLOOR AREA' N/A SPRINKLERS'? Unknown REMARKS- DATE PLANS RECEIVED BY JURISDICTION 6/28/05 DATE INITIAL PLAN REVIEW COMPLETED 7/11/05 JURISDICTION City of Carlsbad USE Library ACTUAL AREA N/A STORIES 1 ' HEIGHT. OCCUPANT LOAD N/A DATE PLANS RECEIVED BY ESGIL CORPORATION 6/30/05 PLAN REVIEWER Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform 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 1997 UBC. 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 106 4 3, 1997 Uniform 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot City of Carlsbad 05-2405 7/11/05 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Budding 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, Engmeenng and Fire Departments until review by EsGil Corporation is complete 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC 2 Please provide the structural calculations to accompany the structural plans provided for the following • Complete vertical and lateral analysis for the new equipment • Provide calculations and details for the support of the new CWS&R and HWS&R attached to the roof overhang • Design for the equipment screening 3 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 • REQUIRED SPECIAL INSPECTIONS . In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • FIELD WELDING 4 , When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 5 Please provide dimensioned electrical meter room plans showing how the new 1200 amp service will comply with section 110-26 (1 )c of the NEC. City of Carlsbad 05-2405 7/11/05 6 Please dimension on the plans the required working clearance in front of the new control equipment in Mechanical rooms 1 & 2 and the equipment yard 7 Please note on the plans "AC Cable is not allowed in A, B, E, H, and I occupancies NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits". 8 Please revise the single line diagram to show the junction wire ways for the new control equipment to comply with section 370-28 of the NEC 9 Please clarify the plans to show access to the new mechanical equipment to comply with section 305 of the UMC 10 Provide complete energy designs for the proposed changes in the mechanical systems Provide the completed MECH- forms showing energy compliance 11. The completed and signed MECH-1 forms must be imprinted on the plans To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Yes a No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation Thank you SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: . OWNER'S NAME: 1, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that 1, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Cods (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3 5. iSigned . _ I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 105.3 5 for the construction project located at the site listed above StJ Signed 1, List of work requiring special inspection:- n Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSl D High Strength Bolting D Prestressed Concrete D Expansion/Epoxy Anchors D Structural Masonry ' D Sprayed-On Fireproofing G Designer Specified D Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above. . A. B. C. 3. Duties of the specialinspectors for the work listed above; _ A- B. C. Special inspectors shall check In with the Dty and present their cretfsnlials for approval pnorto begVnlng work on the Job site City of Carlsbad 05-2405 7/11/05 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 05-2405 PREPARED BY Doug Moody DATE 7/11/05 BUILDING ADDRESS 1250 Carlsbad Village Dr BUILDING OCCUPANCY B TYPE OF CONSTRUCTION Unknown BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) • 1994 UBC Plan Check Fee $300 00 Type of Review Repetitive Fee Repeats D Complete Review D Other r-n Hourly 25 Structural Only Hours * Esgll Plan Review Fee $240 00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 5 ADDRESS DATE RESIDENTIAL RESIDENTIAL ADDITION MINOR « $10,000.00) TENANT IMPROVEMENT PLAZ7TCAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE Oocs/Misforms/Mannmg Englneenng Approvals Carlsbad Fire Department Plan Review Requirements Category TI, COMM Date of Report 07-07-2005 Reviewed by Name Address CITY OF CARLSBAD PUBLIC AGENCY 00000 Permit # CB052405" Job Name COLE LIBRARY RENOVATION Job Address 1250 CARLSBAD VILLAGE DR CBAD INCOMPLETE TliU'iluii juuliiuu jubmUlul fui ILIIUII m uiuumplmia Al flua timu, tlnu uffii jiMjuutul J ]_ T»1. Conditions^ Cond CON0000546 rAPPRQYEp";TfflS 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 Dahl, Taylor & Associates, Inc Madwural Hedncol £ Slwdwol Isfieeas Dahl, Taylor & Associates, Inc. Consulting Mechanical, Electrical & Structural Engineers 9899 Hibert Street, Suite A San Diego, CA 921 31 Tel (858) 530-2268, Fax (858) 530-2378 STRUCTURAL CALCULATIONS for PROJECT-Georqina Cole Library HVAC upgrade PROJECT NO'3.04.010 PROJECT ADDRESS. 1250 Carlsbad Village Drive Carlsbad, California CLIENT:City of Carlsbad DATE.July26f 2005 Dahl Taylor & Associates, Inc. Date July 26.2005 9899 Hibert Street Suite A Job No 3 04 010 San Diego, CA 92131 -1067 By PL Tel (858)530-2268 Fax (858)530-2378 ' Sheet No f~ Georgina Cole Library HVAC upgrade Carlsbad, CA DESIGN CRITERIA Building Code 2001 CBC Wind load P=(Ce)(Cq)(Qs) (I) 70 MPH Exposure "C" H= 40' P= (1 31)(1 3)(12 6)(1)= 21 5 psf Seismic factor (For Building) P=(Ca)( I)(Z)(W)/ Rw Rw=5 5 (For attachment) P=tepHCa)(Cp)( Wp) (1 + 3Hx/ Hr) Or ( 0 7) (Ca)(Cp) (Wp) Mm Rp SEISMIC DESIGN DATA( Assumed) Seismic zone 4 Soil profile type Sc (UBC table 16J) Ca= 0 44(Na) Na= 1 2 (UBC Table 16Q) Cv=0 68(Nv) Nv= 1 6 (UBC Table 16S) Seismic source type B (UBC Table 16U) SCOPE OF WORK 1 Mechanical equipment replacement at existing mezzanine 2 Equipment yard screen wall and equipment foundation MATERIALS CONCRETE 3000 psi @ 28 DAYS EQUIPMENT FOUNDATIONS TYPICAL UNO 2500 psi @ 28 DAYS FOR WALKWAY & SLABS ON GRADE STEEL REINFORCING 60000 psi FOR GRADE 60, #4 AND LARGER STRUCTURAL STEELS ASTM A36 (Fy=36 ksi) TYPICAL A-500 FOR TUBE COLUMNS Light Gauge Metal ASTMA33 (Fy=33 ksi) SOIL INFORMATION-- 1000 psf SOIL BEARING WITH NO SOIL REPORT 150 psf per ft SOIL PASSIVE 0 3 FRICTION COEFFICIENT Dahl Taylor & Associates, Inc. 9899 Hibert Street Suite A San Diego, CA 92131-1067 Tel (858) 530-2268 Fax (858) 530-2378 Date July 26. 2005 Job No 304010 By Sheet No PL 2 Georgina Cole Library HVAC upgrade Carlsbad, CA Equipment Yard Foundation design Building Code 2001 CBC Seismic factor (For equipment) P=fap) (CaKCp)f Wp) ( 1+ 3Hx/ Hr) Or ( 0 7) (Ca)(Cp) (Wp) Mm Seismic zone 4 Soil profile type Sc Ca= 0 44(Na) Na= 1 2 EQUIPMENT INFORMATION Equipment Weight (Chiller with piping) =7896+504 =8400 Ibs Size 11 '-0"(l_) x 7'-6" (W) x 7'-0" (H) (C G at 3 5') Try foundation 8'-6" x 12XT x 1 '-6" Thick Fh(mm) = 7(Ca)(lp)(Wp) = 3105 Ibs Govern CG(G)3) i 1 1 r 1 r *Nh / 3'-6" \ 0 -fi * 1 ' n» r-6 Where ap = 1 0, Ca = 0 44(1 2)= 528 hx = 0", hr = 3'-6" (Gen ) Wp = 8400 Ibs (Equipment) Fh (Tank) = (apHCaXlp) (1+ 3hx) Wp = 1478 Ibs Rp hr CHECK SOIL BEARING Vertical Load = P = 8400 + (85x12x1 5){150)= 31,350 Ibs Fh=3105 Ibs (Seismic governs) Ma (Chiller) = Fh(H) = 3105 (5) = 15525 Ibs-ft e = M/P = 15525 / 31350(4 25) = 0 12 ft (Transverse direction is critical case) Dahl Taylor & Associates, Inc. Date July 26.2005 9899 Hibert Street Suite A Job No 3 04 010 San Diego, CA 92131 -1067 - By PL Tel (858)530-2268 Fax (858)530-2378 Sheet No 3~ Georgina Cole Library HVAC upgrade Carlsbad, CA CHECK SOIL BEARING e = M/P=012< L76 Soil Bearing - 31350 (1- 6x0 12/8.5) 12x85 Soil Bearing = 333 psf<1000psf allowable bearing O.K CHECK OVERTURNING OTM =3105(5) =15525 Ibs-ft Resisting moment = 31350(4 25) = 133,238 Ibs-ft Safety Factor of Overturning = 133,238 /15,525 = 9 8 > 1 5 OK CHECK SLIDING Vertical load = 31350 Ibs Friction force = (0 3)(31350) =9405 Ibs Total seismic loads = 3105 Ibs Total resisting capacity = 9405 Ibs Safety factor of sliding = 9405 / 3105 = 3 > 1 5 OK CONCLUSION It is adequate to use footing of 12'-0" long x 8'-6" wide x 18 " thick with 6" " below adjacent grade Footing rebars to be #5 at 10" PC EW at BOT and #4 @ 18" PC EW at TOP Dahl Taylor & Associates, Inc. 9899 Hibert Street Suite A San Diego, CA 921 31 -1067 Tei (858) 530-2268 Fax (858) 530-2378 Date Job No By Sheet No July 26, 2005 304010 PL 4 Georgina Cole Library HVAC upgrade Carlsbad, CA Equipment at existing concrete slab Existing condition Concrete slab for Equipment Room #1 (Mezzanine level) 1 8" CMU wall at First Floor all around 2 7" thick concrete slab 12 ft max span with #5 at 5 5" OC short way #4@15" OC at long way 3 Existing" equipment similar wt as replacement Concrete slab for Equipment Room #1(at Mezzanine level) 4 8" CMU wall at First Floor all around 5 7" thick concrete slab 13 5 ft max span with #5 at 4 75" OC short way #4@15" OC at long way 6 Existing equipment similar wt as replacement New equipment Equipment Room#1(at Mezzanine level) AHU-1 1778 Ibs 7'x8' AHU-2 1626 Ibs 6'x8' Equipment Room#1(at Mezzanine level) AHU-1 1776 Ibs 7'x8' AHU-2 2040 Ibs 8'x8' Existing slab capacity Equipment Room#1(at Mezzanine level) Fc=3000psi fy=60000psi d= 6" b=12" As=0 68 in+2 T=(0 68)(60)= 40 8 kips a=408/(085)(3)(12)=1 4 Mn=(0 9)(40 5)(6-0 7)/12 = 16 1 kip-ft per ft Dah! Taylor & Associates, Inc. 9899 Hibert Street Suite A San Diego, CA 92131-1067 Tel (858) 530-2268 Fax (858) 530-2378 Date Job No By PL Sheet No 5" July 26. 2005 304010 Georgina Cole Library HVAC upgrade Carlsbad, CA Existing slab capacity (Continued) Equipment Room#2(at Mezzanine level) fc=3000psi fy=60000psi d= 6" b=12" As=0783m+2 T=(0 783)(60)= 47 kips a=47/{085)(3)(12)=1 53 Mn=(0 9)(47)(6-0 7)/1 2 = 1 8 45 kip-ft per ft Required slab strength Equipment Room#1(at Mezzanine level) Span-12' use 8 ft wide for checking WuDL=150(7/12)x1 4x8-980 plf Wul_L=(100)(1 7)(8)=1360plf P(equipment)=1 778 -(7x8x1 00)= -3882 Ibs no added super imposed load Mu=(98Q±1360)(12)(12)/8= 53 kips-ftperft <16kips-ft OK 8x1000 Equipment Room#2(at Mezzanine level) Span=135' use 8 ft wide for checking WuDL=1 50(7/1 2)x1 4x8=980 plf WuLL={100)(1 7)(8)=1360plf P(equipment)=2040 -(8x8x1 00)= -4360 Ibs no added super imposed load Mu=(98Q±l360)(l35)(135)/8= 67 kips-ftperft <1845kips-ft OK 8x1000 CONCLUSION NEW EQUIPMENT ARE ADEQUATE TO PLACE THE EXISTING MESSANINE CONCRETE SLAB Dahl Taylor & Associates, Inc. 9899 Hibert Street Suite A San Diego, CA 921 31 -1 067 Tel (858) 530-2268 Fax (858) 530-2378 Date Job No By Sheet No July 26, 2005 304010 PL 6 Georgina Cole Library HVAC upgrade Carlsbad, CA • EQUIPMENT YARD SCREEN WALL DESIGN Design concept 1 Remove all existing wall 2. Add steel posts Ts4x4x3/8 8 ft height at 4'-0" OC 3. Design posts as free standing light pole with 3'-6" pier footing 4. All posts are tie together with Tx4x4x1/4 at top and bottom(12" from grade) 5. Wind load is governing case 6. Wall with light weight metal stud and panel or plaster at out side 7. Some section of wall to use light gauge louver in lieu of metal studs Wind load p=(! 3)(1 05)(126)(1)= 172 psf Wind load governs Seismic = (07)(044)(1 2}( 20)=7 5 psf Fh 3' 3' 12" Fh-6(4)(172}-412 Ibs A= (234H4121 =22 250(3 5)(1 5)/3 L=A_(1 + H+436XH 2 A 1/2 t- 45' Where H=4ft USE 18" dia. Pier with 4'-6" embedment Pipe is pre-embedded when pouring concrete Dahl Taylor & Associates, Inc. Date July 26.2005 9899 Hibert Street Suite A Job No 304010 San Diego, CA 92131 -1067 By PL Tel (858) 530-2268 Fax (858) 530-2378 Sheet No 7 Georgina Cole Library HVAC upgrade Carlsbad, CA PPE SUPPORT DESIGN Design concept 1 New two 4" dia Pipes to be supported by existing metal stud wall 2 Pipe wt 16 Jbs per ft filled with water supported at 48" OC 3 Existing studs to be 3-5/8" metal studs 20 ga At 16" OC 4 Pipe wt at support 16 4 plfx4= 66 Ibs existing capacity 2182 Ibs per stud at 9 ft height >» 66 Ibs It is adequate to carry two additional pipes si1 °f^-^® ©0©©© © © Q:£> -4-v- ° 3$ |p|p|S|p sSpls ~Q "^i^^i 1 s^ri^iis?^i i^lfl Is liC| CIS iSml ;;ii • * * m i§ K Isn 3 S .?15 om Q © © Q 0 Si -s 00 TITLE 24 REPORT Title 24 Report for: GEORGINA COLE LIBRARY HVAC REPLACEMENT 1250 CARLSBAD VILLAGE DRIVE CARLSBAD, CA 92008 Project Designer: ROLANDO GENIZA 9899 HILBERT ST , SUITE A SAN DIEGO, CA 92131 (858) 530-2268 Report Prepared By: ISMAEL HERNANDEZ DAHL, TAYLOR & ASSOCIATES, INC 2960 DAIMLER ST. SANTA ANA, CA 92705 (949) 756-8654 Job Number: 304.010 Date: 7/29/2005 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 2001 Building Energy Efficiency Standards This program developed by EnergySoft, LLC (415) 897-6400 EnergyPro 3 1 By EnergySoft Job Number 304010 User Number 3175 5 £ ^ -^f &->-J ^ ^^ ^ ~h> *-0 "^ \f>b v \ f Q r ^ ^f— / ^ t^ r ^ ^^r- ^^i 0^ e?^r^ ss-< >w5-H < M 5, VI5Sog