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Home My WebLink About2285 RUTHERFORD RD; ; CB960040; Permit\ ~~~' B U I L D I N G P E R M I T Permit No: CB960040 Project No: A9600073 Development No: 02/07/9h 13: 06 Page 1 of 1 Job Address: 2285 RUTHERFORD RD Permit Type: INDUSTRIAL TENANT Parcel No: 212-062-08-00 Valuation: 14,638 IMPROVEMENT I Suite: \ Lot#: Occupancy Group: Reference#: De~cription: ENLARGE EXISTING COMPUTER : ROOM 619 CITY OF CARLSBAD Construction Type: · Status: Applied: Apr/Issue: Entered By: 452-3188 VN ISSUED 01/09/96 02/07/96 MDP 5929 02/07/96 000.1 Ol C-PRMT 249,e{JO 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-il61 r• I t/1-¾ ?;7~ . PERMIT APPIJCATION '~, . City of Carlsbad Buildfng.Department 2075 Las Palmas Dr •• Carlsbad, CA 92009 (619) 438-1161 i. PERMi'r 'IYPE Fro!Jl Llst 1 (see back) give code of Permit-Type: ___ C.._T_...__+/ _____ _ For 'Residential Projects Only: From Llst 2 (see back) give Code of Structure-Type: _____________________ _ Net Loss/Gain of Dwelling Units _________________ _ PLAN CHECK NO • 5430 01/09/96 0001 01 C-PRMT 02 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address ;2."2 8 e5 DESCRIPTION OF WORK f;;N~-!S . SQ. FI'. S(b '3. # e>F STORIES # OF BEI:>ROOMS # OF BATHROOMS ;{. WN IACI PERSON (If durerent from apphcanO NAME (last.name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE S. PROPER'IY oWNmt . NAME (lastnamefirst) ~ Qct..F" ADDRESS ;2.?-tJS ~ t2-D. 6. ~1~ STATE oA. ,ZIP CODE 1~ DAY TELEPHONE. 43 ( ~, 11 I NAME (last name first) ~~ 4' f20~ ADDRESS t061.0 ~O'Sf:ft;,IA ~ CITY VL<S~ STATEcA • ZIPCODE c:{'2-0!)3,DAYTELEPHONE 'SciB-7&£4 B cITY BusINEss IJc. # 1 l '1 5S,5 3 CLAss t CITY~ ast name 1rst 'SM tt1d '[.)F-..,.-N~I~ 0~ STATE u4,--/ ZIP CODE 53:SS"'f1(~ ~-Fl,~ 7:J;J DAY TELEPHONi,4'52 -sl TATE UC.# - Workers' Compensation Declaration: I hereby afhrm that I have a certificate of consent to self-msure issued by the D1rector of Industnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insµrer; or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY . POIJCY NO. . . EXPIRATION DATE . Ceruhcate of Exemption: I certlty ,that m the performance of the work for which this permit 1s issued, I shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. oWNER-BOMml DECLARATION D D D uwner-1muaer vec1arat1on: I hereby athrm that I am exempt from the ContractoPs Llcense Law for thefoilowmg reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or om~red for sale (Sec. 7044, Business and Professions Code: The Contractor's Llcense Law,does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to construct the.project (Sec. 7044, BusiQes~ and Professions Code: The Contractor's Llcense 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 Llcense Law). I am exempt under Section _______ Business and Professions Code for this reason: (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 (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE 'fills SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? . DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES ONO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES D NO IF ANY OF TIIE ANSWERS ARE YFS, A FINAL CERTIFICATE OF CXDJPANCY MAYNOf BE ISSUED AFI'ER JULY 1, 1989 UNLESS TIIE APPIJCANT Iru MET OR IS MEETING TIIE REQU1REMENTS OF TIIE OFFICE OF EMERGENCY SERVIcis AND TIIE AIR POllUTION OON'IROL DISllUCT. 9. OONslROCIIDN l..RNDING AGRNCY . - I hereby afhrm that there 1s a construction lendmg agency for the performance of the work.for which this permit 1s 1~ued (Sec 3097{1) C1V1i Code). LENDER'S NAME LENDER'S ADDRESS 10. .APPDCAN I CRR:l1F:R.Xl10N I certify that I have read the application and state that the above mformation 1s correct. 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 AI.SQ AGREE 1U SAVE'INDEMNIFY AND KEEP HARMLESS TIIE CITY OF CARISBAD AGAINSf ALL IJABIIITIES, JUDGMENTS, OOSTS AND EXPENSES WHICH MAY IN ANY WAY ACDlUE AGAINSf SAID CITY IN OONSEQUENCE OF TiiE GRANTING OF TIIIS PERMIT. OSHA: An OSHA permit is required for excav Expiration. Every permit issued by the B building or work authorized by such such permit is suspended or aband APPIJCANTS SIGNATURE " deep and demolition or construction of structures over 3 stories in height. CITY OF CARLSBAD INSPECTION REQUEST PEmI,T#· tB960.040 FOR 04/29/96 DESCRIPTION: ENLARGE EXISTING COMPUTER ROOM TYPE: ITJ; JOB ADDRESS: . 2·2as RUTHERFORD RD APPLICANT: LANGAN, MARK CONTRACTOR: OWNER:· REl-1ARI{S: MW/PETE/431-5415 SPECIAL INSTRUCT: PM -PLS TOTAL TIME.: --RELATED PERMITS--PERMIT# SE:890127 WDP02041 SE910099 C0920013 CB91165'3 SE910100 SE920001 SE920014 C0920088 AS920050 SE920053 FA920006 AS93·0043 CB93-0715 SE930060 AS930056 AS9300ql AS930070 US930027 FS950007 o:µp,9.4 2 oo OLP94201 AS940050 FAD94024 CB941573 SE940087 A$940080 CB94165.4 US95.0010 FS9.50012 US950022 CB951389 AS95()071 US950045 TYPE swow WOP swow CQFO MECH swow swow swow COFO AS!i'I swow FALARM ASTI ITI swow -ASTI ASc· A$.TI HMP fIXSYS. OLP OLP ASTI FADD I'l'I SWCI AS.TI ITI TU FIXSY.S TU INDUST ASTI TU PHONE: PHONE: PHONE.: STATUS ISSUED ISSUED ISSUED- ;J;SSUED EXPIRED ISSUED ISSUED 'ISSUED ISSUED ISSUED ISSUE-D ISSUED ISSUED EXPI~D ISSUED ISSUED ISSUED ;ISSUED J;SSOED ISSUED ISSUED ISSUED ISSUED ISSUED :J:SSUED ISSUED ISSUED ~$SUED ISSUED I~SUED ISSUED ISSUE-D ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS INSPECTOR AREA TP PLANCK# CB960040 OCC GRP CONSTR. TYPE VN LOT: 19 ST Final structural 29 PL Final Plumbing 39 EL Final Elec.trical 49 ME Final Mecha-nical A/J ___ ____,....__,_ _____ _ E------------,-----------------------------------,.,------ 0·4/30/9.6 · INSPECTION HISTORY LISTING· .... ~ FOR PE~IT# C,B960040 ~.- -DATE INSPECTION 'TYPE INSP ACT COMMENTS 04/29/96 Final Combo RI R)'. MW/PETE/431-5415 04/29/96 Fi-na-1 Combo TP AP 04/25/96 Frame/Steel/Bolting/We! TP AP COMP RM 04/25/'96 Rough Elect:ric 'RI R:X: MW/PETE/431-6415 04/25/96 Rough Electric TP AP COMP RM. PANELS, EQPT 04/25/96 Rough/Ducts/Dampers TP PI COMP RM 04/03/96 Frame/Steel/Bolting/We! RI RI. MW/PETE/431-5415 04/03/96 F+ame/Steel/Bolting/Wel TP AP 04/0~/96 Rough Electric RI RI MW/PETE/43.1-5415 04/03/96 Rough Electric TP AP WALLS H;[T <RETURN> TO CONTINUE~ • .- FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERIN~ PLANNI-NG U/M PLAN CHECK#: CB960040 PERMIT#: CB960040 PROJECT NAME:. ENLARG~ E~IS'J,'ING COMPUTER ROOM WATER DATE: 04/29/96 PERMIT TYPE: ITI ADDRESS-: 2285 RUTHERFORD RD CONTACT P~RSON/l>HONE#: MW/PETE/431-5415 SEWER DIST: CA WATER DIST: CA ij~t[E~~[E~ · ~ APR 2 9 1996 ~ I By ----.-~------. ---·-------------------------------' ------------------·------ INSPEC~D6~ PA'rE J/)?c;/?Jt BY: .. , 'fdcl-INSPECTED: APPROVED_}.(_ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ---.------------·------.. -----, ------------------------------------=---==--== _COMMENTS: DATE: ·JAN 26, 1996 JURISDICTION: CARLSBAD PLAN CHECK NO.: 96-40 EsGII Corporation Profe.ssiona{ PCan ~view 'Engineers SET: II PROJECT ADDRESS: 2285 RUTHERFORD ROAD PROJECT NAME: T.I. O FILE C8:J 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********** 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. 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: C8:] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone#: D REMARKS: By: ALI SADRE:-:-Enclosures: Esgil Corporation D GA DCM D GP D PC LOG trnsmtl.dot .... . .. 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ... :.-.:-.- DATE: JAN 18, 1996 JURISD!CTION: CARLSBAD PLAN CHECK NO.: 96-40 EsGil Corporation Professiona{ PCan ~view 'Engineers SET:I PROJECT ADDRESS: 2285 RUTHERFORD ROAD PROJECT NAME: T.I. D FILE NT D FIRE EVIEWER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. See below D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant · contact person. [g] The applicant's copy of the check list has been sent to: MARK LANGAN C/O SMITH AIA 5355 MIRA SORRENTO PLACE, # 750, SAN DIEGO, CA 92121 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Telephone #: [g] REMARKS: Show a blocking at the top of partition detail 2/A-3 at the lower ceiling line. Specify on details 2 & 4/A-3, verify one hour ceiling as~emblies at lower ceiling line. Specify this project complies with 1994 USC, UMC, UPC, 1993 NEC & T-24. See attached for P/M/E items. By: ALI SADRE Esgil Corporation ~ GA D CM D GP D PC 1/11 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 + . PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 96-40 + PLAN REVIEWER: Glen Adamek DATE: 1/18/96 SET: I • MECHANICAL (1994 UNIFORM MECHANICAL CODE) I. Detail ladder access to roof mounted HVAC equipment. UMC, Section 321.8 II. Detail disposal site of main condensate drainage from air conditioning units. UMC, Section 3t0 • ENERGY CONSERVATION NOTE: Plans submitted after July 1, 1995 must comply with the new energy standards. Ill. Provide complete energy designs for the proposed changes in mechanical systems. Provide the completed MECH-1, MECH-2, MECH-3, and MECH-4 forms showing mechanical energy compliance. IV. · The completed and signed MECH-1 parts 1, 2, and 3 forms must be imprinted on the plans. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: SAORE PLAN CHECK NO:: 96-40 DATE: 1/18 BUILDING ADDRESS: 2285 RUTHERFORD ROAD BUILDING OCCUPANCY: B-2 BUILDING PORTION BUILDING ARE/\ 11 (sq. ft.) REMODEL 563 26 -- Air Conditioning Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: TYPE OF CONSTRUCTION: Ill-1 HR/SPR VALUATION MULTIPLIER ' - VALUE 14,638 14,638 $ 162.00 $ 105.30 ($) Sheet 1 of 1 valuefee.dot PLANNING/ENGINEERING· APPROVALS) PERMIT NUMBER CB 9 ~ /JO 4-o OATE_/_-_c:R._4_9_{::, __ _ AooRessdd.tS &~a pc/ RESIDENTIAL RESI.DENTIAL ADOITION MINOA ( < $10.,000.00, TENANT IMPROVEMENT PLAZA CAMINO REAL VILLAGE FAIRE . · COMPLETE OFFICE BUILDING PLANNER ____________ CATE ______ _ .ENGINEE@, fflJ~ ' C;\WP!i 1 \FILES\BLOG·.FRM Rev 11 /15/90 ., ., ., ... ... ... fl fl fl Q Q Q ~ I I ~ ~ ~ .. ~-; ,. ~ ~ ~ u u i ., ., .c .c .c u u u C C .! .! fl -Q. Q. Q. PLANNING CHECKUST Plan Check No.Cl> r,i-a;v o Address 220> Y?:Htl't!?J?.le@. Planner l/1:i,J W0" . Phone. 438-1161 ext. L/"3. c.J (Name) APN:. 2-!Z -Q6(-I 0 Type of Project and Use //IJD111rr r.P· Zone C<M Facilities Management Zone. "tt-..C CFD.(i~# . . ~ (If property m, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) I&gend CZI Item Complete D Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified ~ D Environmental Review Required: YES_ N06 1YPE __ _ DATE OF COMPLETION: ____________________ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval------------------------------- ~ 0 Discretionary Action Required: YES _ NO 6._ 1YPE __ _ APPROVAL/RESO. NO. ___ . DATE: _____ _ PROJECT' NO. ___ _ OTHER REt.ATED CASES: -----------------------,- , .. Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval_, -------------------------- ~ 0 · c.alifornia ~ Commission Permit Required.: YES _ NO~ DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 . (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____________________ _ '\ f C1Y[] D InclusioJUIIY Housing Fee required: YES _ NO 6.._ (Effective date of Inclusionary Housing Ordinance -May 21, 1993.) Site Plan: ~DD Zoning: 1. 2. 1. 2. 3. 4. 0 0 0 Additional Comments Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines.. Provide legal description of property, and assessor's parcel number. Setbacks: Front: Required Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required Shown Guest Spaces Required Shown ------------------------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ...... /-Ji _____ 6-_0 ....... ~_ PLNCK.FRM City of .Carlsbad -96002 · · ' · · Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date .of Report: Wednesday, January 17, 1996 Contact Name Dennie Smith Address 5355 Mira Sorrento Pl Ste 750 City, State San Diego CA 92121 Bldg. Dept No. 96-0040 Planning No. Job Name _c-'-_a_lla_w_a-=--y_G_olf-'-_ -~-------~--'----'- Job Address 2285 Rutherford Reviewed by: L!. ~ K) c'LL~ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted .for review has been approved. The approval is based on plans; information and/or $pacifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. · For Fire Depattment Use Only Review 1st._-,,--_ 2nd __ _ 3rd. __ _ Other Agency ID CFD Job# . 96002 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ,--- 1 CERTIFICATE OF COMPLIANCE Part1012 ENV-1 PROJECT NAME BUILDING CONDITIONED FLOOR AREA --,9t, 5'. ~uilolNG TYPE ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL./MOTEL GUEST ROOM PHASE'OF CONSTRUC110N D NEW CONSTRUCTION D ADDITION j;8l ALTERATION D UNCON_DITIONED (File Affidavit) IIElliOD OF ENVELOPE. D COMPONENT COMPLIANCE D OVERALL ENVELOPE D PERFORMANCE STATEMENT OF COMPLIANCE This Certificate-of Complianc~ l~ts the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the propos~ building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope · requirements contained In sections 11 O, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. Please check one: D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the per:son responsible for its preparation; and that I am a civil e~gineer or ~rchitect. .- . . D I affirm that I am eligible under the exemption to Division 3 of the 13uslness and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing document$ for work that I have contracted-to perform. D I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section __ _ of the ______________ Code to sign this document as the person responsible for its preparation; and for the following reason: ______________________ _ UC.NO. DATE Indicate location on plans of Note BlockforMandatory Measures. INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards colll)liance forms, please refer to the Nonresidential Manual published by the California Energy Commission. · ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope COOl)liance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. °'1o«nb«'1991 r··. CERTIFICATE OF COMPLIANCE Part 1 ota MECH-1 PROJECT NAME tAU-AJJA. f,,. PROJECT ADDRESS DOCUMENTATION AUTHOR l,J,A..i.,.S BUILDING TYPE ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION ,D:gj ALTERATION METHOD OF MECHANICAL '·,~ PRESCRIPTIVE COMPLIANCE D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE '-D PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other COnl)llance forms and worksheets, with the specifications, and with any other . calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 11Othrough 115, 120through 124,140 through 142,144 and 145. Please check one: f2I. I hereby affirm that I am eligible under the provisions of Division 3 ·of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. O I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for Its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. · D I affirm that I am eligible under the exemption to Div of the _______________ ___,,.,."" preparation; and for the followlng reason: · tndicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For·detailed instructions on the use· of this and all Energy Efficiency Standards corrpliance forms, please refer to the Nonresidential . Manual published by the carrfomia Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. · MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical corrpliance. MECH-3 and MECH-4: Required for all submittals. Dec«nb8r1991 CERTIFICATE OF COMPLIANCE Part201a MECH-1 I PROJECT NAME t&LAOO -tQt1PLl1Ef. grt. SYSTEM FEATURES .... lsvs_TE_M NAII_E_· -~--__,1 ...... l _ ... tl ..... e-__._l __ __,I I MECHANICAL SYSTEMS I ..... I _______ ! ~ TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? ' SiMULTANEOUS HEAT/COOL? HEAT ANO COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP, TYPE I HIGH EFFIC.? I· I MAKE ANO MODEL NUMBER , COOLING EQUlr. TYPE 1 · HIGH EFFIC.? I I MAKE.~DMODELNUMBER r ' I c~ TABLES: Ena 00Cl8 from table~ Into columns aboVe. I HEAT PUMP THERMOSTAT? TIME CONTROL 5':TBACK CTRL ISOLATION ZONES FAN CONTROL S:Prog.SWHch H:Heatlng Enler number of I: Inlet Vml8S ELECTRIC HEAT? 0: Occ:upancy Sensor C: Cooling bolalion Zones. P: Variable Pilch M: Manual Tll'll8I' B: Both V:VFD VAVIIINIIUM POSIT10N CONTROL? Y:Yes 0: Other N:No SIMULTANEOUS HEATICOOL? VENTlLATION OUTOqOR DAMPER · ECONOMIZER O.A.CFM HEAT AND COOL SUPPLY RESET? B:AJrBala!'lce kAulo k /tJr Enter Outdoor AA C: Outside AJr Cert G: Gravity W:WaJBr CFM. HIGH EFFICIENCY? M: out AJr Measure N: Not Required Nola: This shall be no D: Demand Conlrol less 1han Counn G a, N: Naiural MEC~. \.: ( ,..-.... CERTIFICATE OF COMPLIANCE Part3ot3 MECH-1 DUCT INSULATION SYSTI:M NAME HP--1 OUCTTAPE DUCT LOCATION ALLOWED? (Roof, Plenum, etc.) Y N D~ D·!Zl DD DD DD DD DD DD DD DD DD DD ·DD DUCT INSULATION A-VALUE Z. I "2 I I (.-.....__,___,____, ...._ ___ ~ D D fr::r:;:~t;•'.:~'.:'.=·? :::.: .. : .. :r.t:.1.i::E.: )·····•=:?\~~~~::£ ,-..... t, : ,.,,.. ,, PIPE INSULATION 1 SYSTEM NAME PIPE TYPE (SUpply, Retum, etc.) tJA INSULATION . REQUIRED? y N DD DD DD DD DD DD DD DD DD ~:.:3\;:1:· ..• •>:ii, .. :_:.::~+:•::::-:-~:~<: :t:§~:}:;;·~·~:ti' ::~.:::-:~~:; .. ;.:.\;~. :.:~.-:..; .... :.~.: .•.. :. MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME SYSTEM NAME I NOTE: Provide one copy of this fonn for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION : 1. DESIGN C9NDmONS: -OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2.SIZING: • VENTILATION LOAD l 00 I TOTAL CFM (From MECH-4) • ENVELOPE LOAD -LIGHTING WATTS/SF -PEOPLE # OF PEOPLE (From MECH-4) • MISC. EQUIPMENT -OTHER ·OTHER 3. SELECTION: A. SAFETYIWARMUP FACTOR __ ....__ WATTS/SF B. MAXMUM ADJUSTED LOAD (Totals from abow X Safety/lNarmup Factor) C. INSTALLED EQUIPMENT CAPACl.TY IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN 6<.JSTI FAN POWER CONSUMPTION •' DESIGN EFFICIENCY FAN DESCRIPTION BRAKEHP MOTOR DRIVE t--4A --' 2.c:; .. NUMBER OF FANS DATE 1·8 .. C\5 FLOOR AREA _c_OOL_IN_G_ I ";~ I -,o N A ' I -~· l . 0, ,.)\( .7 KBtu / Hr KBlu / Hr [El' PEAKWATTS CFII Bx Ex746/(Cx D) (Supply Fans) TE: Include ody fan sys18ms ~ 25 HP (see §14'4). TOTALS II'-__ _. Totai Fan Sysl8m Power Demand may not 8XCMd 0.8 Watts/CFM foe constalt voune ayatems or 1.25 Watts/CFM for VAY systems. TOTAL FAN SYSTEM I POWER DEMAND . WATTS/ CFU -Col-. F_/_Col_. G_. ~1SJ91 -""""''' -~ . ' MECHANICAL EQUIPMENT SUMMARY MECH-3 --1 rROJECT NAME . tALLA.IJA1'., le>Mhl1'"£t &t1, COOLING EQUIPMENT SYSTEM IIAKEAND DESIGN OUTPUT RATED EFFICIENCY ECONOMIZER NAME MODEL NO. (BTU/HR) DESIGNCFM UNITS ,ALLOWED PROPOSED I y I N I I-IP-I ~l}~roq t.7.c; Z.i~ ~f::Et. q .c=:t 10,0 0~ DD DD DD DD DD DD DD DD DD DD DD DD ( DO DD HEATING EQUIPMENT SVSTI:11 MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BTU/HR) UNITS ALLOWED PROPOSED ~P-1 UJt.>()n~ -<FEE t1 ... 1 HSPf ,.s 6 .Pi .. r , Nonreslden6a/_ Complianctl Form °'1ctlmbBl'1991 MECHANICAL VENTILATION MECH-4 IDATE 1--a -'?ts I NOTE: Provide one CiOpy of this fonn tor each mechanical system. MECHANICAL VENTILATION IHI [O ' , Q] . AREABA!?IS OCCUPANCY BASIS REC'D • VAY MINIMUM CFII CONO. CFM MIN. SPACE AREA CFM NO. (SF) PER SF (BX Cl NO. MIN. OF CFM PEOPLE (EX 15) O.A. (MAX.OF DORF) DESIGN SUPPLY CFII LARGEST DESIGN MIN. MIN. ci=M CfM I ~49 . 15· A2 I I c:; ,Q? 100 NI\ NA. 1 ' .. TOTALS (FOR MECH-2) ______ II._____. Based on Expected Number of Oocupants or at least 50% ofChaptsr 33 UBC Occupant Density. , I Minimum Ventilation Rata per Section 2-5321, Table 2-53F. Must be geatar than or equal to G, or use Transfer /Jr. , If ZQOe reheat or reoool is used, I must be less than or equal lo H X 0.3,.or less than or equal lo BX 0.4, or less than or equal to 300 CFM, whlchewr Is larger. QJ Must be less than or equal lo I (If applicable), but no less than G, unless Transfer Afr (K) Is used. [Kl Must be geater than or equal ID (G • H), and, tor VAV, s,eatsr than or equal to (G • J). TRANS- FER AIR ~ DiK»t'nb«'1991 , ,_,,;,, ____ ) . Q\\aU,'l/.,. -GOLF . December 11, 1995 City of Carlsbad 2075 Las Palm.as Drive Carlsbad, CA 92009 Dear Sir or Madam: Please accept this letter as verification that the second floor data room of our building at 2285 Rutherford Road is a computer and telephone equipment room only and will not be used as occupied space. S,mc~w ~dS.Merk Vice President, Operations & Planning RSM:dab 2285 Rutherford Road • Carlsbad, CA 92008-8815 Telephone: (619) 931-1771 • Executive FAX: (619) 929-8120 'INDUSTRIAL WASTE DISCHARGE PERMIT .... APP~ICATf ON -.~ ;;._ : .. ' . .·,: ··.· ... : . ,.,, ' .. BUSINESS NAME_G__,, _ _,_;A4.-______ L,A___,.~_..._-~..___QOl....,·__..,._~...__-_____________ _ . . . . SITE ADDRESS _ _.._·£285: ___ ---'------1-·#?t-· -~....__._ ........... ...__._ ____ E-1-~--------------------- _CONTACT PERSON (at bu.sines~)_:rtJM ____ --M-· ,_Aet_--__ 1/f;::. _________________ _ PHONE NUMSER • .. · ·: .-; . -··= ..... Typa of Business (cheqk· all that apply) 0 • 40 o • ' • •• ~ .-• ·· .... · D Photo Lab· D Retail - D Service Station Dwaretiouse D Other ------- • • •· j,: ·o~scRIBE sus1NES~ ACTIVl"fY:· (=ia-F" ci.us· ~~Y _/Cf?E/.C4=; • I vo&i@~ 7' ~-#:¥<lie• diLt w ttfF -rfBis. C4¥¥S ,,· ~ -.... · . --. : ... ~ -GENERAL DESCRIPTION _QF. -ONSITE WASTEWATER PROCE$SING: (chemical & physical char~cteristlcs)_ . . . . . . ' • -• ~ • • ·-·· • • • 1 • • • • • , ~ • ;; Is·-b·usiness presently In operation at site? ~YES: D. NO . . . . . . . . . ~ ~~s Wast~water Dis~harge Permit been applied for through the Encina Wat_er Authority? D YES ~NO . ' • . ' .. --!" ~~-. ' ' ~ ... ;\ppllcant'sNpme :f-11<~ l...AN-~--·_·-_ _--·:·:r1t1e ~ Phone 4g.-3[8t? -· --. Please Print -. .. . . . _ '.-Signature of City. Representative ·. D·EXEMPT 0 NOT EXEMPT :,,: .. ·· _ Data forwarded to Encina _____ __._ __ _ :{i.,. ~-.""--,__ - Date ___________ _ ' \ . ' ·.~ ) . . . _!,• ·' ,, ' ·~: . \. i ' ;' ·~:~. ! J'···· ,li :jl ·,I j'. ',• '• , .. 'I r: ,· ·-=~~ ,, ·;~ .. :, ' ... Carlsbad ,.-... , ,. INDUSTRIAL WASTE PERMIT .APPLICATION Sectj.on 13.16 of the Carlsbad Municipal Code requires all persons discharging industrial waste into the sewer system to apply for an··Indu$t?ofal W~te Pemtlt. All process wastewater must meet the industrial waste discharge standards as set forth in the Pretreatment Ordinance adopted by th¢ Encina Wastewater Authority April .25~ 1990. The· application must b·e co111pleted and returned to the Engineering Department ·pnor to building perµut issuance. An mcomplete ·application rnc;ty· delay·-approval of your building plans. · · The co'mpleted application will be reviewed and forwarded to the Enema Wastewater Authority and,, if necessary to the San Diego Cdunty Department of:Publ.fo Works for.further evaluation .. ·At this time a determihatfon will be made as t~ whether _further U7-Vestigation will be required. If pretreatment . is required,··.a..W.astewatet Discharge Permit application· will be issued by ei!4e~ staff at Encina 9r ¢e Engineering DepartnJ.ent planchecker. Please call the Carlsbad Municipal Water District at 438-2722, extension 153, or the En~ma-Wastewater Authority at ·43g.394i, extension 3713 if you need · further ~otmation about this pennit~ · . Copi_es of the ~ew¢r Ordinance and the Pretreatment Ordinance are avail~le upon request. Questions tegarding fees for the Wastewater Disch~ge Permit should be directed to the Carlsbad Water District at 438-272°2. ~ ...... . . ~ There is no fee fo~ the initial rn"dustrial Waste Permit applicatio~ required at this time. Please return the completed application to the Carlsbad Municipal W~ter District at 5950 El Camino Real. ; -~ . . ., 2075 Las Pal mas nr ... Car,i:-il-y:,,-1 r. 0 Cl?nno ... C:7~ • f~ .. C,' ... ,::,,;:, .,., :.-·---~ ,, r ........ ' • ,,.. ... ... ..... ' ./;; <. ~ •p' . ' ~e'~_ . ~ ·.J-. -.. .. .. ,., · .. :~ .. -.. ~ I • • -i~''-1!. PRIME. STRUCTURAL ENGINEERS 2614 Gianelli Lane·.. · ... -:,.. · .::-·-· ·, : Escondido, California 92025 . Tel (619}' 7~6:-4611 STRUCTURAL CALCULATIONS r~-l/60 : ·. . 2.. ' ., r '< f~~ f ! . ( \ ~==================:;::===::::;;:=t3-.:__--;-~-_,,w, _.2_A_><:_-G_.f. __ =~ ~ _L __ ···-----··--··-I-£o' . . ·~ ---v i i 1.-,:_ ~l~T ! ' ! /-<.lo,_ .,,. l ' : .rl--DC!Q. :Cc,r-5c . ;PL-wO 1 . ,,... \,.., C-EiL1,J~ f'Rf\1'-l 1N'i )h1 ~ ' ..: .:, .,.. ~ ~ ~ fj • I ~ __ tu .• .I. I,'-- I$, 'B i,3 <e.<- 2 ,5 L:.o . . " I :o 4 ; t\.\ $ C. • : / 'l,.o ·---. . --. -... ---~---'-'--,..--,-----'--i I . /+ CcMflJrfl\ fi.oo/(, l+.CA~,5-. . tS,Q. · f-;.F lb( , . ~ Cf,S . "' "'2.,5. 4 i+ AopA L-c..e:11.,.1<; /,0 <-t 4t,o 'Ze·,O Yi L.1.. ( LJ,Jo<:cuf,£0 ~PACE:. ) ' / ,' : .. -. ~ ..... '""!,.", ,,, :::_ .... ' -~ I i ·aUct_k)o.r-P.'-1.,+t.ev~ ;--.- ! ) ("''-shvi-v -:r°'~+.::; Z<>~!-$S-6 ~: i .. ~ ' M V ;T.JL ss f' P~t°"<) "'2:!.c.o l ,:r 1. ;s c.. 1:5120 '2-71·0 f ·-r :f1 . ?~€. l?/Zo '2';,~o : ........ 6 l:J":t i:_;..-e. ;>_ 1.51-io 1.490. '. • t l i' ! -i-:;-·:. __ QI .._ Co o.c... E:I - :2-0,~ ~ 10 ~ '2-0 70 l,-\ '2o1,~ "' '2-.:)1_Go:, ff L.l I SC:, l:,o /~G, ,s, A PRIME JOB 9;; .. - $~ STRUCTURAL DATE 12 21> .C:''=. ENGINEERS SHT~ ·TL ·-------···· :35·, '22 .3, •Q.:-I·...)_--.,,. 2/G:, , ' :.ri. -.- {t. ;=-1;4 = '2-~~ ! . .• ?51-7 .35~ ,'235 ."2.3'.5 ---------·-. PRIME JOS ~,;-. · · STRUCTURAL DATE /2/7-o ENGINEERS sm--3_ P:::=======' ·==i ==l ===l ===l ===i J-IL,< '> J.. 1'3,(, 7 r, i.4 .. . -··· .. I , to.~ ,~· .... ·-'--- /'7--------"' z.~ t .:;,P~ r i.-f't. r '2, l i.~s j z.~, l ! :: 'I l :1 •i ., I s~ . .-~ c..oMP. 0_01 PJ1. Jo1->r C(<'. :I . : : ',1 <,:~-c: ,,. ~~.,p ..... -'-"~ t-u,~\ . ! :I :1 'ti,;~: . ~--::j{i; .• -.·:v .... :·)}E-'· ' :-~~l;;'·~·: ~~~~~.:: \i~t··. ' _-;. '. ~-SPAN LENGTH = 23'._oo ft .· .;_: ·. (Silple Sp~n)·_ . ,:.: . .. ,.--U'iUFORij _LOADS ·ck/ft&. ft) .< (.:. ·'·vd . · . .-vi ·.. , X1. ·. · .~.-o;os1 0.021 o.oo . : .. _: . . ~-,- ·x2-. ; 23.00 · .. I I• ., ... -. ,,_•,. _;: . ·:.: ·i . : (6,6'0)s0p10.00h12v0s0b3T );'..¥01tff .LOADS . !L1t<tt> · : ,• .·.:_ ·:_.i: ... f I :·~ ·•.. ' •. ; ,• • • • • : /::;? ·, Pd · · ·i>1 • ·' · · x' ::~f: 0 355~ :.o 000 ·:· .. 11.50 :,;.~ ;, ·0:35{. 0:.000.: .. 13.-60 ···:>.ii::} {t ... ·.··,·:t,: ·,/\.· . --~-~: ::-~--.~ ... / r - · .. , , ._ o.235 0 •. 000 r 1s.oo ~-·-! ., ... . :t . <,: 0.235 0.000 17.00 ' , . ' " . . . ~ -. . : . . . . • ·, REACTIONS (k). _ . LOAD .. Dead . : ;:uve Total LEFT 1.052 0,311 1.363 liAXIi!Uli FORCES- V max = 1.61 k @ Vd ;ax= 1.30 k @ M max = 10.59 kft@ l'!d max= 8.85 kft@ DEFLECTIONS {EI = kin···z) LOAD De.fl (inl fotal '358860/EI Live 170003/EI Dead · 788130/EI TOTAL Def! El L 1 tao 625344 L / 240 833792 L / 360 1250688 . LIVE Def! ·. EI L / 240· 147829 L / 360 221744 ~ I 480 295658 RIGHT 1.301 . , 0.310 ::·· i 1.611 .. 23.00 ft 23.09 ft 12.92 ft 13.60 ft X {ft) 11.78 11.50 miilspan I j_;-· ~ '• ~· ~ ' -< '2-,4·io <. i.; ,1-i-o . ' .... ~ .............. ,.~" ~--·~1,..~--· . ,-------···-·--- /\ Pr~lM~ .::J~ /. ·<!, STRUCTURAL O:.i:~ f.,;:;;.,,._ ENGINEERS SHT~ D\.,Z. ,·._ .. . ..,. • ... •. ,1-_, ·C . .,··. ·' J2. . .. · · .. :s0B14/22/95 . : 95-260. s1p12v1 s0b414BTBEAl1 ANALYSIS PR06.RAffs1p9•/1sOb414BT (6,60)s0p10.00h12v0s0b3T ' : ' ·~ .. SPAN LENGTH = 23,00 ft . CSiaple Span) UNIFORM LOADS (k/ft & ft) vd lil X1 X2 · 0,055 . 0,027 o.oo 23,00 POINT LOADS ( k & f~) Pd Pl X . 0.235 0,000 12.00 0.235 ~ .0.000 14.25 0.235 0.000 . 16.50 o. 100 .. o. 000 · 20.50 0.084 0,000 1.50 REACTIONS (k) LOAD LEFT RISHT Dead· 0.990 1.164 Live 0,310 0.311 Total 1.301 1.474 ' .. MAXIKUK F'ORCES V 11ax = 1.47 k @ 23.00 ft Vd ma~= 1. 16 k @ 23.00 ft M max = 8,82 kft@ 12.00 ft < 15 •l'Zo Md max= 7.04 kft @ 12.20 ft -. ' DEFLECTIONS (EI= kin"2) LOAD Defl (in) X < ft) 'Total 813408/EI 11.75 Live 170003/EI . 11,50 · Dead 642948/EI 1idsp~n -I TOTAL Defl EI L /-i80 530483' L / 240-707311 L / 360 . 1060967 LIVE" Defl EI L 'J .240 147829 ._:.;. • ~ • • I '•' L / 360 · 2ii744: .. L / 480. 295658 •t'. ·.·, .. /,.~.J-,I.,,. ,, • ~ . . ' ..... ... -~. ' J -~ •• ~. ~ .j .,.·,; ... ~··. .,,. ::_ ~·· :. ~-~: . ._·,·\_~_~_::J): ·:;-.. ·,<i, .-·.-;'.·· :. .. ·: .. ,· _ .. .. \ ·. :·, . ., ,. ··--. , r ~ •· . " . • •. A Pn.i;.'.! ;! JCJ '1$-)lo i':·:~ STRUCTU~L C',\TE.Jlill, · I.:.::·~ ENGINEE::?.5 s:rr_:_f_ __ ',:-_ ... . ·: >.::; .... a . ' _·::t> ::~~ ·: ~-~-.... . : •·· ·: .. ~, , ... : .' ' f,' ', f !W l ... 1? i :z :W '--,O ~1 \</ ( ·ct~}..':)~/-: ··-i •..• -,.,. ; •• l '1 ':f~-'A•: ,•~: ' ; .. , • ,--! · ·, ,. :.~-:.( -: ~ <,0 • x.ooa )(r.i~, i. i ::: .w-( ., . . ;lJ · ~ <3,Bo-o • --· i· 19 · z~i$' _,._ ~.S' ' 1 - 2,-z.:oo 1_ · 1,$JCt,-;' .;-.: _;~l -;_\ . . ,--r: . -.~ .. : ): =, ',. H,o _ .... ?_ : ; I . ! ,. ,:,, • 0 A-1, I W L z: ;~, ~:J"o ;p· -z: -o0 o ' J .. ., .., ·r· .. ) ·; :;·· ·, ~·'.-i_. , ,., •• ,.: T• • ••• i r . : • ; _'· • I ,.: ..... ., ' ,: - 1·· -;. . , __ . !-..._ ... ·t ' r; .,~ '' l~.5 r; .A .. :-.. '• PRIME.JOB.~.>~ STRUCTURAL DATE 1z./zo ~ ENGINEERS SHT-4__ I 1o '2 f. .J .;,~-r 0\1(.. ~g-~ C,'0"1 p . Dv1 Pu-r 1~ ,~_ltm11 4:iS~ J,·, t Jo tst 0.1<. 1-i.' 14, , • I ', ., .-. . ·:,.·. ··:f/ "'~?::-: ..... ~ . . ~ ~:~-. ·. ,_ .. -.. ·.-;· ~ . . ' ' :.··,:·· •' .";.!,. ·33 : <:·.',i,{ .·, s0B12/22/95 ·· .· ·;. ::::-~-> : . · :. 95-260 ;\ p;-~t'.:;1.!:J j$"-3'o · · ·. · : j-·-:.\STllUCTUi1ALD,\7!:{2{U.. · s1p12v1s0b4148TBEAN. ANALYSIS , SPAN.LENGTH= 23,00 ft PRD6R~Nsf;9vls0b~f48T . (6.60>.sQp10.00h12vOsOb3T ...:;;;·~ ENG:Nim~ oo--1__ ': . -~, <Si1ple Span) UNIFORM LOADS (k/ft .. ft) wd . · 111 ' X1 X2 .0.055 0.027 0.00 23,00 0.284 0.000 6,50 9.25 0.160 0.000 15.50 21.00 · POINT LOADS (k & ft) . Pd · Pl X • 0 .• 101 (1,000 6.00 REACTIONS (k') LOAD LEFT . RI6HT D.ead 1.407 1.626 Live 0,310 0.310 Total . 1.717 . 1,937 HAXIHUH fORCES V max = Vd 1ax = H aax = Hd max= . . DtFLECTIONS LOAD ·rota! Live Dead TOTAL Defl L / 18.0 L / 240 L, / 360 ·. LIVE Def! L / 240 L / 360 L / 480 1. 94 k @ 23.00 ft 1.63 k @ 23.00 ft 10. 99 kft @ 10 • .11 ft 9.24 kft @ 9.43 ft CEI = kin,..2) Defl fin) X (ft) 1065133/EI 170003/EI 895n7/EI. EI 694652 926203 1389304 EI 147829 221744 · .295658 11.46 . 11.50 1idspan ' \ .. • .... -••• 1 '· ' f- : <.'~'iz" -~10 ' : ~ -~ i ·c:. I'? o1-a.q ::, ·: t.. •• : .. · .. ·" ' .... · .. ': ., "' ,, . ~ .• . • f :ff\·. ~ .. t~~~r . -~~~~ : . :~ .,: . :~ ... ' ', ,._ ' .-·-1·:. •' s3i3 '• J4 -?iif}(!. . s1pi2v1s0b4148TBEAM ANAL vs i's .:;P~QCiR~~~-tp·~~i sOb414BT ·,:_ :;.,_;. !-:f •,: . SPAN LENGTH= 23.00 ft (Si1ple Span) UNIFORM LOADS Ck/ft & ft) ·,·.wd ·w1 Xi ,... . 0,041 . 0,020 . 0.00 0,213 0.000 . 6.50 0,160 0.000 15.50 0,331 0.000 12.00 POINT LOADS Ck & ft) Pd Pl X 0.080 0.000 6.00 REACTIONS (k) LOAD Dead Live Total LEF.T 1.448 tl:230 1.678 :~ ! :. ~ ~ . . .. : . {$., i .":; · .. ; '. x2. · . . 23.00;:-· '• :., '.9.25'. ·. 21.00· ·, 14.50' . RIGHT 1.868' ,. 0,230 ! 2.0~\ ... /.::> /: .. . , l!AXIHUH .FORCES .. f,~-· :~ ..... !;,..~· .. V aax = · 2.10 k @ 23.00 ft Vd ·111ax = 1.87 k @ 23.00 ft· ·' · II 1ax = 12.95 kft@ 12.72 f~ < \? .,~ Nd aax = 11,65 kft@ 12.78 ft •, ·P~FLECTIONS (~I= ~i~A2) . · ·. ·LOAD Def-I (in) Total 11~9916/EI Live 125928/EI Dead 1073544/EI TOTAL Defl EI L / 180 782554 L / 240 1043405 L / 360 1565108 LIVE Defl EI · L / 249 109503 L / 360 164255 L / 480. 219006 . : .· i .• : , X Cft/··\rr ,, 11.70 11. 50 midsp~I) .. '.:. }.: •f ·, • . .. '....: ..... : .~. : .. ·: . ; ·-• .. ., • • ~.! • , .• ! sOB12/22/95 95-260 (6,60)s0p10.00h12v0s0b3T ...... /\ . Pi.11:-.m ..:cJ CZS-)t-o 1~ STRi]CTU::tAL C,\iE.1!:b:;!; ;;:. ENGINmms SHT__a_ . '.i~( Jt.-· .,~.,,. ... :.tt,~ ;!·-... ~._-'_' - . ;: .. _~ . ,·:.'• . , ;~f .:~;:; 'h..,>-~·-{i~i~- .. :·.:~;[~ ' . . ·/?-~ . . ·-:~-·. ,-:.. -.. ----.- ._;,,._:.. ' .. ,. '• ................... ~ .... - .. '. . . .:rs r~v'2... '• .. · . . . . · .. / .. ~ ... ,· .•. . ~-:~ \ ! ; . ! .. 9Jc ,r c, '.)? 'X .. 0 ~7 J -= ~ ,~o.i;..1 . ~ =-{1.~·-;,)(,o'-zo) : . ·--:o-,,~~ (Wl-/£R£ .Nb c.J"1JT~ -OCC-1,)~1,Jq ) 1 i) :;• t = . . .. f" ·+ ;;~ 9 :x t;.i) . ;Jt ' .;,~··;., , i <}"5 / I -·:-." ·. ; .... '\ \ .. IO I' i ' z' z! . I ·.· z. . I • . z ' ---·· -···----· ,----. ! ; ' } . I f,~ l ., · . : ·-··,, ~ · :21 ~ ~:(~3)(~) · .~··: __ iei~~:·---f'1 -~ I ,,. / . 1 ~, c,i.X ~ K !::i-h) ; , r11-; .. .,, . h . I . -~}f \_.·y~: . . '.. ;:·:111f }_?·~,: . : · _ _:__: ;-.f. _:J·: L .. ~~ ·;..?: .*-_~+--'--+-___;~---- . · .. , -: .\ ';-. . . ~ .... .. : '!· I • I l l . .. : .. ---~--- \"_ • •t,.: . :• -~ .; '' ' .. -'·. : :.-.;~ ··. · .. .. ,• ·;·~:-·. s3B •I< ~ ,: • •• r•. ,• • ,: _·.-.. J5 REV 2 sOB12/22/95 95-260 . ~1p12~1s0b4148TBEAN · ANALYSIS PR06RANs1p9vlsOb414BT. (6.60)s0p10.00h12v0s0b3T SPAN LENGTH= 23,00 ft ···=. ~ (8i1ple Span) :· ONIFORN'LOADS (k/ft ~ ft) · vd· wf X1 o. 051 o. 000 . o. 00 .".'·· .. · 0.000 · 0.027 . o.oo . ;.\:·'o:ooo·-0.013 10.50 :·:. (' . . . . ·-: ... 0.000 0.027 21.00 .. ,. · .POINT LOADS (k ~ ft) . .. Pd . Pl X 0.:226 .(l.000 10.00 0.339 0.000 12.00 0.355 0.000 14.00 0.192 1).000 16.00 0.263 !),000 18.00 0.298 0.000 20.00 0.298 · 0,000 22.00 · . REACTIONS (k) LOAD . _ LEff Dead 1.183 Live 0.242 -·x2 23.00 ;_10.50 .. · -14,00- 23.00 RI6HT 1:951 o: 141 Total_' 1.425 · 2~'1'02 -~HAXIMUN FORCES .: )J 1a~ = 2,10 k @ 23,00 ft :·, ... Vd ·1ax · =· 1. 96 k . @ .. ·23, oo· ft .'(':iiiax" ~:: 11.os k'tt @ ·12.00 ft · : . ··:0 1'id·1ax= 10.07kft@ n.11ft i -:: .. _DEFLECTIONS <EI = kin"2) LOAD Defl (in) Tot.al 1012292/EI Live 96330/EI · Dead 915630/EI TOTAL Defl L / 180 L / 240 · L / 360 · .·' LIV( Defl · ·. ,. L,/240 ··I.:! '360 ..... L / 480 . .. :· -~ EI 660190 880254 1320~80 . EI 83765. 125648 167531 X ( ft) 11. 79 10.79 1idspan . .. · .;-. Ji.. .. ~ .. , ... :· . . . .. .• J·~-~-~. ' : ' .. •', . ·. t. --.--------·· ·------------•\ I-A . r-,,::.:s"'~ / ,.:i STitUCTU~"..AL DA,i:~ · 1..::..:-~_-:. ENGINEE!'.S·s;-IJ_L.g_. f-..... .. ~ ,.t!. . tt..-:Z.: -· r~~~ ...... f~~ .:~ ·1":fj, i.-.'~ ~ :t:/.~ :'.. ,~ ' -~. . .. ._/ .. , .. _ . ,. ' ~ . !: .. \ J1 ...., I) Uh. r :. l f "'L--z: ~--. . - . --.. . ~-, ... ,. ' .. : ::(., f .. · .-... --~ . ·~., ' ·-·· -~---~, .... ---· '.""··--- ':It. ,:.. , ~S?, G;A i Jo1~1 01<, t Z.?'. ~e;ewr1.f ov-r i'uf r=:-=.107 Pi :::.1°1 <.P1s.1 (:)\(. ,14v, • a4='( . ~-=·i . ., 08(. r~ I L 1 r l}1,-;I t . tn...o 51Z6. o'.To.z.o r i 1 I (9(o1 ,:~o~ l C.,..::>f'-.(p, ,,74~ (e... . ( 1 \ ,a<A/--i.,s '-'Z-l,7 ·-z_.., DvJPUT 'I~ l f , rJ'l::l1 e G.. i.o .t.. ..... ' . .. ,.- ; ' -~)~ . :/t;- /'f r/·,... , ··, ~-: ,1 '.,;: . ..,. f :; ' J6 . •: ..... _ s1p12v1sOb4148lBEAlt ANALYSIS PROSRAlts1p9v°tsOb4148T SPAN· LENGTH= 23.00 ft · ;···_;_. .·. CSi1ple, Span) · UNif'ORlt LOADS Ck/ft & ft> ._ :\;.':. ;, wd •. .vl : X1 -X2 ''. -, .;_· · __ :·:·_ ,9,055. 0,027 o.oo .. 23,00 ·, . .. POINT LOADS · (k & ft). ,. Pd Pl · X ... , :, . 0.7.00 0,000 . 2.50 - ·'··-:" ·o;as:r. 0.000 8.50 ·, .. ·· '.' REACTIONS ( k) LOAD Dead Live Tot-al MAXIMUM FORCES LEFT 1.479 0.310 1. 789 RIGHT 0,839 0.310 1.150 V ma:,: = ·1._n k @ 0,00 ft Vd max= 1,48 k @ 0,00 ft H max ; 8.06 kft@ 8,98 ft Nd max = 6.38 kft @ 8,50 ft DEFLECTIONS (EI= kin"2) LOAD·,. Defl (in) X ( ft) Total , 755850/EI 11.13 Live P0003/EI 11,59 · · Dead .584916/EI midspan .. -. TOTAL Defl EI L ./180 492946 L / 240 657261 L / .~60 985892 : .. lIVE ·oefl • . EI L· t 240 147829 L / 360 221744 L / 480 ns65B \ t' ,. ~ ... ··. -: .: .. ~?:·~ :~_-. ··. -'<. :.~<·•~_;. ... , : ·.: . } '. ' -~-_::. ... :, .... I ' _i,·'"'"~ :' .. ,_ .... .. .. .. . -.:. ! ._·. . : ·~' sOB12/22/95 ~5-260 ···--------.. -. -.-·-- ; \ y'.·-·,.,,. JCJ~ ll / . ~ STRUct5Sii: o:.TE 12;/l:z.. , 1-..::..'·--.:,. ENGINEl:mS SHT rz_ (6,60)s0p10, OOhi2vOsOb3T '·-- J7 s1p12vis0b4148TBEAH ANALYSIS PROGRANslp9v1s0b4148T SPAN LENGTH= 23.00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) \Id 111 X1 o_.oaf 0 •. 000 o. oo 0:000 0,Q67 0.00 POINT LOADS (k & ft) Pd n ·x 0.107 0,000 13.00 0.107 (),000 20.00 0.746 0.000 21.50 REACTIONS (k) LOAD LEFT Dead 1.041 Live 0.757 Total 1. 798 MAX HIUM FORCES X2 23.00_ 20,00 RH:iHT t. 782 0.583 2.365 V ~ax = 2.36 k @ 23.00 ft Vd inax = !. 78 k @ 23.00 ft I ~ax = 10.92 kft@ 12.15 ft DEfL~CTIOHS (EI= kin"2) LOAD Defl <-in) .X (ft) Total 1042192/,EI 11.62 Ltve 404846/EI . 11,43 Dead ij3]?25/EI midspan TOTAL Defl EI 'L / 180 67%90 L / 240 906254 L / 360 1359381 LIVt Defl EI L / 240 352040 L / 360 528060 Li 480 704080 ; . ;.I,,.;.._; ,\ . ·, ... ~~-.-:~. : ... ,. ... s0812/22/'35 95-260 (6,60)s0p 10,00h i2v0s0t2:T --------····-··--· ' ; \ I"'.~···-~-J 15-310 i / \ STRUCTU:~t D~;E l'?-/'l.'L. '/.: __ .:-'I:., ENGlNirms SHT--12..._ . ! _________ __, ~ f""' ~ 4. ., .:; ~ ··.>t -~ < 'l} 5-S '\l \ ~ s:I. -\Q .· .. - .... -.... ·.-:.::·'"". . . . --~ .. . • Jf•"l~-"lt-Pr.1:.m ~.,~ 1\ STRUCTU::L\L DATE IZ./z,z. ,...-;._.~Np;m:c:r • .'.i SHT_:_/_L_ ' ' ' I .... · . •.; ,7 I ••• ,'"·· ••• i •• • sssI sz :rn :so rn :i'crof.JY· /.·: ,;-: #~:";~t:':- ):t~(: :. , --~:~~;:~tC·:(,-i · · .. }ii:''> . '. , .·_,• .. t' --.;' ~-·' > ·: :;_\ .. · .. , ,,• ~' : :·, ·-;.:;.·' · -·., . r, .,, ... I· .. ,, ·r ~ : : l •• ~ ,. •,:: .• ,I ~ .. ·: ··-:., .·.? .... -~-- •i. l :l. "i ~ ; ' -, ~ .. P~-1'1~1-f&fn~~~~~\f~.,~i,~~;R~tj}.;:\: .... :·Escondido;· California ·92Q25-; :· •· ' · .· Tel (619) 7~61( ..... ~ ::_. .... STRUCTURAL CALCULATIONS ~frj-~~--A--~ . . ~ ~,..., II~ . r1--r-z~ -ti::¥ . -: . ·. I. , .. ··-· ?'1· ,:;.~.,:-:..,,.· .. ~ ·~: .·,,·, ·:.,:;. . ,. •r -'~ "''~ ':;!''. .. >" '.t-.-: • -• • ¥ .. ~:1,-.; - .'•l :..-f· .. · _: .... ?.\)(. -~. ',: .; , r· ~~; t-:,{-f ... , .. ' '( -':> -~ •\ ,1-' •,... ' : )[,)\~{·:, . , -~-~ ~\:·\~:~:-.~;::~. ·-~~--' .... , f •·:, .;(l/· ;:,- .-:: .r.;:vgr~ft:~;: ... · ~ /~ 'X ;Ol&I) ;J~l~:l~: z G3 I( oi.). .. ·~:;-,2~:.·-· ' -. .. ' ~ . ,' 1 -::. ,_(a; ·, _,):_._.. ,4 ! ...... !•, -~ . L--. /\ . . :P~I!'.1;f.!03~ :,'.~ I . ~ STrt UCT:J~AL D.~,iUL'.2.l G . / ... :~ E:•~C:~!~::-;.~ C!:T_O-.-_ -,? ·--·····---·--+--/., ,. //o o -ff-w-.. I• Sc~e,J, I ·--~- ·>-;, \~:- '$}~ ,, .-.-~ .-! . .. : . ---===-----· ·--·----=;--· - c;-ei:r Cor-1fVT .,;-~ (Acc.. ., ~Ill s-r,,-.14 GL.P _:7{4_,*7 ~Ot;~t.JA-Ce, ··i \;:~-:~~_.;;,;.~.::-~~'tiiii·; :~ :, -,--.-·:-;:. --~--~ :--c~l.~-t;-4-s X ~-K-·01.1.,--)-,,, .... -., .. -c,~,42.1 ·!llf ~f.: f ~,~~~i~~~i;~;J~l;!'.1:~C ... ·.•-~-~-'-·· fM. "-(1Jp1) ))Qt~/2J+.-,·~s1~ r *~' r ~) d, fJL'?o (ts' r,01i) .~,: ... ' - _.;, ·.· •" \ I : -,:•,. p f' l ~ l 0 ,' ?;,z...{ t f, Z.44-Le · e ;8/ "' ft .-~.:. .. :...;....·: ... ,..; _ -•• ~ . . . ·. .. , . ..~1:,. ' .. , , ·, ..... ·. ·REACTIONS . ~k) . RIGHT WAD Dead Live Tota], LEi-'T 3.586 2.656 6.242''-···· .. 3 .127 2.656 5.783- f-\AXIMUM FORCES ·i V max -= .6.24 k @ 0.00 ft M max = · .. ~l . 5 7 kf t @ . :io • ~ o ft . . DEFLECTIONS·.: (EI = kin~2) : l-OAD · ·: Defl (iil.) x-, (ft) Total 1914.-3030/EI. 20; 66 'Live ·_::854.2497 /EI · 20. 75 .Deaq ·. :· .. ).p§0:Ol:23/EI m:i.dspan -,:~ ,---~~ '',. • : _J.. ' Pos. · Moment ·i.u:-· -~ 1 ~ 00. · ft .. _ · BraCe Spaciing = . l-00 ft.· ·Actual : 2 .s·•:. x 21•. 24F .. v4 Design per 1991 NDS D9uglas ~ir:,-Larch . . .. ~-. . STRESSES Shear V = Fv = Fb' = (psi).,;. .. Live @ 'd''. ·f''". 5.63·~ ~ 206 fv- 2776 fb LDF = 1.25, 2.25 ft = 125 61 % = 2432 88 % ev = o· .. 93, DEFLECTIONS · (in) (E = 1800 ksi) Total = ·· 2 .'.59 -.L / 192 : · ·Live = 1 •. 16 = L / 430. Dead = 1.4~ ~.:_. . . .. Cl= 0.97 01/03/96 95 33"& 9r--c.,f6o .,; "'(· • -1, I';:;;~ ,""-t' -•• -l ·.~{~~ ' ,.,, .. ' <1~'( ,;,._ . .. _:}·_::, s3B _::::·,.· ··,:V°isax -'Jf:aax. ·_ ._. ..... -:--~· ;~ . DEFLECTIONS ·-LOAD ·To_tal Jive De'ad , . tJI A PR1MEJC!3~ / ;:':\STRUCTU~lAL r·.'.i'.:._l~-~Q-.... \" r···~·--·---~ Ill r' , ---' -~ · ... ,,.:J .. ~-...... J [:::~. I'--; ------·-···--... -..... , -. -· . . :.~\~ _::~·. _...,._. -.~· .:-': '---...... ~ ~ -~ s: .. A<\:-~ ~ r..'!:;, ~~ I~ 0 \S"' I ·----~ _, ~ ___, 1 r--' --.::..._ ~