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HomeMy WebLinkAbout2380 CAMINO VIDA ROBLE; M | N; CB890577; PermitDECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File SPECIAL CONDITIONSBUILDING :(oCO*~-^» •1 _ - . ' 3nC3.>ZC>r5^•-^ELECTRICAL ;*~ V^^B.5^I**—~-*~\PLUMBING !^k_?—S-c Zf^\n301QC<n31<nann<TT-C<nC^.^^* f CALL FOR FINAL INSPECTIONi*=-5r~«* •i^:j>3"°3T33)QTDi^^•-«».>^%S •^-VENTILATING SYSTEMS"••B •• ~ —HEAT — AIR COND. SYSTEMS |' noco-am^a33m1 1*TJZ 3mOXz5-D BONDING D POOLD ELECTRIC SERVICE D TEMPORA33-< •ROUGH ELECTRIC !D ELECTRIC UNDERGROUND D UB-nm33 ELECTRICAL 'D WATER HEATER Q SOLAR WATE331 COHmenPILES c> •Si O Z TUB AND SHOWER PAN |3130a>0)HmIm3u~;rnO^ dZ Czom373Joczo3nm3>m33a:^_<j aenmm2OCO1—oonooI^L;.1!f.JD ENGT.T PLUMBINGmOm D O | CONCRm-Hm naCDrDQC3<3rrTlOHHmZJ-l O Zm •H1a)9>^co3D<•>rcj;c3nn _INSULATIONr~PRESTRJ mi «1 t/irna EXTERIOR LATHSTRUCT1 OVER 2Ca CO Vr_i-t! >01 r- O -O O nHmFRAME~TCCCJ7cz ^uT SHEATHING D ROOF a SHEAIJU' PRIOR T0 COcCD-nmDTlOO33DOmz/~\^tr?r,D/>")3 D > 7 Tl I GUNITE OR GROUTCflT)m O—i O Z oI 3Jmm 00 m Sn D - >V gc Jc C.O O -1m >133< > (< r C c rr-<. 5r H " C rC C £ 0 2C/t ITr—cj tt\J zc—1 FT 0"REINFORCED STEELDTl 3 DTl 3 n Dn-s3 • 7 0 0n •>H5• ii • )FOUNDATION"nm1"DZw "Dm H O Z 33m O BUILDINGTJmomz01T)mTlOc-CIr— sS3-^.\ i DECLARATIONSLENDERWORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR- 3=- » White — Inspector Green — (1) Finance Yellow — Assessor Pink — Applicant Gold — Temporary File DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only PLAN ID NO 6245 04/18/89 0001 01 Hisc VALIDATION AREA 05 62-00 CONTRACTOR . CONTRACTOR'S 2TT) LEGAL DESCWFTION //OLX* 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. / CHECK IF SUBMITTED: 4 2 ENERGY CALCS 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS 2 STRUCTURAL CALCS D 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT nATF LA COSTA LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY \NT'S SIGNATURE DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor City of Carlsbad .._._ _ .__-^___ __ •|^HH|j^^rBBMn^rnHMH^NBMMBHMM^^HI|^VVBuMdina Department Date: March 6, 1990 To: Koll Wells C Palamor Soltello 2382 Faraday Avenue Carlsbad, CA 92008 Permit Number: 89-577E Issue Date: 6-27-89 Last Inspection: 7-25-89 PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Install 2 200 A 30 Panels RE: BUILDING PERMIT EXPIRATION JOB ADDRESS: 2380 Camino Vida Roble Suites M and N Our records indicate that your building permit will expire by limitation of time on 1-25-90 (expired) The provisions of UBC, Section 303(d) state: "EXPIRATION. Every permit issued by the Building Official under the provisions of this code shall expire by limitation and be- come null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Before such work can be recommenced, a new permit shall be first obtained so to do, and the fee therefor shall be one-half the amount required for the original plans and specifications for such work; and provided further that such suspen- sion or abandonment has not exceeded one (1) year. Any permittee holding an unexpired permit may apply for an extension of the time within which he may commence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days upon written request by the permitte snowing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee. Please check below indicating your intentions and return this letter to us. Project abandoned. New permit will be obtained prior to commencing work. Maximum 180-day time extension requested. NOTE: A separate letter for an extension request and reason for such must accompany this form. If you have any questions, please contact this department at 438-3550. MARThH ORElsfTAK Building Official V ivo - Cnrlsbad, California 92OO9 - (fi19) 438-1161 <* I outel<u***Jt J<cM Mdls , ja&*** -^-u w foff (Eitg of <£ar[ shaft REQUEST FOR INSPECTION RECORD INSPECTOR OWNER PERMIT NO. TIME: _ DATE:^zk V REQUESTED BY PHONE NO. PERSON TAKING REPORT: BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY O GROUT — GUNITE G FLOOR AND CEILING SUB FRAME D SHEATING D ROOF D SHEAR Q FRAME Q EXTERIOR LATH D INSULATION a INTERIOR LATH OR DRYWALL D FINAL ELECTRICAL D TEMPORARY SERVICE a UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING DIELECTRIC SERVICE -)^ FINAL PLUMBING n UNDERGROUND PLUMBING Q SEWER AND PL/CO Q TOP OUT PLUMBING O TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL SPECIAL INSTRUCTIONS Ready for inspection: O Monday D A.M. D P.M. D Tuesday D Wednesday Q Thursday D Friday ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO. CA 92123 (619) DATE:Mnv CARLS SET: jPLAN CHECKER (JFILE COPY DUPS DESIGNER <=>ee JURISDICTION: , PLAN CHECK NO: PROJECT ADDRESS: g3So CAM IMP \/l£>A Roe>uE PROJECT NAME: "H X. !?oiTft* M £ >O jJr^QL-L- I—I The plans transmitted herewith have been corrected where I I necessary and substantially comply with the jurisdiction's building codes. imat The plans transmitted herewith will substantially comply H with the jurisdiction's building codes when minor deficien- cies identified &e<_ouj are resolved and_ checked by building department staff. I — , The plans transmitted herewith have significant deficiencies I _ | identified on the enclosed check list and should be corrected D D and resubmitted for a complete recheck. The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. (""I The applicant's copy of the check list has been sent to: ra. - B Esgil staff did not advise the applicant contact person that plan check has been completed. |I Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS : Telephone I. TM&.OF By ;Enclosures:. ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS:_ PROJECT NAME: ~T. X, IT 193 SET: \J \ p>A M. JFILE COPY DUPS "".DESIGNER 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 deficien- cies identified 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ART [] Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone I By ESGIL CORPORATION DGA DAA Dvw DDM (closures FLAK CORKBCT10H TEKAHT FLAK CHECK NO. JORISDIcnOH:. TO:A, PROJECT DATA OCCUPANCY: BUILDING USE:. ZYFE OF COKSTRUCCIOH: ACTUAL AREA: ALLOWABLE AREA: >/ STORIES: A / HEMTT; VJ/ A>/ SPRHOLERS: T/MD: Date plans received by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: By: Applicant contact person: A- KOMRMAkikl Tel. FOREDORD; PLEASE REAP Plan check is limited to 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 handicapped . The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. Code sections cited are based on the 1985 UBC. The circled 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. 303(c), 1985 Uniform Building Code, the approval of thft plans does not permit the violation of any state, county or city law. To speed uq the recheck process, note on thit list for a copvt where each, correction i^f* has been addressed, i.e.. plan sheet, fpecif Ration, etc. Be sure to enclos •arkad UP 1«t when vou NOSE: PAGE HOBOS ARE HOT IB SHJIIML1 AS PACK HAVHKS X) HBB IQZDIK (UOEEULLQNS HEKK VDXOD, LIST NO. 90, TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1985 UBC '4. 8. 9.. 10, Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Provide the correct address and suite number of tenant space on the plans. Section 302. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building, the building oust be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. ""UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. ' Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or reaodel) within the building. On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and the floor where the tenant improvement is located. 12.,XProvide a -/ D statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. 13 .Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. 16<Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 17^ Identify existing walls to be removed, s existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. 18* Provide a section view of all new interior partitions. Show: (a) Type, size and spacing of studs, Indicate gauge for metal studs . Specify manufacturer and approval number or indicate "to be ICBO approved". (b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). (c) Wall sheathing material and details of attachment (size and spacing of fasteners). (d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 1/6/88 55. 56. 57. 58 59 60. Ay. •ft. Show rated corridors, lobbies, reception or foyers cross-hatched on the floor plans. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). Provide a complete architectural section of the corridor, or exterior exit balcony, shoving all fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor walls and ceilings. Section 4306(j). If building exceeds two stories, show corridor is separated from elevator shaft. Sections 3304(g)(h) and 1706(a)(b). (See I.C.B.O. interpretation). Provide evidence of Health (for restaurants or for equipment). Department approval tenants using X-ray Submit plan showing location of all panels. Submit panels schedules. Submit electrical load calculations Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting oust conform to the 1985 UBC Sections 3313 and 3314. Provide receptacle(s) within 25' of -the roof mounted A/C units. IMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. Provide an electrical plan for the alarm system showing compliance with criteria described under earlier correction number 49. MECHAHICAL Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant. Section 605 and 705, UBC. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Detail access equipment. and working clearances to HVAC Cooling coils or cooling units located in attic or furred space, where damage may result from condensate overflow, shall be provided with an additional water tight pan of corrosion resistant material to catch overflow if primary condensate drain becomes clogged. Section 1205, UMC. One-hour corridors shall not be used as an integral part of a duct system. This includes the space above a dropped ceiling within the one-hour corridor. UMC Section 706(b). PUMBTJIG Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 1219. Provide drain, waste and vent plans. Provide water line sizing calculations. UPC Section 1009. Detail how maintained. priming). floor drain trap seal is to be UPC Section 707 (floor drain trap Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 1007(e). Show 1/4" per 12" slope on drain and waste lines. UPC Section 407. Provide complete energy design calculations, including all existing design and new energy design for this building. See attached non- residential energy design checklist. For remodels in an existing conditioned space, show that the remodeled space will use not more energy than the existing space or show the remodeled space will conform to latest energy design standards. 2/2/88 fssj Please see additional corrections or remarks ^-^ that follow. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-11*68, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact at Esgil Corporation Thank you. Enclosures: 1. 2._ 3. 2/2/88 L. Date i Jurisdiction Prepared VALUATION AND PLAN CHECK FEE Q Bldg. Dept, Q Esgil PLAN CHECK N0. BUILDING ADDRESS APPLICANT/CONTACT A, KOUR.MAJQQ BUILDING OCCUPANCY £>-•£ PHONE DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION ADD COOLING 3y — Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA STEM OO ROOF" \ VALUATION MULTIPLIER PeR_Ciry e @ @ • • VALUE 10,^2.0^ lo,2co BuUdirig Perait Fee $. Plan Check Fee $ COM HENTSi oo SHEET \ OF \ ,..12/87/^6/52 CD X QQ D n n n n n n n n Date: ENGINEERING CHECKLIST LEGEND Plan Check No. Project Address: _ Project Name: ~J"JL Field Check Date: 60*1*0* 1//CM *—• * © 1,2,3 Item Complete Item Incomplete Your Action - Needs By: Number in circle indicates plancheck number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. 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 and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. U. Provide assessor's parcel number. n n PERMITS REQUIRED Grading 5. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. Grading plans in plan check PE . 7. Need the following completed prior to building permit issuance: A. Grading plans signed. Grading permit issued. Grading completed. B. C. D. E. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City Inspector. D n Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection to water main, etc). Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED I—| (~1 10. Park-in-Lieu fees required. ^— Quadrant: ——— , Fee Per Unit: , Total Fee [a/a r~j 11. Traffic impact fee required. Fee Per Unit: * , Total Fee: <yuf*'£*?-tuffe r~| 12. Bridge and Thoroughfare fee required. Fee Per Unit: * ' , Total Fee: I—I 13. Public facilities fee required. Q 14. Facilities management fee required. Fee: a 15. Additional EDO's required: Sewer connection fee: — Sewer permit no. \~] 16. Sewer lateral required: REMARKS: O.K. to issue^""'"'""^ .^^^^^a——•— Bate: If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. rc 1— M f)=tt= =**= ^fc CJ U Un fl^ n 0^0 n n n n D PLANNING CHECKLIST Plan Check No.^T^ j3^- c5"7"7 Address ^JZtfd V/&0 Type of Project and Use Zone Setback: Front Use Allowed? YES Side Rear NO Facilities Management Zone School District:San Dieguito Encinitas Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments San Marcos YES YES YES NO iX NO vX NO i^ Type ,-'• s^ Coastal Permit Required Additional Comments YES NO ^ S7)/7~~ OK. TO ISSUE DATE 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 City of Cartebab FIRE DEPARTMENT CHECK REPORT AP APPROVED PLAN CHECK# PROJECT ARCHITECT OWNER OCCUPANCY CONST. DSPRINKLERED TENANT IMP. ^ ADDRESS 2 3 8O ADDRESS ADDRESS TOTAL SQ. FT. U/t)A PHONE PHONE STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 5. 6. 7. . 9. .10. .11. .12. .13. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets . Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: , Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, i, alarms, hydrants). Plan must be approved by the fire department prior to Installation. justness owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protectloh systems are required: G Automat G Dry Chemi D Stand Pipes G Fire Alarm (Tytfs/Location: Fire Extinguisher Requirements: D One 2A rated ABC eJttip^uiaher for each . extinguisher not to Q An extinguisher with a rrHnimum rating of to be located: iklers (Design Criteria: n ttO»(l nratinn- cation: \ ) \ ) G Other:\ 8. Additional fire hydrant(s) shall be\provided - Exit doors shall be openable from the i A sign stating, " This door to remain unlo doors EXITS ide without the use of a key or any special knowledge or effort. ed during business hours" shall be placed above the main exit and EXIT signs (6" x *A" letters) shall be placed over clearly indicate the location of exit doors. required exltts and directional signs located as necessary to GENEI Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Stora\ in height, 12 feet on pallets or in racks and 6 feet for tires, plastl Ing is to be done, comply with Uniform Fire Code, Article 81. in closely packed piles shall not exceed 15 feet and some flammable liquids. If high stock pil- 14. Additional Requirements. 2 2 .15. Comply with regulations on attached sheet(s).' Plan Examiner.Date. Report mailed to architect Met with Attach to Plans 1 1 1 1 1 1 J STEDMAN & DYSON •STRUCTURAL ENGINEERS- A CALIFORNIA CORPORATION J J J J 3990 Old Town Avenue, Suite 2O5C, San Diego, California 9211O - (619) 297-2223 O / *" ?\ STRUCTURAL CALCUALTIONS FOR ROOF MOUNTED COOLING TANK - THERMAL CARE/MAYER CLIENT: INTELLIGENT MEDICAL SYSTEMS, INC. CONTENTS INFORMATION FROM ORIGINAL DRAWINGS MECHANICAL UNIT 1 FOUNDATION PLAN 5 ROOF FRAMING PLAN 6 DESIGN REFERENCES 8 ROOF LOADS 10 BEAM CHECK 11 GENERAL NOTES SKETCHES SI S3 cc: INTELLIGENT MEDICAL SYSTEMS, INC., (3), 4-6-89 &'k!* <*<£?, DIVISION OF LOTTRacr 73 , ory 6 LOG <*!£ 5^<l SI F I H§ Cflh r* •• • ,.• v* , •>; :f •• * * / :V-:-. ;'» :., -i; x. . THE 51 .on A RKWRT TH«OF THB . 104. JcxcAvipM, r;uJ3K>^ coMPACTioa GRApso AM S1T£"HOIUC SHALL B£ D0» tU COWUCAKCJC V1TH QVKR tflTUXf SUBJSC5 TO fSMPKRiO) Ac ffiR goof ; Q eopr :- 3*100* POORS: AU*TO BE OPUBUC FRCM OR QBTICJCS.* HOURAHEAS^ PBOVIDB >'-,' i gROYP£& IMMi* Og XPPBOVKP gQOAL FACJBwxar i. JU-L COSCRRJ: SWAU. BK Htoatt MIXED Ato BAYS RIfllMlil ULTBOTK COKPBKS3ITI OTREhGTK1"*! 28 QF 2009 ?& AS PROPOHtlOKi) S|MKTHUO U- MAXIMUM ,7-1/2 3ACK,or CBCHTt.. - * \ A.5.T.M. a TO A.S.TJU C33. C»(KW ^iAU* EK . 3, COB8TKUCKC* JOUPTS fOR'^LAfl? SflAUt £K U)CAIEO* , : ALOilG COUitf UV9 A«& ATT , AXIp«3 CONSIGTBH WITH CUBB^T ACCKPTABI^ COJT3T1V- " "r r UCTlOfi < 2IT CLL IJ <o o^x • V)K.u: UJ*r- 5^ oQ^Ui hien I cc X f, 2_ ,3 Tin.Jv f 2. 'Att aORI*; FRAMDKJ MEMBER^ SHALL BE D^F, GRAJDK 80,1. 'SILL PL«ES A3B-VALL FRAMIflG MAX B£ D.F. CHADE •0.2y JO*-BEARI*5 WALL 'FRAMING MJ^TO SHALL BS "STVD" ,- QRAPB OB BKTXS. ALL WOOD MEMBERS SHALL COIFQRH TO , tfQA OfiADlto RUU NO. 16 OR AS SPECIFIC) OR CALIJD fpR.OJT XHE DBAVlMaS* EACH PIECE OF LUMBKB SHALL BE - : GRADE KARffltD.->. - . • . A£L PLATZS AUD'SILLS BKAKING on COMCRKE SHALL BE .PRESSURE TREATEB DOUGLAS FIR. . - • r 'V ."*•", ' • ' ! ALB 3THUCTtJRAt: PLTWOOD SHALL BE STRUCT. K). 'ID.?.VETH fiq?fiRK«\TtyK GLUE COHFORMUJG TO PSI 74-AHD v SHALL i»(»AflK HARKED c& w D.F. p. A. SEE PLAH AIDKLEVATIOSB FOR SIZE ASI> LOCATIGS, PATISL I.D. MO, BffiMBERS SHALL B* tlAlUD WJT8 COTMOK SAILS. HAZL& MOT SPSCIFICALLT DSTTAILEJ) ^ALL COHTOfiK .TO THJB fi^lLEBG SCSaDULS.,- :THIS. EHEBT, AMD AS HOTBO' • •*:'.V AHD HUTS BEARIHO OK WOOD SHALL BI WITH SfcAflBARO STEEL- PLATE VASHER3. "^ •'-•"' • • • ''-•'- - • ' ' : / /•'BE D.?.t COMB. 24- t, IHDUSTRIAL AFF£ABAAC£ Ai£ U^O.' T«B OOitRACTOR SHALL SUPPLY SHOP ORWftJ&S 'FOR APfBOVAL tO THB ABCHI^SCT ABD UPOR VQtffcJgXlQJf OF FABSICAJIOM AMD PRIOR TO ERECEIOM SOPITJf TO' TOE" AtfCfiltECt Alfi> WE 6UILM1W DEPARDflEtft COPlBS OF. THE A.X.T*t* CEOTIFICATBS- OF iB$PBCTjQ3l.- tAKDiATI0«9 SHALL fiS 1-1/2* U*K,0. CAMBSB& SHALL ^E AS fiflOWi. WKtRE 90 CiKBER IS SHOUH PROVIDED CAMBSR JO i*L/2* DiL.' DHTL3CTIOJJ D.ItO» -OK PIAHS. SO'IO FLOOR AJ«J H06? JOISTS: Atj«JXSP.A» A«) lpfvOm;0*C. FOR ROO? ADD 8*-0" O.tf,*, FLOORS; sowi? BLOCK USHER ALL PAKfrrioMS tO' JOIfifrS. T»UBi« A£i. FLOOH JOISTS UJTOKR PABALLBt tO JOtSTfc. '... ' :' ,V '. ' •- - . /- ,- BEFOB2 COVEBI1KJ WrTH-ROOF MATERIAL. CttAMFSBS, CA«T$t OR CHICKWS. ' ;•-•' -- • . • .' . -'" v:'".' ao0 sP HHOJKCT NO 13 MODEL 8180 FAN _H/P_ 1 F.L.A. VOLTAGE 3/fiQ 4-3.6/t.a 206-230/450 APPROX SQL. 8475 CPM .WATEB ROW 35WIN MAX 135 (») FT. HEAD RCQ'O *.5 YC1CHT LBSDRY 264 QPgftATE 1135 GENERAL PAD LAYOUT NPT PIPE CONNECTION (INCH) 1 1/2 1/2 INLET OUTLET 2 1/2 2 1/2 StOFlCATlCNS SUBJECT 10 OUNCE CONSULT rACTQAT fQR UTIST DATA NOT TO SCALE• - Rtf. CMLY - FlElfi WMW30NS UUS1 BCMOtft TO AHY PIPING MS IMVB* «M TVOCW n T»C MVC IT THERMAL CARE/M. SnTCUS FOft TEUPWATURt CONTROLA DIVISION OF umvcsco 7?M LOtOH A«., WCS K. MM« B/M NO.KACH1HE USED ON FI8ERGIASS COOLING TdWERS NAHC QT ASSEMBLY SP£CIBC*T10N DRAWG SCALE. NONE: DATD SUPERCCDC& S/23/B7 DRAWING 51 BO m VL zeo z|06 £8>• uJoi&% —-. u.<l21Qg ^cn G UJ VL fto 1ATH J , ROJKCT NO. •AGK ' r- z« u V § PHCWKCT NO 2_ 13 DESIGN REFERENCES pTuniform Building Code 1985 QManual of Steel Construction - 8th Edition Q Riverside Steel Standard Girder Handbook, 3rd Printing Q Simpson Strong-Tie Catalog 87H-1 Soils Investigation Prepared by dated , number DESIGN INFORMATION Concrete (28 day strength) Type: I II V Foundations I I Slab on Grade PI Drilled Piers | | Columns Supported Slabs and Beams Prestressed Concrete Composite Topping Tilt-Up Walls 1 ooo PSi 2,000 PSI 2,500 PSI 4,000 PSI 3,000 PSI 5,000 PSI 4,000 PSI 3,000 PSI ££ ft Reinforcement Grade 40 »3 & Smaller (40 ksi) Grade 60 14 & Larger (60 ksi) Grade 60 ASTM A706 Masonry - Grade N-l Units PI No Special Inspection Special Inspection F'M = 1,350 PSI Reinforcement Grade 40 f""l Running Bond Structural Steel V QUJ Plates & Rolled Shape A36 FY = 36 ksi Structural Tubes A500 Grade B FY = 46 ksi Pipe Column A501 FY = 36 ksi Machine Bolts A307 High Strength Bolts A325 F Welding E70XX Field Welding 13 DESIGN INFORMATION Light Framing |~| Construction Q Standard D No- * QJ Select Str. Joist & Planks 1050 600 1750 2100 0NNo. 2 Q NO. i [J Select Str. Beams & Stringers QNO. i Q Select Str. Posts & Timbers QNO. 1 ("I Select Str. 1250 1500 1800 1300 1600 1200 1500 Glued Laminated Beams DF/Larch (PSI) 95 625 1150 625 1,500,000 95 625 925 350 1,500,000 95 625 1250 1050 1,800,000 95 625 1600 1200 1,800,000 95 95 95 625 625 625 1050 1250 1400 650 1000 1200 85 85 625 625 925 1100 675 950 1,700,000 1,800,000 1,800,000 1,600,000 1,600,000 85 625 1000 825 1,600,000 85 625 1150 1000 1,600,000 g>iyriKJ6-—*£324F - V4, V8 2400 165 Soils Condition Qsoil Bearing [^Minimum Footing Depth ^Coefficient of Friction ^Passive Pressure 1100 1,700,000 _PSF ^INCHES PCF ^Cantilever Walls Jpluid PCF I]uni form PSF ^Surcharge QBasement Walls B Fluid PCF Uni form PSF QSurcharge Inspections - Special Continuous ^Concrete over 2,000 PSI I|Masonry l~l High Strength Bolting f"l Welding £§ oa £ •s ^i /i DESIGN LOADS - WOOD ROOF rv '"> I ^ ^ r^r i - * p- J ', ^ */<.& \ c/. , '-' ••- = 1.9 r-c Mt Roofing & Re-Roofing PI Plywood Vi ' D JOlStS <lyl(P 14 n GvP (Ceiling Joists) [j] Ceiling/Lights PI Insulation PI Sprinklers Q Misc. n ^^ 4^ ^' r>.^. (D) Dead Load (L) Live Load (Reducible) (T) Total PI Concentrated Loads |_J Non-Rated Q 1-Hour 4.^ 1,9 .0 . c> .c? l.o \ - C^ 1-2 10 \L> ja <^^ 2^ ?4 | S FEDMAN & DYSONDESIGN LOADS - LATERAL Seismic V=ZIKCSW Note: Dooms & Girders not included in (D) Dead Load. wind p=Ce Cg qs I Z (Zone 4) = 1.0 Z (Zone 3) = 0.75 Exposure B Q Exposure C Qce = Qcq = D *3S " !3 Dl - DP = DEFLECTIONS: Live Load L/240 Total Load L/180 B Live Load L/ Total Load L/ '- 7 **' ^ < M -< fe) z {£. 0 ^~w £Z j06 £8>« UJ Q° o2i^ -—3 B. ^ U% UJ^ s^ 9Q§^C/3 i 0*- Lu \i l . °i I - °l LU 1 1& PROJKCT NO. PACK I I u t If.HP4 Cfc' CA« C* -x j.X C \/S FEDM AN & DYSON- 255 /XLLOuJ V b * d * U* DEFLECT t*DEfLEi-T SO 7^7/ M^<? ^ U VF I REACH OS 8. b sd = oA PHOJt-^T NO (e } C- (fe) 7-3*1 ZS<lsi U f?i K! PROJKCT NO GENERAL NOTES GENERAL 1. ALL MATERIALS AND WORK SHALL MEET THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1985 EDITION. 2. UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS, NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT OR NOTCHED FOR PIPES, DUCTS, ETC. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO LOCATE AND PROTECT CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING PERFORMED. 4. CONSTRUCTION MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED ROOFS. LOADS SHALL NOT EXCEED THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR CONNECTIONS. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE METHODS OF CONSTRUCTION. NEITHER THE OWNER NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. <J s f- uDe X DESIGN CRITERIA 1. DEAD LOADS: FLAT ROOF AT INTERIOR . 2. LIVE LOADS: ROOF (BASIC LIVE LOAD). 12 PSF 20 PSF PKOJKCT NO TIMBER 1. FRAMING LUMBER: GRADE STAMPED D.F. (SEE LUMBER GRADES) 2. WASHERS: BOLTS, LAGS AND NUTS SHALL BE FITTED WITH CUT STEEL WASHERS. 3. 4. BOLTS: SHALL BE NOT LESS THEN AND 4 DIAMETERS FROM THE EDGE. LARGER THAN THE BOLT DIAMETER. 7 BOLT DIAMETERS FROM THE END BOLT HOLES SHALL BE 1/32 INCH 5. 6. LAG SCREWS: PREDRILL WITH A BIT SIZE 60% TO 75% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LEAD HOLE TO BE THE SAME LENGTH AS THE UNTHREADED SHANK AND THE SAME DIAMETER AS THE SHANK. SCREW ALL LAGS INTO PLACE. FRAMING CONNECTORS: SIMPSON STRONG-TIE OR EQUIVALENT. ALL FRAMING CONNECTORS SHALL BE ICBO APPROVED AND INSTALLED ACCORDINGLY. SUBMIT ICBO REPORTS FOR EQUIVALENT CONNECTORS. CUTTING AND NOTCHING: DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. LUMBER GRADES DOUGLAS FIR/LARCH - COMPLY WITH PS 20 AMERICAN SOFTWOOD LUMBER STANDARD AND STANDARD GRADING RULES NO. 16 OF THE WEST COAST LUMBER INSPECTION BUREAU. MAXIMUM MOISTURE CONTENT AT TIME OF PLACEMENT -19%. 7. LIGHT FRAMING, BLOCKING AND STUDS LESS THAN 10'-0" 8. JOISTS 2" TO 4" THICK, 4" WIDE CONSTRUCTION LIGHT FRAMING 2ti TQ 4« THICK, 5" AND WIDER, NO. 2 STRUCTURAL JOISTS AND PLANKS. PLYWOOD - PS 1-83 (EXPOSURE I) , APA RATED 9. 1/2 INCH ROOF DECK STRUCTURAL I, SPAN RATING 32/16 10. BLOCKING: ALL UNSUPPORTED JOINTS SHALL BE BLOCKED SOLID WITH 3" FLAT BLOCKING UNLESS OTHERWISE NOTED ON THE DRAWINGS. 11. NAILING: COMMON WIRE NAILS. NAIL HEADS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. FIELD NAILING SHALL BE 12 INCHES ON CENTER FOR SHEAR PANELS AND ROOF DECK. STAGGER NAILING ON 3x AND LARGER MEMBERS. -a* QS HttOJKCT NO vi) PHOJKCT NO r 05 wioc en Gu UQ 0 V \*I PHOJKCT NO Kle-yJ E A- C5 0) u Ci Ci M I HHOJKCT NO 5