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2280 FARADAY AVE; ; CB982086; Permit
' 09/10/98 10:32 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB982086 Project No: A9802755 Development No: Suite: IMPROVEMENT 1 Job Address: 2280 FARADAY AV Permit Type: INDUSTRIAL TENANT Parcel No: 212-061-32-00 Lot#: 0949 09/10/98 0001 01 02 Valuation: 16,492 Construction TyJpeP.RMlIIN 332u00 Occupancy Group: Reference#: CB980692 Status: ISSUED Description: 589_ SF TI-LAB : ISIS PHARM-MED TO LAB REMODEL CHEM Appl/Ownr: PACIFIC CORNERSTONE ARCHETECTS 8810 REHCO RD STEC SAN DIEGO CA 92121 619 677-9880 Applied: 07/01/98 Apr/Issue: 09/10/98 Entered By: RMA *** Fees Required *** /-~*·,rf··· F~s··-Gollected & Credi ts *** ----------------------------_,/ ------,.C:::1.--, . ----~ ... ----------------------- / I"'~'\ f ( !' \ ,.... ' Fees: 446.00 ___ (('.. .. '\-., {)'1 /;::,'\ .. .....," Adjustments: .AO />-....:"\ ,,,\ "-·-·'T,(5t.aL, ef,eetits~ . 00 / I \ \ ' ,,. l I ;' / • Total Fees: 44,Ei. ~O \':_--::/ ': _ Total __ P~~-~f~3: '\ :14. oo :· I r / ,-,;,,.., Ba$a~e\ ,Du~.'\, , .:, 3 2 . o o 1· Fee description / __ C~~'-.... ,/ ,;.;!:> ... V$i-~s "t{~?Pl,it\ Ext fee Data ----------------------L-----~--------....t:~-~---------------------------------1 I " ... / • t ,.. ... \ --x-:;..,M..,....._, \ Building Permit 1 '· /, ........... ,«--········-·· --·-"Y ,.-;:/\ '·\,··,:·1 \ 175.00 Plan Check / -/ "-~---: .. ;;:::. .. ;':; :;-.~;~I' ·.,. ; J/ \ 11 11 00 ' t ' -t:, ... ,..,~,, ~ • ,, .y i-... ,/ -----t ':t-• Strong Motion Fee · (r f) { , )\'\. .. /f .ff ,-__ :. , i 1 1 · 3. 00 ~:~~r P~~::U,f~~ ~i~u!~g~;~t~11l"'\. }?f)l/{~~ff){f' ) /¥ J ~~: ~~ Y Each Install/Repair ~ater L:i\pi~ ,,1};,,.. ~:: ; p.{;t~~ r _/ 7. 00 lj 7. 00 Gas Piping System \ \ ~ ~ ~u (';' 1·zi I 7. 00 7. 00 Enter "Y" for Electric Issue \Fee'>:;,.::,... ,.0·",r·) :::.~---· I . I . 10. 00 y Remodel/Alter Per AMP\\. .-. ~ [/> f'Gi , ...... -200 / · . 25 I 50. 00 E , , f h . J. 1 ,t' -0,....,. c,, > INcoRroRATED /, C"·, 1 1 Y nter Y or Mee anica\ fflle .. e~ if's2 _ .... / , 'i> .> / 5.00 Install Furn/Ducts/Heat ~m~$..--;;; f') >~-. --__ .. / ~ (\~\(9, g,o 18. 00 Each Exhaust Fan .,.......,,j1.; fl,-.., .--~ 2 ,_:.":·· \_'..) 6 :50 13. 00 , 1 1 . f c.-/' -, '\ 0 \ \ ........ / '-....., -...) ( I I ~) \ ( ' ; \.) ,/ ,... ~ (,) '\ \..__,.,. / ,,.,,.,.,,,,.,, '-~~-... ·------~:._, ______ ..... -,... CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 i/ Oo(IJr/ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 "' • .~&,,,. • • Name !M.tJMP 4>4P Adi!,"2-• Name City State/Zip Telephone# State License# _________ _ License Class _________ _ City Busihess License I _______ _ Designer Name State License # Address City State/Zip -, "'*~4*1111f11¾CP(~~tr1!w«;f:.~~·z1li>~· l~~T~l~~h:::J'.ft:i~~,c /;>t:c2£Lkj1&i&'.,;·,~,'" ,.,,.""*""""'"''""'' Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Telephone 0 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. 0 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 [$1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Fail thousand -.fi,:.. ' I hereby affirm that I am exempt from the Contractor's License for the following reason: 0-,; as owner of the property or my employees with wages as thair sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and ProfessionJ Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 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). D 1. 2. 3. I am exempt under Section ______ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property ill1)rovement. ~S ONO I l!i!!:J have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include na111e / 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 work, but I have contracted (hired) the following persons to provide the work indicated (Include name/ address/ phone number/ type of work):: ______ .....jl!.::::=:::;;)...._~=-----...,.....-----------------,----,.......-,,,,----------- DATE 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? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 0 YES O 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. IIJ-~m~llt:1#17~&r}~:~:~;l~j!~i¼?G¥t~~.,:iiifJ~~~$#c1£1i._\~:,1J.ti,.;;;~,tl,JIR~St,~½~:.',::;11:1;~;;:~:rs,:,:r,~(,1,:~i,:;1;1;~:, :.::·,. ,,.r,:;;m,:·,,,::. 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 NAME LENDER'S ADDRESS _______________________ _ . • .. , .. ,, .'·::;1i~~;,~;aii:i1~::~l*,-J1111,~~~r~~~~•~m1Bfj;1•1,~11,a~IBl\1i111:11::11Brcf1,~i,1i!ii~•~!'!1,~111E•i'Nii- 1 certify that' I have read the application and state that the above Information is correct and that the inforrrlation 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 Citt 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 stru'!tures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expirelby limitation and become null and void if the building or work authorized by such permit is not commence · · 365 days from the date of such permit or if thll building or work authorized by such permit is suspended or abandoned at any time after t enced for a of 180 days (Section 106.4.4 Uniform Building Code). , £. _ L APPLICANT'S SIGNATURE ~~=--::::,,~~~~~,,,_______________ DATE·~--.,..L-~~""""'"v ..... ,~""----#----- YELLow: Applicant PINK: Finan~e - PERMIT# CB982086 DESCRIPTION: 589 SF TI-LAB ISIS PHARM-MED TYPE: ITI CITY OF CARLSBAD INSPECTION REQUEST FOR 11/03/98 TO LAB REMODEL CHEM STE: INSPECTOR AREA TP PLANCK# CB982086 OCC GRP CONSTR. TYPE IIIN LOT: JOB ADDRESS: 2280 FARADAY AV APPLICANT: PACIFIC CORNERSTONE ARCHETECTS CONTRACTOR: PHONE: 619 677-9880 PHONE: OWNER: REMARKS: C/RON/619/990-6066 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# AS920093 FA930005 AS970191 CB980692 SE980056 FS980053 AS980153 FA980024 PHONE: /} INSPECTOR---,~£,/::::-_______ _ , TYPE STATUS ASTI ISSUED FALARM ISSUED ASTI ISSUED ITI ISSUED swow ISSUED FIXSYS ISSUED ASTI ISSUED FALARM ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical £_ ± ------------------------------------ ------------------ ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 102398 Final Combo NR TP FIRE SIGN OFF 101398 Rough/Ducts/Dampers NR DH 101398 Rough Electric NR DH NO CARD/NO SUPER 092598 Rough/Topout NS TP DUP SEE 9/25 092498 Gas/Test/Repairs AP TP MED PSI LN 091598 Underground/Under Floor AP TP 091598 Rough/Topout AP TP 091598 Sewer/Water service AP TP FINAL BUILDING INSPECTION {Jh DEPT: BUILDING ENGINEERING -F-rRE ""-=-. PLANNING CMWD ST LITE PLAN CHECK#: CB982086 PERMIT#: CB982086 PROJECT NAME: 589 SF TI-LAB TO LAB REMODEL ISIS PHARM-MED CHEM ADDRESS: 2280 FARADAY AV CONTACT PERSON/PHONE#: C/RON/619/990-6066 SEWER DIST: CA WATER DIST: CA DATE: 10/23/98 PERMIT TYPE: ITI OCT 2G 1998 ~~~PECTED O _ noldv DATE INSPEC.TED: 1£ I {?,/'tg APPROVED [7'-DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: I •. / APPROVED DISAPPROVED APPROVED DISAPPROVED DATE: 9/4/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2086 EsGil Corporation 'l.n Partnersliip witli (jovernment for 'Buifaing Safety SET: III PROJECT ADDRESS: 2280 Faraday Ave PROJECT NAME: Isis Pharmaceuticals Remodel and T.I. ~LQANT ~JUR~ Ci"Pl:AN REViEWER D FILE D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. . l D The applicant's copy of the ·c~~~l_ist has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person ~ REMARKS: City to verify the path of travel and the existing bathrooms serving the remodel area comply with all the current disable access requirements. By: David Yao Enclosures: Esgil Corporation D GA D CM D EJ D PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation 'l.n Partners/iip wit/i (jovemment for '13uiUing Safetg DATE: 7 / 16/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2086 PROJECT ADDRESS: 2280 Faraday SET: I PROJECT NAME: Isis Pharmaceuticals T.I. Revision D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been fax to: Pacific Cornerstone Architects, lnc.(Sean Tracy) 677~9886 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation [gl GA DCM [gl EJ D PC 712 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-2086 7/16/98 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 98-2086 OCCUPANCY: B TYPE OF CONSTRUCTION: 111-N ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7 / 16/98 FOREWORD (PLEASE READ): JURISDICTION: Carlsba~- USE: lab ACTUAL AREA: T .I. 589 sf STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/2 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Unifor"m 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 bui_lding permit. Code sections cited are based on the 1994 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, 1994 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. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) tiforw.dot Carlsbad 98-2086 7/16/98 1. Please make all corrections on the original tracings and submit two new sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San [)iego, CA 92123, (619) 560-1468. 2. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and1994 UMC and UPC and 1993 NEC. 3. Is this revision change any of the hazardous materials in the space? 4. Provide a section view of all new interior partitions. Show: a) Specify manufacturer and approval number for the metal studs or indicate 11to be ICBO approved". b) The studs wall detail shall be B/A6. The wall legend refenerce to A/A6. 5. Note on plan that suspended ceilings shall comply with UBC Tables 25-A, 16-0 and 16-B.{if any new suspended c~ilings provided) 6. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. • CITY OF CARLSBAD SUPPLEMENT 7. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). 8. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 9. All roof-mounted equipment shall be concealed from view. Provide structural detailing for the screening. 10. 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. 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, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Carlsbad 98-2086 7/16/98 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. __ • MISCELLANEOUS 11. Please refer to the following corrections for mechanical, plumbing, and energy items. 12. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan she.et, note or detail number, calculation page, etc. 13. 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 D No D The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. The licensed designer must sign each sheet of the plans. 2. In the Technical Report by Eriksen-Rattan Associates Inc, dated 28 May 1998, the following pages: ii, Page 1 of 36, Page 2 of 36, and Page 3 of 36 shows the tenant improvement areas are Existing Control Areas 2 (Zone B) and 4 (Zone D). But, Page 4 of 36 shows the tenant improvement areas are existing Control Area 1 /Zone A and existing· Control Area 2/Zone D? Please correct. 3. On the plans show all the data for the Technical Report by Eriksen-Rattan Associates Inc, dated 28 May 1998. a) Clearly show the existing H-3 storage room (Zone H). b) Clearly show the limits of each of the four Control areas (Zone A, Zone B, Zone C, and Zone D). Carlsbad 98-2086 7/16/98 c) Clearly show the materials to be exhausted from the two new exhaust systems. Exhaust fans# EF-17 and EF-18. d) Provide floor plans for the existing second floor level. PLUMBING (1994 UNIFORM PLUMBING CODE) 4. Provide gas line plans and calculations, showing gas pressures, pipe lengtt,s and gas demands. UPC Section 1217.0 5. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix 'D'. The plans show chances in the roof drainage as per detail 3 on sheet S-1. MECHANICAL (1994 UNIFORM MECHANICAL CODE) 6. · Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the type of material to be exhausted by each exhaust system. b) Detail the exhaust outlet clearances as per UMC, Section 609.10. c) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-8. d) Detail duct cleanouts as per UMC, Section 609.4. Ducts conveying corrosive vapors or particulates. e) Clearly show the duct materials are suitable for the intended use. UMC, Section 609.1 f) Detail the required make-up air as per UMC, Section 505.6. g) Detail duct support as per UMC, Section 609.6. 7. Detail the flue (vent) terminations as per UMC, Section 806. Minimum 8 feet from the wall or above the top of the wall. 8. Detail the flue (vent) offsets, length, pitch and clearances as per UMC, Section 805. ENERGY CONSERVATION 9. Provide complete energy designs for the proposed changes in lighting. Provide the completed L TG-1 and L TG-2 forms showing lighting energy compliance. 10. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). Carlsbad 98-2086 7/16/98 11. The completed and signed L TG-1 forms must be imprinted on the plans. 12. The Documentation Author and the Principal Lighting Designer must sign the LTG-1 form. =- Note: If you have any questions regarding this Plumbing, Mechanical, and Energy 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. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply only to the area of specific alteration, repair or addition and shall include: · a) A primary entrance to the building and the primary path of travel to the area in· question, and include the following items which serve the area in question: Show a path of travel from the handicapped parking space to the remodel area. i) Sanitary facilities. ii) Drinking fountains. iii) Public telephones. • SANITARY FACILITIES 2. City to verify that existing bathrooms serve the rremodel area comply with all the curent disable access requirements. • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 3. Where permanent identification is provided for rooms and spaces; raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. Carlsbad 98-2086 7/16/98 · 4. Provide a note on the plans stating that the signage requirements of Section 11178.5 will be satisfied. • COUNTERS AND TABLES 5. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 11228.1.(all new benchs) · 6. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple· teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11228.4. END OF DOCUMENT Carlsbad 98-2086 7/16/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2280 Faraday BUILDING OCCUPANCY: B BUILDING PORTION BUILDING AREA (ft. 2) T.I. 589 · Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 98-2086 DATE: 7 / 16/98 TYPE OF CONSTRUCTION: III-N VALUATION VALUE MULTIPLIER ($) 16492 (per city) D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 17 4.83 D 199 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 113.64 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 90.91 Comments: Sheet 1 of 1 macvalue.doc 5196 DATE: 8/27 /98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2086 EsGil Corporation 'l.n. Partnersli.ip witli. (Jovemment for tJJuiUing Safety SET: II PROJECT ADDRESS: 2280 Faraday Ave PROJECT NAME: Isis Pharmaceuticals Remodel and T.I. D APPLICANT ~JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been fax to: Greg Williams 677-9886 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: 8/~8 (by: C;::/) Mail Telephone -/ Fax ·In Person Fax#: D REMARKS: By: David Yao Enclosures: Esgil Corporation ~ GA D CM D EJ D PC 8/17 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ~ Carlsbad 98-2086 II 8/27/98 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2280 Faraday Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/17 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-2086 SET: II DATE RECHECK COMPLETED: 8/27/98 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, 1994 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 sets of prints to: ESGIL CORPORATION. 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 enclosed 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? DYes ONo Carlsbad 98-2086 II . 8/27/98 2. City to verify the path of travel and the existing bathrooms serving the remodel area comply with all the current disable access requirements. If you have any questions regarding these items, please contact David Yao of Esgil Corporation at (619) 560-1468. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN RE~WER: Glen Adamek 2. Please up-date all copies of the Technical Report by Eriksen-Rattan Associates Inc, dated 28 May 1998, Page 4 of 36. Check the fire department copy, and both copies used for the building permit. See the attached revised Page 4 of 36. MECHANICAL (1994 UNIFORM MECHANICAL CODE) 6. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. c) Correct the exhaust duct minimum sheet metal thickness as per UMC, Table 5-8 and 5-C. d) Correct the duct cleanout locations as per UMC, Section 609.4. For the ducts connected to exhaust fan # EF-17 clearly show the required duct cleanouts every 10 feet and each change of direction. ENERGY CONSERVATION 9. Correct the L TG-2 form on sheet E-1.2. The values on the bottom of the L TG-2 form should be 790 square feet Total Area and 1,580 watts for the Total Watts. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy 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. PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CB 9BrJZo8G · ADDRESS &?6tJ ~ RESIDENTIAL RESIDENTIAL ADDITION MINOR C <$10,000.00) OTHER PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING -----------,-------------- PLANNER DATE ---------------- oocs/Mlsforms/Plannlng Engineering Approvals C ID,:» ~ \l"" \ ~ ~~ Q) Q) ro <ii 0 Cl l~ >->-.c .c ;;. N "" .><. -"' u u Q) Q) .r:: .r:: u u C: C: "' "' a: ii: .s "' Cl >, .c "' "" -"' u Q) .r:: u C: "' ii: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB e:i 8) 08 (o Planner J?:atbatA.,, ~V\l\l?rl Y) APN: '211 -Q(e l -$:2- Address :Z'l.-@ ~ Phone (619) 438-1-H51,extesion 4;2, s- Type of Project & Use:_:{......_\ ______ Net Project Density: DU/AC Zoning: C ... K, General Plan: ~l Facilities Management Zone: ___ _ CFO lin/n11t) # __ Date of participation: ____ Remaining ne1 dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: ____________________ } Legend: ~ Item Complete ©J Item Incomplete -Needs your action ~ D D Environmental Review Required: YES __ NO _){___ TYPE ___ _ DATE OF COMPLETION: ______ _ Compliance with conditions of approval? If not, state conditions which require acti"on. Conditions of Approval: . ¢ D D Discretionary Action Required: YES ___ NO _){__ TYPE ___ _ APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ------------------------ . ¢ 0 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO..l(_ CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine st9tus (Coastal Permit Requi.red or ltxe,npt): Coastal Permit D·eterminati~n Form already ·co~pleted? . YES If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: NO 1) Sta~p Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. ,, , . ,-. 1K],: J' :J J .J Jnclusio·nary Hqusing. J~ee ,reguired: . :YES_. :__ _-.· NOL_ _(Effeqtiye date of lncli.Jsionary-Hqus)ng Ordjnance -Ma_y 21, · ,-993,J . .. Data Entry Gompleted,? YES-.. ., NO . · . r (Enter -C~·-#:;, UAC'J:; f\!EXJf2; Con~trµct hou~ing Y/f'J;°,Enie:r·.Fi:!!:! .. Atnount (See .f.e~ schedule tor amount); Return) . '·' '. f . . ' ~ , .:L ~ :,, . ,• . ... ~' - ~---; · __ Site :P!an: · ~ , V f• -,- ~ .D _;Q . -, . Provide a -fully qimensiQ11al s'ite. plan dtaWn to -:sca'le. Show: North arrow, property 1f~e$, east:lm~mts, ex\~t.ing ana' proposed _structures, streets·, exisf!ng I • ,n·o··'o: ·LJ, ' ' ' , I, '•', ·street improvements; right-of~w~y-width, .dimensional setbacks and existin§ : topog·raphical: HnE;ts, '2. :Pr.ovroe leija_l description of property arid assessor"' s parcel number. ·zoning: 1 . l . ·· · 1 . • ·setbacks: -'Frorit: lraterior .Side: · · Street ·$:ide: Rear.: Req~ired Shown --,-..,-,-,---,-----"-,-------------·Required' ___________ -___ Shown ______ _ Re.quired . Shown .. ' ' -------'-'-,---------. Requir.ed Shown -----,---.- 00-0: 2. Accessory structure· setb?1Cks: .. , . ' Front.: Req_uired-___ ._ ..;...· ----..:...---..:.-'-- .Interior Sid~:_ · · ._ Requirecf ___ .·-___ ..,...._..,..... ____ '--'- Shown -------Shown -------Strt:let Side: Reqµir~d -"-,-;------..:...----'-,- Rear.: . _ ·Required· .... ·-----'---'------------ Shown ---------'-'--Shown ----,-----·Structure _sep·arc:~tiorn-: -_Requfred -......... --------Shown -------. i LJ :o ·o: . _c3, Lpt_Coverage.: ·Requited _________ Show11 ______ _ [] '.0 -:o . 4, H~ight: Required ________ _ Shown ------- 'Shown ----'-----,---:5. Parking:· ·$paces Required ·. -----------------G 1.,1 est Sp,µc;:~s Requ·ired Shown ' . -------------=---____ _..;..._-=-@iXr O Addit.ional Com'."ents (Jl · f'~~ide . d&\ S %haw;115 boi.:! . \:\:he; ; r 1~ive£JJ"!t ~ ~Su~:+ ~bow VI~ deJd;~. A~ -~-~f~ It .. H~ City of Carlsbad 98234 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, July 9, 1998 Reviewed by: hl A~J / U (., Contact Name Sean Tracy Address 8810 Rehco Rd Ste F City, State San Diego CA 92121 Bldg. Dept. No. CB982086 Planning No. Job Name ISIS Pharmaceuticals Job Address 2280 Faraday ____ _.__ _____________ _ Ste. or Bldg. No. ____ _ 181 Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications 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 Department Use Only Review 1st. __ _ 2nd __ _ 3rd. __ _ Other Agency ID CFO Job# __ 98_2_3_4 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 \ I ~ l"1 ·s. ,l{ ) :·,.._ .. ., ...... ...t PRIME STRUCTURAL ENGINEERS 16980 Via Tazon, Suite 260 San Qiego, California 92127 Tel (619) 487-0311 \ STRUCTURAL CALCULAT10NS CiJ-10A , _/ I si S Plil avma. Uvt/1 Ca1.JS w d C,WWJ r: r · · PLAJ/1 thJ ck-h_ r u,bwr~tfetl .. S~ I -fhrn. 1-f_ ---=--~-.... ~1::::-.... ·--~- -I :-~!---!"" ~" -{-~-----,--------~ -" --• --" -----. -----• ------------.. ' • ~ J ' ) t :... : ' ! ; ' I i • ----.-:--,-,--r-r----r-~-:-: : -t ., : ----- ____ ._· i~~ 1,PA,12, ~ p~ ___ : ~-----------· f ! ,: l > I ! ! , > l I --. :-. -: :: · i ·. : '. . 1 N~ . t--i ; 1 • ___ -, : • ---------:'----•• ---- ' : j • ' • • fqrap( (A ! } }~ '. \ I • 2,.,8 ' 1 ~-.i-.. J7·· ewwito 7:WJ,/4· -J -: __ :~->=~~----=-~-~ir~r--·~ -_-,-~--_-: __ ~-. _ _ _ _ __ ---: .-!-i : ·: ~14-~ t14f{A N s_~ M.. . . ---,~ i_~ .. _ ; _ _ _ _ ___ .. .. _ , .. : ---· ._ :-":_o/Uf,. _c;~~_;~__;_"'"_'!----:_--.::.-._~_...:..--~~-'.--,-:~:,,l~_:_·o_,,~o __ o-:'r __ r-~_;_---·-~--~+::-+~---·-:-~·---·~ .. ---·-· --------;---,-:··-·*---------. ___ '._ _______ i_l-. ,_0>1 __ ----_ ----- ' ,,,.; .. ? ______ 1 -----' • _____ i __ -·-----~-' ------------------·--------· --------' ! ' -· --------~-___:-,-:-.:-=-.=. ~------------- J. { ,.Le. l -t j. j , . . ~1-+-·~· +j .c....:-.-4-J. _-··-i. :!--~--"-'--"----'-i ·--'------------'------·-----______________ . ______ _: ----·---·-··--·---·--·--·-··· >{ J • ! ') 1 t I 1 l l .. , 1-< ~ · !-.. -l i l i i i ---------------: --.-----_-----~-------,:-··: ·--~A--sFRm, rMucE-lURAL---~-~~~o~,--------- __ tr· --t,'--_. :+j~--+J'.:c--+-l·-----,!i,-.--f:l.:...:.-:.:-·· -tl--t-J-,_--"--! -;-, --~----'-----i-,-.---+---.1.---""' ! _ t · ···k ,,r> ".""' l~:O-i Ji r -; ·-, . · ~ -. ' ~ ENGINEERS-SHT~-41-·.--- 1 _ .M~-"",-Kkit'.irO.E::1~--=-. _;__ '.--.. 1' ~ -f-__;,___L __ L_ J ,_ ~ J __ -t1 ... c..,L ·. 1 . -. J, .:f j l -.I ' I - : : : ! .. ' ·--· --,~--. l ! \ l • • ---------------- r·~,, ' ---,-·----·----------------------------- -------- E ::=-~· _ _v)~?Ao:vp-ft~t, > Yilf.i.ti_i -,)ti;'i!f · -----------------------_,. -------------------· "f· ·-~ ~ "·-t-·-,----... --... --,-_____ .., ___ ,4,.J---..-,.,-, . .J,;. ---. ------·------·-··--·------~---_______ _:::::_.·._ ---·-- _ .-· ·::· · ___ ·_w~~ --i;1oiifi.'?I?. x-½~~, ~ ti~tP_ -------·---------· ----- ==--=--!/Jr Wi7}}tfo17ttJ-----------=~-=_-----_-----_________________ :_--------_-__ -__ ----_-- --·--·---w-~------f ·--· ----------------~----------------· __ F_, ___ _ ------"'--_ o~mlf , y2-'~-tfL'::JfL t-1f!b2)_.,,__10:_';fe) _ --. -----0 I I ,z,c5' __ -------·-----·---.. -· --. ------· -' ... --· -·--------------------- -------·-------. --· ---··· •' 'A --I h f _ __ __ _ _ __ _ _ ____ Wf/._~!)p pr __ --~'-? __ :-rJfl . ------------· -· ----·-·------·---· ------- s3B "•;: .· PLATFORM BEAM s1pi2v1s0b4148TBEAM ANALYSIS PROBRAMs1p9v1s0t4148T SPAN LENGTH= 24,00 ft LEFT ·c:ANT = · 2.50 ft · ·RIGHT CANT= 2.50 ft UNIFORM LOADS (k/ft & ft) \JQ wl Xi \:•/ .,. 0.028 0.080 -2,50 26,50 0,165 0,000 -2,50 14.00 (1,282 O, 000 19,00 26.50 .. " •" REACTIONS (k) L'OAD LEFT RJSHT llead ·2,586 3i0b3 Ma~ : Live 1. 170 " i lt't. J. r .! j •.J Tot~l 3r757 4.234 n1n : tive -{},010 -0,010 Total 2/576 3,053 .~-;~..-.. : ·¥.i\Xlfilt·i;rO'RtES'· ·: · ·• · ·~::· 1 · .v· ma,x:.,,,= -~ 3. 26 1; @· 24. oo-f t M n:.c.i~~.:; 1E1,5'3 kft .@ 11,22 ft . M ~~n ·= ..:t.22 kff @ 24.0if ft ·. Md min= :0,97 kft@ 24.00 ft .M=Okft@ 0.41ft M = 0 kft@ 23.45 ft DEFLECTIONS ····(EI = ki nA2) LOAD Defl (in) X (ft) fot ,J 16'3%08/E I 11. 85 -569504/EI L.C. -551865£~r. · . _. ·R, L' .. sOBOB/12/98 98-?0A (6.60);0pl0.00h12v0s0b3T .. . Lrve· .. ·-.. 597 i 911tr • -12 ,;)() ...... -.c cc;. ' · • • ~--·.~-· · · -•··••· ·-- -199066 /EI L.C. -193066/EI Dead 1102077 /EI -370438/EI -35279'3-/fl Main Span TOTAL DEfl El L / !BO !062255 L / 240 14iEt340 L / 2EO 2124510 L~VE Defl El L / 360 746496 L / 480 995328 R,C, midspan L,C, R.C. Cailt.. ( i ocal) EI 9872 13163 13744 EI 2/(H) 4050 ,, f , ' 1 "'·-· . . , .... s3B .. \ ·i..; ~ .. : '· PLATFORM BEAM s1p12v1s0b4148TBEAM DESIGN PROGRAMs1p'MsOb4148T Left Cant Lu= 2.50 ft Right Cant Lu = ·2.so ft Brace Spacing.= 2.20 ft F..eam Braced@ Sup?orts Pos. i101J1rnt Lu = L(l(l ft Brace Spicing = 1.00 ft .6ovJ Deflecti~n : Hain Span Total = L/180 Required I = 27 in"4 w· 10 x 12 Fy = 36 ksisO~ . STRESSES !ksil . Max. Shear Fv = 14.40 fv = 1.74 12 Z ·M~in · Span Fb = 23,76 fb = 18r26 77 X · Leh Cant Fb = 23.76 fb = 0.94 Tatel; Main Span= 1.09 = L / 264 Left Cant= -0.37 = L / ---* Right Cant= -0.35 = L / ---* Live : Ma.in Span = 0. 38 = •••. • i'aft 1···,,~ : -<°) P} ': .... ,_ _,,..JI~ '· r lu Right Cant = -0.13 = Dead : Midspin = 0,71 Left Cint = -0.24 . . Righflanf = .:.11.23 * 1 oc al W 12 x 14 Fy =. 36 ksisOB STRESSES (ksi) Li 752 L ./ ---f L / ---f 68 % 12 % 12 I: -'j••; I/ -.;.:.. Ir 4 X Max, Sheir Fv = 14.40 fv = 1.37 9 Z ft; = (i,f.9 M2in Span .,,t.eft Cant Right Cant Cb = it (F) Fb = 23, 7f, Fb = t3,76 Fh = 23,76 fb = (i,98. 4 Z DEFLECTIONS (in) Tot.:.l: Mc.in Sp2ri = 0,E:~, = L / 435· L!~t C;nt = -0,22 = L / ---1 Rig~t C;nt = -0.21 = L / ---1 7 ,, ! !, i 't I !i Live! Main Span= 0,23 = L /1239 19 X Laft c~nt = -0,08 = L / ---1 Right Cant= -0.0B = L / ---1 Deod: Midspan = 0,43 LEft Cant= -0.14 Right Cant= -0.14 ".1 'I ,... ,. ,, ., ~I h sOBOS/12/'38 98-70A (6,60)s0p10.00hi2v0s0b3T ... . ---~---* lo.cal ___ ··-·-------__ ·····--·---······· ···--· --------·---·-··---· s3B 1 .·· ~._3B BM AT UNIT END sOBOB/12/98 --.-;,.,._ -·. 98-70A A PR!ME JOB : •...u.,,......,L:.."- /"0& STRUCnJRAL DA7E: s1pi2vls0b4148TBEAM ANALYSIS PROGRAMs1p9v1sOb4148T (6.50)sOp10.Mh12v0sC efl'~ ENGINEERS SHT: SPAN LEN6iH = 8.00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) wd wl X1 (J,333 0,040 REAC:TIDNS OJ ,. LOAD Deed Live Total 0,(10 LEH 1. 332 (1,150 V·, ,,,. 8,(10 i r 332 o. i60 1.492 ··· ·• ~AXIMUt~ FORCES ~. · -V il1a:5 ·=-. \1(( rrii ~:: 1~33 k @ 0,00 ft 2,9!fkft \? .. 4,(l(l ft DEFLECT1DNS LDAD Live DEd Deil (in) 3fi8b/EI ·30f.B9/EI 4~(H) ft 4:00 ;~idsp;n i;o,,, Dt:f!ection : Total = L/180 Requi n~d· EI = E.4454 ki n"2 4 X 8 #2s0B ..... Actu2l : 3.5" x 7.25" Design ~er 1991 NDS Douglas Fir-Larch STRESSES tosi) 'i:V = I. 13 k @ 0, £0 ft tFv. = 86 fv = 67 Ft' = 1420 fb = 11S8 "'0 ,., 0·1 ;_;t., 'I. % Li ·12 LDF = 1, 25f Cf = 1. 30 1 C:1 = 1. 0(1 * S,:.--tm;sd by D1:ad LDF = 0, '30 DEFLECTIONS (in) CE= 1600 tsi) ~-: - ., " s3B -·: s3B 2X SUBPURLIN s(!ii0Bii2/9B 98-70A A. PRIME JOB : 6 firs;-, STRUCTURAL o.\-:-E: ~-- slpl2v!sOb4148TBEMi ANALYSIS PR03RAMs1n9v1sObAl4BT i~ tr'i)c:i•p'ti "h,,1.1.,,vi·, !iM,~ El\JGlNEERS Shl : ·111 i-"T \.._110\a ..:\.' J,-..,,\.l\:.11 .......• ,1.:·~-"~---------~---la!:-....i SPAN LENGTH = 8. 00 ft (Simple Span) UNIFORM LOADS (k/ft & ft) µd \./1 X1 0.075 0.040 0.00 REACTIONS (kl LOAD LEFT Dead 0.302 Li""' .h Or 160 Total 0.4E,2 -~. ... .. MAWiUM FORCES X2 8.00 P~tHT o.~:02 0.1&0 0,452 Y max = 0.462 k @ 0.00 ft M [ax = 0,924 kft € 4.03 ft \ DE~LECTIONS (EI = kin''2) ·-LOAD Defl (in) X ( ft j 1C:b44/Ei 4, (:0 Live 3685/E I 4. 00 Iie:;d €'358/EI mrdspn . ?o~. tfom1=r.t Lu = 1. 00. ft Brace Spacing = 1.00 ft Gov, Deflection : Total = L/180 Required EI= 19958 kinA2 2 x. 6 i2sOB Actu;l : 1,5il x 5,5 6 Design per 19S1 NDS Douglas Fir-Larch STRESSES {psi) Shear@ 'd' y = 0,41 k @ 0.46 ft Fv = fii:i ll J fv = 74 Fb' = 1622 fb = 1466 f,3 Y. 130 % Live LDF = 1.251 Cf= 1,301 Cl = 0,99 R!petit!ve Use Me1ber [;ff LE CTI mm (in) (!: = iSOO k;;i i fot2l = 0.32 = L / 300 60 % live = 0.1! = L / 667 28 % Dec.d = :). 21 ~-': .. _:_--:, :_ ""zf:<-. lAJpJ._ ~ 12,P{H gf c-CJ~ f/f · ---· "-w~.; t&fs-Px &1~ 1,2.p-p!P -:-.. . , ... -.. _vJi;-%_·_ ~. f2fS/xfl 1 + ,¢ooJh1/bY 1/4-1 ~ /&t:1 £If . w~-i { · I fl p3.P-Y 4 ;: (f 4:-f It . r/J{}J2 _ 0 I ;ps h_ 7 + UDJ-/2-/7::> x I I 13 33 1 ~ I 1--/ . o p_ IP y{/{;Q v I fl r.e0.tf · _ . ~-& 4p!.P -. . . s2B .~, ~-. ·,;:·. ~~. _. . . -... ........ ·· .. ·. . ~ EXIST PURLIN N/ UNITS s1 p 12v1 sOb~ 148TBEAM Af~AL YSIS F"ROERAtis! pSv1 ::.Ob4 i~BT ~.. . SPAN LEW3TH = 23: 57 ft UNIFGRN LOADS Ck/ft & ft) O.G% 0, i28 Ot!21 !)JOb~ (i i OSE. ti: 128 ·. ?E?J:T1DNS-~~kJ lG\D " ~i\'E 7 .. ,1. .. i !\.11.·~.l Tot.al De;d i4f4?EC/Ei 655135jEI Xl X2 Y. (ft) 1 i: 75 -Ii .-...,. ! l d)/ ~:. .~ . ?os1 Moment Lu= 1,00 ft Gcv: Dsilection : Total = LIISO ~ecuired EI = 93!8CB kinA2 Actu2l : 3,5" i 13r25h Dou9l2s Fir-Lar(h (~) STRESSES ( ~:: i ) fv = 75 _ • : r-·,r -L ! t-•..:t: ~i =i .:. h r & PRIME JOB: ~o I ~ STRUCTURAL DAiE: LBJ.la ENGINEERS SHT : ~ ~ .. ,,;.:. ___ . ,_ i i 1 i --, -; . \, ' -. -------; --------------------· .--I-.--------, --------- I •, ---.-----------~~ --- . . -. Po~ ~ \~A?Sr_ ,gi 12-LJf ~ i -'?~ ·; ·4, -1L,1f. 'y_ l/'v :::: /4 --.·--c~----------------------------- -----------_____________ ::'f__-r-~--------~-----trov1r~ ? ·/1,w'?:?f:< -~e~7 1*frg1124 ~-i,Q~ ----------- L ' .! ! ------------I '. 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I 1 · ! l ! ! , : 1 --·-t ---J·---=--1-~-J---.-.,0 ... ~~~..__:---w---i-.. ~ ---, ~~ ,~, -~·-r-:-+----t· -·-· 1~ i ----7 1~---·r· -t -t -1 ~ i-· ;- .:: 1-_-·_1r~.:-i·· ~--· ~~t -),,;;· o;·_J f 11t,·1~·:0t E*f:~~f!"---'-,-. ~_,__)_....,..,____...:____,...;. __ _ , -. , 1 ~VV-i--r-v\DI_~ UL-~-~_ , , ,: ! -~ j J-_-:~L-~i · t~:-·1--· l l~.-I. L: t_ .--1 l I-_ ! t. ! 1 l .j •, -, · 1 · ~ l . l l l : . 1 j · · 1 j: l. i l l : · : , ----- i ·t: . -.! I I "t --1....'._J -1--=1 ---l-~. I . i I j .; i ,-,-!--+~-=-· ,....,,_i--+-+--'----_.:...._--'---! I -) ·· t-Pt "I ? 11 1 ~--1-~-I · 1 , l -I ~1~ -~P: ri?J!i i , .: !· qr r ~ t ct ·1-rg' J,1.Jr i : : ! : .. . : . : . . ~:-.~-~ ... ; ·-T ..f:= .. : •. . '. . .'. r i j.: ; ,-: " TA ; ~f)(<c/:u~ . ·'o. _._ ---·-··---· ·-·--- ----·· ; ----1-.------·-. --~,o .---.----1---, -----------tJ, ~ st 'Ila_§:~ --. -. ---· ----... ------------------------------------"··"··'-/AZ~ ___ , .......... ··-...... ~-· ______ ._--,_--___ ._ ... ,--·.: .. .......,:._'-4_·:..,~--(,_._..-,1»_. -,:,--·1 -. "1,.,•·-, ____ ,.., . ._ . .,..\,.,_.._ "1.-..--,,....__,.. ,,.,......., ••t-.......-~<l---,----~) • ~-·, --~J;:____ • •r T • • -~ -r --, --,.. -, -a.~ : : . · .... · -. ---w~-·--lF i.:~ =f Gilby·--.· -·-·-. ---:--' -~·-----------~fi-,--1---------------·~ 2:fP-__U&r_()_ ______ ~--...... ---- = --=-~t;_~~~-ty~~~~~~-~~ t·4-1L~~ -~ ~~:= --~ : _ ------- ~---:_ ~-~_rf :}~~!-~l~'~f.¾st,;;r£J1!;;~;_-----~rtei~~ ~ ' I • (!. 3/-.tlf .-JJ __ -____ : ) ____ l{________ ··-· ·---··•····------•-• ... ---. ... ; .. L •· : : . : ;. . ' ; . •. I. .• I i : . I ' ! ' i ! : . -. : C',n:::'. . tn A n,. A ,r- ,. !.-~--! f I I : --'. . DW L!.lt.¥.!_[_VVI., I / t· j . 1 i , J ' 1 ; 1 ~ ----------------------------! . . .. I \ • • I ~ r ·f9~ ~ ]~~&1(2f ~4@p_Jf~i,~l/i.;;~t~k-: ---'-''tL'Q+\?~fxg}L2fj-~~~/d I i .. ' : I , I ' ~r-~ l i I i I ; ' : ; ... ; _: ' ~ J ~ -~. : ' : ~-::.. l :· : ;-----~-----'---------~~~-:==~-~~=--~~--~---~= • •. 1 • l?M---V -~ _/J. ~--~lir<--~UQ;._ Ll~li@.i-~(i)=r@.J~--==~=~:---~---~•---, ___ .:,=· ·, ---.. ~~. ---.-· ·_, -.---------i-~-i·; 1 'c~i!~)-J' ~-l /. {jov 1 -T ·1 --, i--: ~-rref'L~·;z~v----. ----. : : j J7 ~171 r . 'f 17 ! . t/b, ___ ~_L--, --, ·1' • -----------------·----·-- . . '~ , ; fl : ' : ! ' . ---,------, -...,..~~,-9,-1 Uc --~~--. v, , '.UJ~ J?6~i_ WG/M) ~-i1.~f2-lf--~--~-~~~=-~~ f-:_, . . /1=(_: _· - . ! _J._,_. __ ·_L_ ____ ·------·~-••-'H •+ ----------·-·· . . .-Fi ,---241 _. --------·-·-·----·-·------------····------------------------· -----· --fli ~-ri-_ f? ---~ (-~--·-I _:::_ ¾-~ ---· ---· · Pv?_ 121~f xK __ x_?)t_ ~ 1,,W _____ _ ··-....... -------------· --·---·-· ---··- ·--------------------------.. --------- s3B '• ... s3B .I , EXIST B-1 s1pi2v1s0b4148TBEAM ANALYSIS PRDGRAMslpM s0b4146T SPAN LENGTH= 34.00 ft (Simple Span) UNIFORM LOADS (k/ft & ftl X1 0,028 0,000 o.oo POINT LOADS (k & ft) Pd Pl 2-.47() 2.300 4r g:j(l• 2,430 . 4:·B)30 2.430 3,630 2;300 LOAD Live .. Totai MAXlNL!M FGRCES 8,00 i6,00 24.00 32100 LEFT 3, 8'35 10,501 v··, r,.1. 34, (ii) RIGHT 5,555 U max = 15,73 k @ 34,00 ft fi ITiB:X ~ 12&:27 '}ft @ 16:0~) ft DEFLEc:T!Or;S (EI = kir/'2) -LOAD Defl En) X (ft) T0tal 2512!546iEI 17.19 Liv2 88040S3/EI 17105 Dead i&3137&8!EI widspan fo·s, Moment Lu = L 00 ft Br-ate Spacing = L 00 ft Douglas Fir-Larch (N) STRESSES (csi) Shear @ 1d1 : V = 15r74 k@ 32,13 ft Fb' = 27':!8 fv = 205 f~ = 3504 ~25 % {-- DEFLECTiONS (in) (E = 1800 t5\J Tot;l = 2187 = L / 142 Live = 1,01 = L / 406 Dead = 1,85 sOBOB/12/98 98-70A (&.&Cl)s0p10,00h12v0s0b3T ... . ------------~ -. -~------· -.. --~ ·---·---·-' -------· ---. -----·---· - --".:, .. :.:=B ",. .. ., .. .... '"·t. .• p. EY.J3T E:-2 .,,;o"": ______ _ . ___ s 1:.,1. i 2v i ~J.foa., -~ .:iH.-,' R.·E.'·.,.,, "'" Y'" ~ · ---.., ... -MnRL 61 ~ SPhN LEf~GTH = 34, 00 ft ::Eir.:plc Bran) :34,00 -:~-:--.~; 2t~;f7 REAG:I:NS (k) ! n.l.r1 ~:Jr.i..: ~-;, :"u\ ---: ..... : LEF! 3:B?.5 1/ ~~x = !5:35 k , @ ~ ~a~ =. 132r55 kft@ iiEfLECT~f;N5 <El = kii1··\L) LCtf.D Je:fl (in-) 2532(i7f.~!EI 8SG4=tj3/EI i75l2!0~/EI i 7 = ~.:{~ Live Douglas Fir-Larch {N) ~::R::~::s ',..-: ) k E ~-~, 13 it 7v ::: 2; :: 'b' = 17% : t.~ ,. ; ••1.) ls ::.-- <-- ;;0508/i:2/58 ) ' ) . I TIMBER BEA,•·1• n·-ni iH CDKf'USITE --------------------STE~L RtiNFOfSi~B, -----------~T BGTTGM ---------- (sai;n = 0) b = d = ,.. r:· = 5:125 22r5 iii, in. = ~RS<l J 7.-~t f:b = Fv = Jpr.n = RE I f~r'GP::: i r;G ' --_1:: - ds = E·:. = ,_ ! =· = 34 ft: !::~:I T£R I~; 2;30GG 7:5 VC"' ,.,._.J; t::: 3ECTIDN r: = (: k/~t, t: •• u;-1; 1orm Ur-: for 11: V !L = F:P~f·Y AL VIL= ~TL= <0 t-:,p = fb bot = = ! : :?5 iG,i~ 132:55 2:525725 i, ! ~!~'.9'35 A TT A;::k~~Eff! f " \:= :;;;v1 := V= .. i ·:i.:.-ii n:.: ·1 ;,t. C;ici c,f ~ = ::: : : r-1-,: _,,··.: J.; i .""I! i.i..L.' • .-t-;= .:,·. :_,t -·.:: .:7 :··: s3B --: .... EXIST BK-3 SF'Ml LENGTH = 34,00 ft (Si ;r;pl ~-Span) UN!FORH LOADS (k/ft i: ft) .. z; 5et 2: ~~:;:1 z~·si){J ·. 2,500 : , 51J?i ,. Z?~{!ti •... . : :(:: ~:)G O, ;:;o(~ -. ;) : s~:;c: ·-it eeo · Xi 0. {H) V I, !f,(H) 24.()(i ~EFT :"-·:ir,.~ ":: .,!".:.! 9:027 34rCO :rB82 V di2,:; ·-i2;: Sfi k @ 3::1, ~;o ft M ~~l ~ 99:24 kft ~ 16:00 ft riEFL~CT1DN3 (£I = kir/·2) X (ft) Tot2l 2C050332/E! !7;06 L~v2 :3214611/EI.. 17::)4 ,· !.,. -\1-- T~til = !,39 = l / 21& 23 X LiYE = C:E7 = L / ;11 Sl % ~ r 1~s.Px811J4' t 46V1J-/t Y.2(Q~/2:; ,Q,{f~ · .. P~i-~. lip~fy&f ){li1 -1-4-1 xti) ~ / .1?;,;f<._. ,.._ l7p~ ::-(~~pygr 124-1 ::-Z,?:>~ ·· .. .. rt/J/ l4JSPrt(f24'7 1,,,* ,..!.··· . . p94-:: I 2f}SrY&-'x ~1 I 1)14--f to/2-4 + lf/i-1) e-1<0/ ~ . p~q ~-f{ . fl . I ( l If I I · 11 .,:::; 'h q /(, t s.3B ,'• ;.•. ···.: BK-4 SPAf~ LENGTH = 35 t (:0 t t LEFT C~.t.J.T = , ·· n C-riJU ft RIGHT CAKT = b.00 ft _c •1t· '-1' ~_,v .':' CZJJ . . : .· -. _2,-3:)(: . ._?.3C:(! ~;31~(; 2;2(;!) ·2~ ~:(;O · ... 1 :,~:')0 ·), ~=;:i.~: 2 I -~oo ? I ::,r~(l 42..:CO = = LEfT ~0,583 -G,73'3 i'3: E~4 ~7,37 kit@ _:~5,:34 kft € full span} L i L / !'",,-~;: ,.,:: j L j 350 ~Efl \~;1) 123752;)7/EI 1~)150212/E! Sii95!5/EI !07574S5iEJ :'3753Si i1,050 2!13E:2 (i, (;(1-;~ !5,(H) ft ): f. f';.) i :J (;-i 1.~,1_:i.,. C: 1-· ! ,· •. , EI sOB08/ 12(38 '~S-70A f-A~ ,4n~ • A PRl~E ~? __ :_v~-l /t?'f\ c-:-:-·ucw-:i,._, c."'.~-~1 ' e.,.... ~ '--" t I\. ! v-u.. i5 j~~:.:t,1:. ENGINEERS SHT : I l.---------------.!---:.:...i> J s3B "':\..,o·,.! Dt~---! l.•il "'j -J•.• -.. • .... ;1pi2vis0b41~8TBEAM DESIGN PROSRhK;lp3v:sCb4148T Right C6nt Lu= BlQO ft Brace Sp2cing = 8~00 ft Bea@ B;-~i:2d t~Siipp::1rts P0;: Moment L~ = 1,00 ft R; '::!1 ~ ::.c::: ~ Liv2 LDF = fv = . Fb 1 = Fb 1 = i ··:.::; :. : j_,-_• ~ 0: 5~: = 1::1(;(1~~ :-_•.•-.·~··· :;-:; ,:i: 'i '38-70A . f ,, r'=~ PRIME .J011 : e$"{,.~ Sffi!JCTURAL D.~i::: 4iiilA1~ ENGINEERS SHT : ~ '/Jt1'19 ~ .. .,.. . . r~ {.Lq 1'/-~/t~&Y(.Oc[q.tjpsf .1½ ~ *1 -. -·-½J.~ l~~13fJ./y P"' ~ !Wptf . {v.fv'/--+-_.......:...:..__~-~:::,___- 1 · · .. b/+~ 8/o. z,<5 --12 < lt.P/riAJJ ~ /2.1 ~ U ~ J.o {1-07ft:)ll2j ~ L4b -<UD ~ V.i:. · v)?f'l !{£~ t/2,'rf LM,~V'S. IN( Z-11 MIN p!;N~ Cd:::: y =-o.t2i s(o.r3) . w~ /.7,;>b { vv11'X)) ?) c/.. > ? 1;1.fl 1-:0) x 2-11 ,-.4}56 0.ti {/ ?0) . ?Ji11[1·?f1JJ z, (c{)si415).,-4fD D .. tJ lf.?h)[s1-~ G ;:; 4i r t ; p-e-r Q e,,,rc.w I Scrt1JJ& re it d .,, 3!!b-=--;. M . 4g7 l ' 11 ._·_. _-_M~. ~avi ~ gL-tJ 11 'lf/h'cv.J i~ tzd ~ FJ>~ tJ;;psfK EJ, lbfl.P., nMi Load~ Lvt,5Ps/x ?,,_'5(-4g_ 7s-flf _______ ~-tHflLCOMeJJJrJJ _ o1f-£JJ .... ·,~_-,_. /i.1,;.:-£0/3)'2-~ 12AJ 7b~lb-x-li-~I44 fa --,n . . . ~ , __ ·: ··. MrJ ~ 4~t)'Z-= 1/1°/&f-b x/2~ 1 wt fc.1v; . g- " . 4f ~ ¾ ~ lA1_/@lflfJ) +-4,{lt/(O,(/,l/1) (i,y ~ 0.&{1?&) 0,/,f ,9/.p- .:;: o.u4 ~1. ~ ~ l)J/~~yl;)Y 11+ . .,. . •"1'" • = 1p 12v 1 s0b4148TBEAM ANALYSIS P~'.DG~AP!s1 pSv! :Oh41 ~fT SP At~. LENGTH = 5, 50 ft LtfJ c:Ar~T = o, (H) ft RIGHT CANT= 1i50 ft UN i FO~Jl LOADS OJ ft. & it) Xl 10TAL Def l L J 180 L / Z40 1705/EI ~~ -1106/EI 0/EI -1105/EI V:ai !1 Sp2n EI 13324 2= (H) X2 c.: r· !-.;I.•: EI 853 i70& sOBOB/ l ,)iS8 SB-320 f . A PRIME JOB :~1M\ l ~ STRUCTURA.L D,~-:: _fJ,IJf ! t~ ENGINEERS SHT : --1 (6.60}s0p10:00h12v0E0b2T ., ,. I 'JI ' J.' f"' & PRIME JOB :Zli?fM\ I fr~ STRUCTURAL DATE:~\ \ Ji~;;, El'.\GlNEERS SHT : =4Ad \: •, t~ ~l~(<UbfUiitltJ. . . . f)!Lt\,Y. ~? /4,J? &½ II· f uJrn-~ /-i.o rt-hi ''to 24p1P ; p;: t;o~f --~--------. ~ c:-o01/i o·i1dvif --~- .. ,_ . "• t% l Sf S1A P.:f vt. ~~uJ ,, ('Jo 6/ uov Vlb0 N~ L/><~ € 'tA-P.?tklE •-:!. ... -fJYI~ Jo1sT 6 L-1N€ @ b'r1 AN C {) L} ~-JI ----~· · · _WD ~ l~p~f)c 8.7 11 ~ 0~t7l.P , Wwp )wpsh 8. = 1urtP ' ' p ;:_ I~ g--# @ ~ ~ ll ,{ IV½ 11 ~ CDtvf p tfl!L,fP/A,J f t}Jb.6 1 t ~r • 12-p[h'}i: ; 1& r1P VJL~ /0fhg 7 /2-Jflf 'PPI ~ /J p&fv 1 1 Y gr ~ I {f 81f r~ ~ ~l?ri c vv,ND) £?it <£1 f1 lMt--vtN -e.f:_ . ·f vJ17 r; qll ptf ______ JY1,.. ( 2 g pl f .. '•.:: •... J,. .-. i ·-.~-• ·.:.· r-~ PR'ME JOB :qgJr /ft'£> STRUCTURAL DATE: '.LI \8-6~ ENGINEERS SHT : ~\ l .. s.• ••f' .... ... •... ....... . . . s!p12v1;0b414BTBEAM ANALYSIS PRDBRAMs~p9v!sOb414BT SPAN LENGTH = 8.00 ft UN!FDRN LOADS (k/it, ftJ wd ~·l Xi }''; ,~ 8,00 Y, (l, i)I);) 0.535 o.:2'35 V r2~ = Q.535 k Vd ~~x = 0,535 k De;d 11801/Ei @idS?2~ Gov~ ~e1lection Total = L/i80 R2~ilired EI = 22295 kinA2 ~esign :er 1591 NDS Eb f·-1 = fb' = !737 !b = 85S 43 % Ci = 2;µ~tit~ve Us2 Keaber f s~v;rn~~ by C22d ~~F = C,S) -_J.. ... ; = t, i =: :=.•t-::'.l ·.i,;...: = Li E.17 Live = O.OD = L / --- ::.OPGS! !OJ·;a 13S-70A "I .... r-& PRl~E JOg :¾if' \ /'v'c, ETI~UCTURAL DA~::; __ ; #'},&_, ENGINEERS SKT : ~j s2E ,- .'• • ..i.• C~E[t EX1ST =·tP_12v i s0b4 i 4BTBE?Ji ~NALYs;s UNff~u~ .. ·.t,:, ; 11 ~J~DJ { k It·•,·. ,t ___ . -~ · · !t j -;::--___ _J)~: :L: ---- iL i23 ~) = 00 23:57 '-~ 1\ ~GG ~; !be · f.E?.CT J JNB . L~ VE ~:E-aG STF.'.ESSES Sh:2r f; -, - P! (:: (i(:0 ;~! r tJ\~1) f~\ . ~· .. S:00 !E.1 (!(: ; : : :::, it 5~)2 . -~·-: 2:,c- l ,3Gi ~ I 508 :2: 8! ! }. (ft) 1;, 78 1: Gt ft i ! (i(} ft ·:-~., ,.;-t --:.,. A PRIME JOB· 1 "ii-, t::"[DUCTU . 1 Jfi,'~-£, ~ ·.' RAL o•-:r.· l &·~ ENG!NEERS s~·t SPAN ~ENGTH = 23,20 ;t {S~ii,pl2 S~an) ··' ~~ X 7.50 • ~ .. 'l,_,_ ~ ·~-· --..: . f'.£AC:! ~ Jt:i ( f; --~:~r: ... · .. ---~ .-. = 2:_75 ~ § 1s: 1e kf.t· ~ :?3,50 1£0~073/EI il:70 Live ~7D~d~/=J 11s75 Pe::-r (iDriierit-Lu = :1 ~?0 f~ Br~ce Spacing = i,:)O f; Sh2;i~ ~ ?Qt V = 2 = 50 k @ 1: ! ::: f ~ ,., ~J. ""!.·· . ....... JOiST (D + WJNnl SPA~~ LENGTH = 23, ~O ft UNifORM LCADS (k/f~ & ft) ?~'I:~T ~D;t~_;~_~.~.:·:: ~: c,~ " ; -..: ~--:~: :5~ 0:000 ;; • (\~;) ~-0 ~ f,38 i l. •• .... -.-.- i.·: L:'.~ ! : 527 ,-"7 ._,, v; J,,:., = .· .. -A PRIME JOB, I//~ l IV£ STRUCTURAL DA;-E: ~ .~ ENGINEERS SHT : l-------------..::=:=~ {;! -:,~-~ -.:~t··--·.: .. · .. · .·. : -.- JOIST 4X16 CD f L) .. ,., .· ~ .. w I ·,· 3: :58 3ll~ t e :1,57 i _ 22127 kft 2 14;!0 ;; .. °D~FLE:::) I CNS· ~D~J (Ei = i37(:t57 /EI F'::1£-, .f.!r_,1",!P_·_r:t. · __ i n. --• ·, V '-.i /'J:J f ~ R __ 'f ._:· :_· ~---i-. r. -• ~ .J!-.:-::Cl:"'~9 = 1,0(; tt ~ouglas fir-Larch (N} STRESSES (u·;i) ;y = :~:3 :"t 1 = 1~:7-5 Live ~Df = i'/ = :~ = r" •• -, i:;_._ :"::/(: = : : f,5 = L~·/E :: ::::8-~ = L / ~}{: <-- =,\:f:t)B/ i 1 .fSS =39-70A r-A PRIME .K)9 :v)~lt' Pt'~ smucruRAL oA~: -i l~ ENGINEERS SHT : _14-j ~ E: fO) ~-t~~ l :) : ~)::~~--12-~os·~~t13i <ii;.' ; . _ .. · · ... s3B 2PAN LENGTH= 27.57 it . -~-. . . • • • :~;. 1~A};TJ DJB L(;~f; . :::;l:J35 1:733" \"•") :,.;. C: ••• t•t, : I ;: •,': )I} Ii- l/ _,,. - 1. r:c,.-:; · -13:;f) !::ft @ 1!:1313 ft 101:12 kft@ 14,52 It ii:Tl (in) X (ft) r_-;;"_n:, ~c:_'1,!a_-,-_-,'.·_·,.·_,·,-: •, ~' ~ . 1~.-.-1 -; 0-;::.1 = :_, .,.::ii) Act~iai ; 3: )'i x 13,.251: }cJ£l3s Fir-~afc~ (~) sOB(~e / 1 i /SB '3:3-7~)h A PRIME ~ STRUCTIJRAL ~.t:1~ ENGINEERS 0. < O • , t ' I, · ERTIFICATE OF ·c·oMPLIANCE .:. . .-_. · ··._:. ···.Part 1·ot3:_:· ····, · MECH-1 . ' . ' . . ' DATE PROJECT NAME Jl.Jt,..'-j l, I Cf~~ DATE OF PLANS BUILDING CONDITIONED FLOOR AREA $ • .-f. BUil.DiNG TYPE NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEWCONSTRUCTION D ADDITION ALTERATION O UNCONDITIONED (FIie Affadl!Vit) METHOD Of MECHANICAL COM ~ PRESCRIPTIVE D PERFORMANCE D ENVELOPE COMPLIANCE ATTACHED This Certificate of Compliance lists the building features and perforrna·nce specifications needed to comply with Title 24, Parts 1 and 6 or the _Califomfa Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR ~lf:Ve. IJv'f:p~ SIGNATURE DATE 1 I The Principal Mechanical Designer hereby certifies that the proposed 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 mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: ~ 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 or 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. O I affirm that I am eligible under the exemption to Divi · n 3 of the Business and Professions Code by Section ___ _ of the _______________ ,,_ode to sign t s d cument as the person responsible ror its preparation: and for the following reason: --,''---:,7'~----,,...,.------------------- PRINCIPAL MECHANICAL DESIGNER -NAME UC. NO. DATE a:tf3.rlt? w~-H ;12~386 i Indicate location on plans of Note Block for Mandato INSTRUCTIONS' TO APPLICANT . . · . · . , . · · . · · .,. . : .. :·-:·, :·. · · . · .-. · . For detailed instructions on the use or this and all Energy Efficiency Standards compliance forms. please refer to the Nonresidential Manual published by the California 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 compliance. MECH-3: Required for all submittals, but form does not have Jo be completed if location of mechanical equipement schedule is Indicated on the form per Section 4.3.3 . . MECH--4: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. Non1"identla/ Complance Form JIJl'f 1995 ~- l f I I CERTIFICATE OF COMPLIANCE.: '. .... · . .·.· Part2013·.·· . ·. MECH-1 (\ ' • ,I ,• ' • ' PROJECT NAME DATE J \J\1 \, \ '¥18 SYSTEM FEATURES ·· , . . · :. , . · · I MECHANICAL SYSTEMS .....-1.__svs=TE=M=NA=M=E======~~~-=I ..... _A_H_ .. _~ __ __.II c.. u · ~ 11 e,01 ~ NOTEJO ..: . ·FJELD ··,:.= TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION· OUTDOOR DN.1PER CONTROL? ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP. TYPE j HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER /' I HEAT PUMP TiiERMOSTAT? ELECTRIC HEAT? VA V MINIMUM POSITION CONTROL 7 SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? ... : Nonrasidential Compliance Form ? H <{, H/A N ti/A ti/A i y e, r\ rJ 'I ~(PO I -I- ... At-\-0 I- c:::.~SZ.. "'3'{ I'-')(. c:. '2.u, ' I ~ Bo\ \..W-j tJ Ttu-r;,_'1,rf;f ,~ (;:L-f:'C,.. to N'D. IH r1n -_,, ?lt(Z..,tz.l~ -:a:"'"" ".u..044 Co") . ···:,:, : : .· ... ::.:-..;:=\:· ', ··. ·····-· ... .-· . <",• .. }/. : ·-.:._:_;· ·:· .:.r=. -::.-. _..·._./ .. :. _:_.-:;:·:· :'.·=··=·=·········· ·····:·,·.-: .... ;.;:·· .::-.. ·,:-:.·::,_:·.:;" ::··:.:·:=-.:.:-:· .. ·· :.· ·:. ... -·._ .. ,' :·: ···.:-.-··· .. . -.· ·:-,. -· -: .... ;.·, .··. :,, '. -··::· '• .. ·-.... · •' .. :: ' CODE TABLES: Enter codo from tabla below into columns above. I TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes 0: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V:VFD Y: Yes 0: Other N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM B: Air Balance A: Auto A: Air Enter Outdoor Air C: Outside Air Cart. G: Gravity W:Watar CFM. M: Out. Air Measure N: Not Required Note: This shall be no D: Demand Control !Gss than Column G oo N: Natural MECH-4. ~ ,::]··:· :· ·: -·· ·:, .. ····••·· ..•. ~~~~~l\t~ •. :~_-_f_,:_:: ,,:, ·:·-:-.. : DecsmbfK 1991 ~I •' ,, :1 ,, ?I :'I l' " ERTIFICA1E OF COMPLIANCE ... · .: .. ·Parl3ots ... :. MECH-1 ... . ' PROJECT NAME ( l'I. • SYSTEM NAME DUCT TYPE (Supply Return, etc.) A\i--& (\oo~ e!>, A•) SufPv'i '-'- DUCT LOCATION (Roof, Plenum, etc.) f'\.,eN u t'\ . 00 DD DD DD DD DD DD DD DD DD DD DD DD DD DATE .J ~ L I Clft8 DUCT INSULATION A-VALUE 2 · l NOTE TO .:::,, FIELD .i· " ·. PIPE INSULATION · .-: · . · · . . .:.... : . · ·· · SYSTEM NAME ·· PIPETYPE (Supply, Return, etc.) J..t\· 8 :-\-\~ Sv ~'j ~ rt~OJJ eo \ L--f<t. J 5'-ft;-ro,,.. \-\Si ~ H,.v $ufP~ ,) fl-e"t1.J(\"-,) INSULATION REQUIRED? y N ~D ~D DD DD DD DD DD DD DD NOTE TO: .:'FIE([>_':' .:·:·,:· ···:=-: .=: :·.:.: ·:··:·:.:·:: ..... :·:. : .... •. ,:··· .·.:·.-:·,:::··._·.: NOTES TO FIELD-For Building Department Use Onlv ; . ., . : .. . ·. ' : ' . ' ', . . . . . o{/J. :,t .. ···.···. ..... :•,• "•,. NonroskkmfjBf Complianc:6 Form ·:·.; < ·,.·'.··· ·,·: ·. -~-: .. ::'.:: ',', 09C6f11b9r 1991 /. ~ 1 r r r ' ,,. ~-,. ,· t l l' ! 1, I r. t [; i -~ l . ::: ~: F· ., .. ,: ; .. q i ,. ,. ,: f: !.' !: :.' •, t. . ~ PROJECT NAME \5\7 ?~ A C.6..;rr\ Cfel,. '? DATE Jvv':1 \ , I "l 't 0 SYSTEM NAME ~.\-\-8 C fl,~ {ia:>O ~p) I oo 7o e,IJfS\Of-t\l(Z FLOOR AREA f. . GI 7 '1 O >· • · • NOTE: Provide ooe copy or this loon !or each mechanical system when using the Proscriptive Approach. SIZING and EQUIPMENT SELECTION . . : . · . . ·: · . . . · · · 1. DESIGN CONDITIONS: • OUTDOOR, ORY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, ORY BULB TEMPERATURE 2. SIZING: • VENTILATION LOAD • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC. EQUIPMENT ·OTHER -OTHER 3. SELECTION: A. SAFETY/WARMUP FACTOR TOTAL CFM (From MECH-4) WATTS/SF # OF PEOPLE (From MECH-4) WATTS /SF (Describe) (Describe) TOTALS COOLING ~ 1---'1-5---1 ~ 70 75 -,s 4 t>S, l e, bE . \0 4. 4~ - ..... EB <&,'2.C\ B. MAXIMUM ADJUSTED LOAD (Totals from above X Salety/Warmup Factor) ~g ~~ C. INSTALLEO EQUIPMENT CAPACITY IF LINE 3-C IS GREATER THAN LINE 3-8, EXPLAIN KBtu / Hr KBtu / Hr FAN POWER CONSUMPTION . ' .. ! ' '. . ' . ,• .... · .. ··,... . 1,,. ; I'•', " . DESIGN FAN DESCRIPTION BRAKE HP ~ ~S'~ NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM !or VAV systems. Nonrosid9ntial Compliance Form EFFICIENCY MOTOR DRIVE --- NUMBER PEAK WATTS CFM OF FANS BX EX 746 / (C X D) (Supply Fans) TOTALS I I Efi,·: TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F/Col. G 06cemb9r 1991 i-·· r ' r I I I I '• ' .. I i. l •. I ' ' : : • I PROJECT NAME ( ~' J SYSTEM MAKE AND DESIGN OUTPUT NAME MODEL NO. (BTU/HR) DESIGNCFM c:. u. ~ ,-A •\~ ~~A-HD#O 48~() l y·. HEA'l'ING EQUIPMENT SYSTEM MAKE AND DESIGN OUTPUT NAME MODEL NO. (BTU/ HR) e?iv~ 1'·2. T-'='~1:>~ rE' VWS ,-u+ :r,,,l°JI', 2 I 'l5'2. 1 (!) CC) , •--. ~r-,// Nonresidential Complianco Form UNITS F-6--12- ' ' UNITS Wf". DATE .J0uj \ I C\41; RATED EFFICIENCY ALLOWED PROPOSED 4.9 10.7 . ' '' ~ ,·: •••• • 4, RATED EFFICIENCY ALLOWED PROPOSED f/t)fr, ~ t-1. ECONOMIZER IYINI DD DD DD DD DD DD DD DD DD DD DD DD DD DD DD Docombor 1991 ' \' f \: ,. }; ' . Ml:OHANICAL VENTILATION . . . · ' ... _·. /... : .. -:·.· .. ·.-:i ~-· MECH-4 " PROJECT NAME SYSTEM NAME !NOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION ., . : . [Al [ID @] [Q] [gJ [I] @] [ill OJ QJ [R] AREA BASIS OCCUPANCY BASIS REC'D, VAV MINIMUM CFM COND. MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN TRANS- SPACE AREA CFM CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. (SF) PER SF (BXC} PEOPLE (EX 15} DORF) CFM CFM CFM AIR ' 110 . [ s lit/ ~ l-S ''2-0 l (1(9bO --- I • TOTALS (FOR MECH-2) I 0 I I 11..o 1111\ot?o I ,, Minimum Ventilation Rate per Section 2-5321, Table 2-53F. ' Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. 11 ZorKI reheat or recool Is used, I must be less than or equal to H X 0.3, or less than or equal to BX 0.4, or lass than or equal to 300 CFM, C• ~ whichever Is larger. Must be less than or equal to I (Ir applicable), but no less than G, unless Transfer Air (K) Is used. Must be greater than or equal to (G -H), and, for VAV, greater than or equal to (G -J). NonrosidlJnfja] Compliancs Form 09C6f11b9f 1991 I CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-1 PROJECT NAME DATE 1515 F~ARMACEUTICAL5 b-22-~8 PROJECT ADDRESS 18~6 RUT~ERFORD ROAD PRINCIPAL DESIGNER -ENVELOPE TELEPHONE Building Permit I FCA DOCUMENTATION AUTHOR TELEPHONE ~AL5~ ENGINEERS (bl~) 541-0788 Checked by/dole Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING TYPE PHASE OF CONSTRUCTION D METHOD OF ENVELOPE • COMPLIANCE D STATEMENT OF COMPLIANCE I BUILDING CONDITIONED IJ..OOR AflEA l~IZ> t,Q.FT. NONRESIDENTIAL O HIGH RISE RESIDENTIAL NEW CONSTRUCTION O ADDITION [8J ALTERATION COMPONENT D OVERALL ENVELOPE CLIMATE ZONE l D HOTEL/MOTEL GUEST ROOM D UNCONDITIONED (File Affidavit) D PERFORMANCE This Certificate of Compliance lists the building features and performance specifications needed ta comply with Title 24, Parts 1 and 6 of the California Cade of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. I !SIGNATURE /-'4t1 // L IL 1 ~ .hJ / ;_ YV1 _1_ I -IDATE b-22-~8 The Principal Envelope Designer hereby certifies that the proposed 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 110, 116 through 1 18, and 140, 142, 143 or 149 to Title 24, port 6. Please check one: J8:I 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 or architect. DI affirm that I am eligible under the exemption ta Division 3 of the Business and Professions Cade 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. DI 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 far the fallowing reason: _______________________________ _ • NO REVISIONS MADE TO ENVELOPE PRINCIPAL ENVELOPE DESl~N~~ ,]_ N~ME SIGNATU~ _ ~,,.1,A,e,, ur~tt~l• I"'~-~-1. ENdLOPE MANDATORY MEASURES l_/' '\__ I / / Indicate location on plans of Note Block far Mandatory Meas~ M -1 INSTRUCTIONS TO APPLICANT I UC. NO. ,,,,, ~AAJ /:_'.IG,, IC/I~ II For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please fefer to the Nonresidential manual published by the California Energy Commission. ENV-1: Required on plans far all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used far oil submittals: choose appropriate version depending on method of envelope compliance. I ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-volue to be calculated. Nonruidentiol Compliance Form July 19115 "' . ' ICERTIFICA TE OF COMPLIANCE Part 1 of 3 MECH-11 PROJECT NAME DATE 1515 Fl-4ARMACEUTICAL5 6-22-S8 PROJECT ADDRESS l8S6 RUTl-4ERFORD ROAD PRINCIPAL DESIGNER -MECHANICAL TELEPHONE Building Permit # WAL51-4 ENGINEERS (61S) 541-0788 DOCUMENTATION AUTHOR TELEPHONE Checked by/dote WAL51-4 ENGINEERS (6IS) 541-0788 Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS 6-22-S8 I BUILDING CONDITIONED FLOOR AREA 7S0 SQ.FT. BUILDING TYPE [ZI NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION ~ ALTERATION METHOD OF MECHANICAL ~ PRESCRIPTIVE D PERFORMANCE COMPLIANCE PROOF OF ENVELOPE ~ PREVIOUS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED COMPLIANCE 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 documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTAg>fE'~r~EEKs !SIGNATURE_// _ f (J UJ.,i, f c::,µ,~ . ,:.;_ -!DATE 6-22-~8 The Principal Mechanical Designer hereby certifies that the proposed 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 mechonical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: (gl I hereby affirm that I am eligible under the provisions of Division 3 of the Business ond Professions Code to sign this document os the person responsible for its preparation; and that I om o civil engineer, mechanical engineer or architect. O I affirm that I om 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 om o licensed contractor preparing documents for work that I hove contracted to perform. 0' affirm that I om eligible under the exemption to Division 3 of the Business and Professions Code by Section of the Code to/ig: this document as the person responsible for its preparation; and for the following reason: ,J ~ _// PRINCIPAL MECHANICAL DESIGNER -NAME s~~ UC. NO. DATE GENE WALSl-4 M26380 6-22-~8 MECHANICAL MANDATORY MEASURES I J I Indicate location on plans of Note Block for M~ Measures IM-1 I INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and oil Energy Efficiency Standards compliance forms, please fefer to the Nonresidential manual published by the California Energy Commission. MECH-1: Required on plans for all submittols. Parts 2 and 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechonicol compliance. MECH-3: Required for oil submittols, but form does not hove to be completed if location of mechanical equipment schedule is indicated on the form per Section 4.3.3. MECH-4: Required for all submittals unless required outdoor ventilation rotes and airflows ore shown on plans per Section 4.3.4. N0nre1idantiol Compliance Form July 1995 ~I I . :' : ' .•' ,. "• : .. ,_ ,_. ,•, ,. ',• :• .. ,. ~\ .-~ ~r I 1 .. •.· .•·, ' :.,· .... ~. ·.