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Home My WebLink About2035 CORTE DEL NOGAL; 4 BLDGS; CB900090; Permit01-30-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Permit .Permit No:CB900090 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation OccGroup Project Title 2035 CORTE DEL NOGAL CHAD PLANCK Sub Type 2130611000 Lot # $0 00 Const Type B2 Reference # NEW PIP 88-9 4 BLDGS OFF & MFGR LOT 10 & 11 PIP 88-9 6351-55 CORTE DEL ABETO Status Applied Entered By Appr/Issued Inspect Area Applicant KROMMENHOEK MCKEOWN ASSOCIATES 1515 MORENA BLVD SAN DIEGO, CA 92110 619 276-7710 APPROVED 01/22/1990 DC 04/25/1990 Owner ANDERSON, HOWARD MISSION WEST 12555 HIGH BLUFF DRIVE SAN DIEGO, CA 92130 619 481-2782 Total Fees ($958 00) $5,080 00 Payments To Date $6,038 00 Balance Due Description Plan Check Fee Fee 5,080 00 FINAL APPROVAL Inspector Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-nei PERMIT TYPE | H COMMERCIALQflEWGTENANT IMPROVEMENT 1H INDUSTRIAL D^EW QTENANT IMPROVEMENT PRESIDENTIAL DAPARTMENT QCONDO QSINGLE FAMILY DWELLING OADDITION/ALTERATION DDUPLEX DDEMOLITION ORELOCATION QMOBILE HOME DELECTRICAL QPLUMBING [^MECHANICAL QPOOL QSPA (^RETAINING WALL ns°LAR QOTHER PROJECT INFORMATION PLAN CHECK No EST VAL PLAN CK DEPOSIT VAL ID BY f)C . t /. DATE ( ft 3 &/ 2791 01/22/90 0001 01 0? 6038-00 FOR OTFICE IKJSE ONLY Addrcss CAM I NO VI DA Nearest cross streets BETWEEN CORTE DEL ABETD & CORTE DEL NDGAL LEGAL DESCRIPTION MAP 10062 CHECK BELOW IF SUBMITTED _ |X|2 Energy Calcs |x|2 Structural Calcs D? Soils Report Addressed Envelope ASSESSOR'S PARCEL ? 1 ^-—11 EXISTING USE PROPOSED USE DESCRIPTION OF WORK LOT 10 - ONE 2-STORY CONCRETE TILT UP OFFICE BUILDING - 55,100 SF LOT 11 - THREE 1-STORY MULTI TENANT TILT UP MANUFACTURING BUILDINGS BLDG so FTG BLDG A: 17.350 SF. KKXXK?€X BLDG. B; 13.576 SF. BLDG. C; 12.282 SF. CONTACT PERSON NAME DARRYL WHITE 3 KROMMENHOEK MC KE«9WWS& ASSOCIATES 1515 MORENA BLVD. CITy SAN/DIEGO . , STATE CA. ZIP CODE 92110 DAY TELEPHONE 619/276-7710 SIGNATURE 4 APPLICANT ^ /QCONTRACTOR OAGENT FOR CONTRACTOR QOWNER |X|AGENT FOR OWNER NAME KROMMENHOEK MC KEOWN & ASSOCIATES ADDRESS 1515 MORENA BLVD. CITY SAN DIEGO STATE CA ZIP CODE 92110 DAY TELEPHONE 619/276-7710 PROPERTY OWNER ME HOWARD ANDERSON MISSION WEST PROPERTI1S5KXX &KW.X X LESSEE 12555 HIGH BLUFF DRIVE - SUITE 120 STATE (-A. . ZIP COPE DAY TELEPHONE 6 7~ CONTRACTOR , NAME CITY SIGNATURE DESIGNER NAME JA/-IX NOT STATE MCKEOWN C'TYKROMMENHOEK MC KEOW WORKERS' COMPENSATION YET DETERMINED STATE LIC # 1515 M N & ASSOGE SAW? NO CONTRACTOR ADDRESS ZIP CODE DAY TELEPHONE LICENSE CLASS CITY BUSINESS LIC H TITLE tfRl^A CjqjjEGO DATE BLVD. CA. 92110 DAY TELEPHONE 619/481-2782 STATE LIC # 6617 SELECTED Workers' Compensation Declaration I hereby affirm that I have a certificate of consent to self insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE 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 SIGNATURE 8 OWNER-BUILDER DECLARATION Owner Builder Declaration I hereby affirm that I am exempt from the Contractor's License Law foe the following reason I as owner of the property or my employees with wages ns their sole compensation will ao the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through nis 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 complet'on the owner builder will have the burden of proving that he did not build or- improve for the purpose of sale ) I, as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 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 contractorCs) licensed pursuant to the Contractor's License Law) [~1 [ am exempt under Section Business and Professions Code for this reason COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act7 DYES ENO Is the applicant or future building occupant requireoto obtain a permit from the air pollution control district or air quality management district7 DYES SNO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? DYES HNO IF AMY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT i CONSTRUCTION LENDING AGENCY 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 ' S ADDRESS 10 APPLICANT'S SIGNATURE 1 certify that I have read the aoplication and state that the above information is correct I agree to comply with all Cny ordinances and State laws relating to building construction I hereby authorize reoresentativcs of the City of Carlsoad to enter' upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CUT 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 Expiration Every permit issued by the Building official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 18fi days from the date of such permit or if the buila'ng or worn authorized by such permit is suspended or abandoned^aj any time after the wo^k^x^^brmenced for a period of 180 days (Section 303(d) Uniform Building Code) L.OWNER [^CONTRACTOR QBY PHONE APPROVED BY DATEAGENT WHITE File YELLOW Applicant PINK Finance burkett Suuong October 27, 1990 structural & civil engineers & surveyors 3434 fourth avenue son diego, ca 92103-4941r.. - ar.a/City of ara . //io\ ono cccn Building Department Phone (61£> '«",, 2075 Las Palmas Dr. fax (619) 299-9934 Carlsbad, CA 92009 Attn: Mr. Pat Kelley Project: Mission West Dear Pat. At the request of the contractor, I am enclosing tins letter to report on my site visit of September 18. The purpose of this visit was to check the reinforcement of the concrete grade beams and perimeter footings with particular attention paid to the hold-down dowels for connection to the tilt-up concrete panels. Each hold-down location was checked for bar size, quantity and orientation (I should mention that the concrete at the interior grade-beam (Panel 1-13) had been poured prior to my visit.) My only comment to the contractor regarding the in-place reinforcement was that some of the hold-down dowels were placed with the wrong leg upstanding. He was directed to remedy these conditions prior to placing concrete. With that exception, the in-place reinforcement was approved. I have made several other site visits to check reinforcing and other items and if it would be helpful for me to document any of my findings, I could do so. Sincerely, Burkett & Wong Mark B. Batten Associate MBB/bgn V, October 31, 1990 TO FILE, Had a meeting on site with myself, Mer Camero, Keith Roberts, Ben Gibson and three representatives of Leroy Crandall and Associates Point of discussion was my letter dated 10-17-90 Crandall and Associates affirmed forcefully that approved plans were followed on buildings B & D even though reinforcement detailing was poor on building C during a city inspection They insisted that numerous corrections were made during the pour although no mention of this was made on their daily reports I questioned why after making corrections on buildings D & B would Neilsen's foreman not make the corrections on building C They stressed that they have a more cooperative working relationship with the contractor At this point the structural engineer of record, Mark Batten, of Burkett & Wong, interjected that the pour strip detail 4/§15 has only one critical component That is the panel dowels that lock the panel to the slab He stated that the footing dowels, the criss-cross rebars, and the "L" restraints around the criss-cross bars are not critical to the integrity of the building In light of this I asked that this detail be revised to reflect the possible lack of these connection reinforcements and plan checked through Esgil via Developmental Processing This would, along with Crandall & Associate's daily reports on "D" & "B", be in lieu of a destructive examination of the pour strips possibly causing more damage Meeting was adjourned along those lines RCU BY XEROX TELECOPIER 7010 ,10-26-90 11 17ftM , 619 458 0541^ 10/25/902321 S 619 458 0541 CPflHDRLLSD 24069,8 1 01 LeROY CRANDALL AND ASSOCIATES i Geotechnlcal Consultants FAX TRANSMITTAL T0 fed-FAX NO FIRM C.fT <£ Co risks A OFFICENO SENDER ov A a \ PROJECT PROJECTNO . fV\O SUBJECT C.NO OF PAGES 7 COMMENTS IF YOU DO NOT RECEIVE ALL PAGES INDICATED, PLEASE CONTACT ~? 9 at (619) 458-9379 10037 BARNES CANYON RD SAN DIEGO. CALIFORNIA 92121 TEL (619) 458-9379 FAX (619) 458-0541 RCU BY XEROX TELECOPIER 7010 ,10-26-90 11 ISfiM , 619 456 0541H> 10x25^90 23 22 S 619 «58 0541 CRflNDRLL SO 24069-8 2 82 LiROY CRANDALL AND ASSOCIATES 10037 BARNES CANYON ROAD, SUITE A, SAN DIEGO, CA, 92121 (619) 458-9379 DAILY FIELD REPORT JOB NO ' S90048.MO JOB NAME Mission West Building B JOB ADDRESS Carlsbad, California CONTRACTOR Nielson Construction TYPE OF INSPECTION/TESTING: Field Welding PLACE OF INSPECTION/TESTING Field DATE. REPORT NO WEATHER- PERMIT NO.: PLAN NO. APPLICATION NO. 10/19/90 90-644 10/15/90 v ' Weather warm and overcast, location Building "C", pour strip at perimeter walls. Observed the placement of 38 cubic yards of 3K psi concrete, mix design 95010N. Provided by Pre-mixed concrete set of four test cylinders sampled from truck #384, ticket #118334, with a measured slump of 4 1/2". All material placed was mechanically vibrated its full depth Prior to concrete placement, reinforcing steel was checked and approved for size, grade, spacing and clearance. Pour strip located at line A from lines 1 to 5, line 5 from lines A through E, line E from lines 1 through 5, line from lines A through E. Work observed complies with approved plans. Steve Grabowski 338 Inspector/Technician Reg No 10/15/90-60 hours DISTRIBUTION: (2) Mission West Properties c/o Gafcon/Tom Heustis (1) Krommenhoek/McKeown & Associates/Bruce Thomas (1) Nielson Construction/Kieth Roberts (1) Nielson Construction/Ben Gibson (1) City of Carlsbad REVIEWED BY: Thomas <H Cnapi Manager, Material ngineering PCU BY XEROX TELECOPIER 7010 ,10-26-90 11 2QOM , 619 458 0541-* 10x25-93 23 23 8 £19 459 0541 CRPNDfiLL 24069,8 3 33 LeROY CRANDALL AND ASSOCIATE 10037 BARNES CANYON ROAD, SUITE A, SAN DIEGO, CA, 92121 (619) 458-9379 DAILY FIELD REPORT JOB NO JOB NAME JOB ADDRESS. CONTRACTOR- TYPE OF INSPECTIONn"ESTING. PLACE OF INSPECTION/TESTING S90048MO Mission West Properties Carlsbad, California Nielson Construction Reinforced Concrete Field DATE REPORT NO' WEATHER PERMIT NO.. PLAN NO. APPLICATION NO 10/18/90 900647 10/4/90 Observed the placement of concrete at buildings D, pour strip and one precast wall tilt-up panel for trash enclosure A total of 38 cubic yards of mix design 95-010N was placed. T^ie^work-dbserved complies with the agp.--j.223^"ns. One set of four test specimens was made. Pour strip located at perimeter of building D at line F 9 from lines 5 trough 10 and line 4 from lines A to F. 10/5/90 Observed the placement of concrete at Building D, pour strip and one precast wall tilt-ujpjvaU panel for mechanical enclosure. A total of 38 cubic yards of mix design 95-010N was placed The woflTobseTvea-complies"" wtii-the. approved-piaiSP One set of four test specimens was made. Pour strip located at perimeter of building D at line K from line s3.9 through 10, lines 1 and 1.1 from lines A through H Rick Munoz Inspector/Technician 10/4/90 10/5/90 4.5 hours 700 - 11:30 5.0 hours 7:00 - 12:00 DISTRIBUTION (2) Mission West Properties c/o Gafcon/Tom Heustis (1) Krommenhoek/McKeown & Associates/Bruce Thomas (1) Nielson Construction/Kieth Roberts (1) City of Carlsbad REVIEWEDBy ^y^f Thomas Manager, Materials Engineering ROJ BY XEROX TELECOPIER 7010 ,10-26-90 10/25/90 2 T. 25 11 22ftM , 619 453 0541- S fc is 45S 0541 CPftNDBLL 5D 24069,8 4 34 CERTIFICATE OF RE©SSTERgD INSPECTOR CITY OF SAM DIEGO BUILDING INSPECTION DEPARTMENT CLASSIFICATIONS W REGISTER 1 N° 376 EXPIRES 6-30-91 THE BEARER OF THIS CERTIFICATE 18 AUTMORIZeBTO ACT IN THE CITY OF SAM DIEGO A3 A SPBCJAt INSPECTOR. -* , , Ken L Vareaav'-.-JU** ,^j 4852 San Diego This certificate must be carried and preg- entsd when reporting for s job assignment and upon request by a Building Official representative SH3NATURE OPHOLOSK THIS CARD International Conference of Building Officials KEM I. t/ARELA ! CERTIFIED SPECIAL INSPECTOR FOR STRUCTUBAI crTPE^/ME/CIAl The individual named hereon is CERTIFIED as a Special Inspector in the classification shown, having been so certified pursuant to successful completion of the prescribed written examination This caid is issued for a period of 3 years ending on. "/Z5/9Z No.355" Not valid unless signed by certificate holder r FCV BY XEROX TELECOPIER 7010 ,10-26-90 11 27PM 10'25'902327 8 458 619 458 054 !-> ') 5 4 1 CPflNDRLL £ [ 24069,8 5 05 CERTIFICATE OF REGISTERED INSPECTOR CITY OF SAN DIEGO, BUILDING INSPECTION DEPARTMENT CLASSIFICATIONS C.M.PC REGISTER No 357 EXPIRES 6-30-91 THE 9BARER OPTHISCERTIPICATE 18 AUTHORISED TO ACT IN THE CITY OF SAN DIEGO A3 A SPECIAL INSPECTOR. , ; J' - —•.*» \ Richard .A .-Munon i -', 13477 Tiyerboh^cl-/ San Diego VCA---9?130 -1 j CM 0 e> © 01 This wiirtiflcate must fw carried end pres- ented when reporting for a Jab assignment end upon request by a Building Official representative THIS CARD 18 WOT TOAWSPEPi! RO,' BY <EROX TELECOPIER 7310 ,10-26-90 11 253M__.619 458 0541-24069, Ft 6 , 06 ,£ CERTIFICATE OF REGISTERED INSPECTOR CITY OF SAN DIEGO, BUILDING INSPECTION DEPARTMENT CLASSIFICATIONS W.r,M.PC,PD REGISTER N« 338 EXPIRES 6-30-91 I THE BEARER OF THIS CERTIFICATE IS AUTHORIZED TO ACT IN THE CITY OF SAN DIEGO AS A SPECIAL INSPECTOR ^ ., . . C^.CL^^^ BUILDING INSPECTION DIRECTOR Steve Grabowski 9045 Newmont Drive San Deigo Ca 92131 ee & o-O © 0 O tn 03 OIW ^3 £ -§ E ° \! amcrican concrete institute Steve Grabowski 042-50-2073 intt FTMIMI P*rt«mwie« GtMiloittOM CONCftETS FtfttlKTESTtNO TECHNICIAN ••1*-.5 • r B,' XEROX TELECOPIER 7010 ,10-26-90 11 27PM , 619 458 0541-S 10/25/^0 23 31 3 .bis 45S 0541 CRflHDfiLL SD 24069, tt 7 07 CERTIFICATE OF'R'EGTSTERED'INSPECTOK— CITY OF SAN DI6QO. BUILDING INSPECTION DEPARTMENT CLASSIFICATIONS W REGISTER NO 451 EXPIRES 6-30-91 THE BEARER OF THIS CERTIFICATE IS AUTHORIZED TO ACT IN THE CITY OF SAN DlgQO AS A SPECIAL INSPECTOR AARON L. SLACK,,'. "\ ^ 3004 COMSTOCK ST,.XJ ' SAN DIEGO, CA 92I1J-- 01 t-. CSI •CO- '<Pri This cortiflcato must be cerrfod and prae- sntsd when reporting for e job assignment and upon f«<iuaot by a Building Official . reprasontatlve. 5?-^§323fc SiaMATt(RE OF WJLOS THIS CAKD IS ££O vo tO N3 --JCO COtO N) tO i-*~J CN C\ CO(0 4^. LAi OO O O O w CO ^HH H ffi co >T3 Wo Io2co B3r—oCO«-rl-t1-1qCOc5!5 8 | t3w qo Bo o O S3 ov>VO COl "tO Q o oo 5era CO O ignMix DesignDesignationSluncO O OCO CO CO> 53 2d > Od2:-R" 2!"" OB3 Q. 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O dd O 03a. a ^>a 5 : o n o ^ °°o $ £HI En O3- £ °00 3 S O 5 Is? 5S H g.1 ru OJ £ H O 3 S g oh^i 1 >5o 55 55 O ^a [—4 W | ^ ^j 2_DA7T3:REPORH 2 O o I8 CDISio30s w 5>O ?>SO) SO) lo Cn ^^ §m 0) 00 £3 3 S3 |P O S3n -a EL 3 5/1 93 I £5 o pio o\ 3 s- O S3 D. ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-I468 DATE:iAPPLICANT JURISDICTION: PLAN CHECK NO: Cl SET: ML PROJECT ADDRESS: PROJECT NAME: & £-0 PLAN CHECKER FILE COPY QUPS QDESIGNER 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 snould 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. j[ The applicant's copy of the check list has been sent to: V] 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 # By:Enclosures: ESGIL CORPORATION ^/.^ DGA DAA Dvw QDM ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE:- JH~QAPPJiirANJ: C-lJURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: £.3J-/ SET: PROJECT NAME :MA/<J(+.f^fqaTU.(Z.t / JPLAN CHECKER QFILE COPY QUPS PjDESIGNER (_ tL 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. s~?i The check list transmitted herewith is for your information, 2-x 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: NT] 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: CQfZfc • ITEM Telephone # ? Ill I27 By;Enclosures:3, // ESGIL CORPORATION UGA UAA Uvw QDM o/=. .. /<?•*' zi A. FLANS 0 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, California 92123, (619) 560-1A68. 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. B. GEKHJAL Provide the site address and a on the Title Sheet. vicinity sketch 0 Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions, Code. cUGCt- r/t-ML S&rS. ?F- rt./^/JS. S. Indicate on the Title Sheet whether or not a grading permit is required for this project Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) / Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. X X JA. Specify the uses of all rooms or areas. C. SHE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506 Show on the site plan all proposed v,alls, retaining walls and fences. Specify their heights on the plans Provide construction details if a part of this permit Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood **>—/ plains, open space easements, or other development restricted areas on the site plan. 12/21/89 D. 22 QM PROPERTY public property must comply yt. When two or more buildings are on the same property, the buildings shall have an assuned property line between them for the purpose of determining the required v.all and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limts specified in Section 505 for a single building. If this exception is used, show how the building(s) will comply with Section 505. fofZ- (Z61r<sfZe:tJC.tZ~ o/J6y When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation td the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than -z-°' ._f eet to a property line or an assumed property line, shall be / -H-^- fire-rated construction Section £-£-03. Exterior vails shall have a 30 inch parapet when less than / O feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709 ) The exterior wall shall have protected openings (3/4 hour) vhen closer than I & __ feet to a property line or an assumed property line Section Z-'Z-03. The exterior walls shall have no openings when closer than £ feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section "i-IS 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. f' 0 Projections over with Chapter 45 Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive Section 504 (b) Fire-resistive exterior vail construction shall be maintained through attic areas. Section 4304 (c) When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b). A covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade. Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d) Structural elements exposed in vails required to be fire-resistive construction due to location on property must have the same fire- res istive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section 03 BOIIDIHG AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. 12/20/89 0 G ELEVATORS Elevators shall be enclosed in a one-hour shaft HECpt If! TypO I a"^ rlT° TT f * rnnrt-i-iirt-inn *" _. _ 1 ._«.« Section 1706 shall _TQ—a tvo hour Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one—and ona-half houro in tseo hour chaftE. Section 1706 Elevator shafts extending through more than two floor levels shall be vented to the outside The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104. llQ. Elevators in high rise buildings shall comply ' with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b). \yL. Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a) Provide clear inside elevator car dimensions as required by U.B C. Section 5103(d) 6 and Title 24 2-5103(d 1). a. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, raotels, apartments and condominiums b Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s) 68" by 54", with a minimum clear door width of 36" c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 17/6. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. P. GLASS AND GLAZING Specify on the window schedule the and thickness to show compliance 54-A and B glass type v,ith Table 17, Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" abo\e the talking surface, unless the glazing is leaded or faceted glass Section 5406 (d) 6 Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches abo\e a talking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. ROOF A Class 32-A roof covering is required Table Specify roof pitch Roof pitch is not adequate for roof covering specified. Specify minimum pitch of l&Z Specify roof / Chapter 32 material and application. 183 Specify ICBO, UL or other recognized listing / approval number for roof materials not covered in UBC, e g , tile, etc. Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water Section 3207 (a) and Section 2305 (f) Show roof drains and per Appendix D of UPC. overflows Size drains Section 3207 (a) Show the legal basis to allow roof drainage to flow onto the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9.000 sq. ft and 100 LF. if sprinklered). Section 188. Z516 (f). B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. 1/5/90 11 IpU. Plastic skylights shall not be installed vithin that portion of a roof located vithin a distance to property line vhere openings in exterior vails are prohibited or required to be protected. Section 5207 (a) 7 Provide skylight details to show compliance with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing, Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents Section 3205 (c) Provide a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c). R. FERE Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b) Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior v,all Section 3802 (b) Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). , Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. '9. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). 20/.Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet. For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). 201.Provide fire sprinklers Section 506, 507, 508 or -3802 jurisdiction ordinance See also 7. Note on the plans "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 3803 Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. S. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section 2905(c). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report") The foundation plan does not comply with the following soil report recoiicnendation(s) for this project _ &\Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation 1/5/90 12 U. FRAHIMG yf. Provide complete structural details on the plans vith cross referencing as needed to show the structural framing vill comply with the design calculations and building code requirements. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements I 2S6".) Provide a special inspection section on the V_/ plans listing all structural elements requiring special inspection by U B.C Section 306. Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. 2/8 234. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3 Note cross bridging or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517. , Show blocking at end and at supports of floor joists, and for rafters at exterior vails Section 2517 (d) 3. Show solid blocking at ridge line and at exterior vails on trussed roofs Section 2506 (h), Section 2517 (h) Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5 • 245. Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord of trusses, (lo ensure loading will be as designed). /i jA. p. Show or note fire stops at the following locations per Section 2516 (f) a. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the vail b at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings vhich afford a passage for fire at ceiling and floor levels, with noncombustible materials. '. Show double top plate with minimum 48" lap splice Section 2517 (g) 2 i. Show nailing will be in compliance witn Table 25-Q. 3 Show stud size and spacing. Maximum allovable stud heights, bearing wall 2x4 and 2x6 max. 10', non-bearing: 2x4 max 14', 2 X 6 max. 20' Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o c Table 25-R-3. Note an A I.I C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. TffL.Detail all post to beam and post to footing connections and reference the detail to the plan Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear vails. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). [ 255J Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (d). i^L ,4~t J D CITY OF CARLSBAD PLAN CHECK NO. 90-90 SET I FEBRUARY 13, 1990 ADDITIONAL CORRECTIONS 2X9. Complete all the callouts and cross referencing of the ^.^ details. [29ol Specify combination symbol and species of wood laminations for glued laminated beams. Table 25 C-l, Part A. U 6C_ 2&i. Show the thickness of the precast concrete panels for all the buildings. Show floor ledgers at building D along lines 1, 4, G, K (4x12 W/ 2-3/4"0 AB at 16" O.C.) as called out on Sheet G-5 of the calc's °Z- Deis " 2. Recheck reinforcements for the 5|" concrete panel. Vertical and horizontal reinforcements shall not be spaced farther apart: than 3 times ,the^ wall thickness. Section 2614 (d) 5. Use 1988 edition of the Uniform Building Code for the lateral analysis of the structures. 295} Show all the holddowns for the precast panels for Building A as called out on Sheets AL-4, 5 and 6. (For shear walls along Lines 8, 7, 6, 5, 4.1, 2.5 and C). 2#€. Show the footing for wall along Line C per Sheet ALF-5 of the calcs. Show the required reinforcements for Panels W-4 (6-#5 ea. face) per Sheet BP-1 of the calcs. Show the required reinforcements for the interior panel with GLB (4-#5 ea. face over 36") per Sheet BP-3 of the calcs. Show 4x16 D.F. #1 at 8'-0" O.C. purlins for Building C per Sheet CR-1 of the calcs. Make plans agree with the calcs for Building D. Recheck DRB 3, 4 along grid lines A and 10. b.) Show DRB 8 (5 1/8x15" GLB with c=3/8") per Sheet DR-4 of the calcs. £eFef^- r° * ^' ^ ~^ OF~ 7V/Z? f>cA fS. Show DRB 15 (6x12) per Sheet DR-6 of the calcs. Show DRB 3 (W18x40) per Sheet DF3 of the calcs. Show DFB 19 and 21 (W14x22) per Sheet DF-8 of the calcs. CITY OF CARLSBAD PLAN CHECK NO. 90-90 SET I FEBRUARY 13, 1990 300. cont. Show the holddowns for shear walls along Line A and 10 (2-#ll) per Sheet DL-5 of the calcs. Show the holddowns for shear wall along Line 5 (#7 at North end, #9 at South end and #10 chord) per Sheet DL-7 of the calcs. X- Show all che required drag bars along Line G per Sheet DL-8 of the calcs. Cij Show columns TS 5x5x3/8" along grid lines A and 10 per Sheet DCF-4 of the calcs. 2< Show the required reinforcements for footing F-4 (3-#5 top and 3-#5 bottom long; and 9-#4B short) per Sheet DCF-4 of the calcs. Refer to footing schedule on Sheet S-15 of the plans. X". Show footing 48"x24" W/ 6-39 T and B along grid line 4 between D through G per Sheet DCF-4 of the calcs. y. Show the required reinforcement for footing F-7 (7-#9 top 9-u9 bottom and 3 ties at 12" O.C.) per Sheet DCF-6 of the calcs. Refer to Sheet S-15 of the plans. ?/. Show footing for wall at wall E-4 at Line 4 (48"x24" grade beam with 6-£9 T and B; #3 at 18" O.C. tie) per Sheet DCF-7 of the calcs. Refer to Sheet S-7 of the plans. If you have any questions, please contact Abe Doliente or Gary Angel (energy, mechanical, plumbing) of Esgil Corporation at (619) 560-1468. Thank you. A A DATg ?EE \yioui 77~ It. Hf-l . - 2. l-f To ITAH DATE: PLAN CHECK NUMBER ; MO ~~ \Q QVOLLEE WAGGONER FLAN CHECKER: Q|OWEN DILLOR ^ HOKRISOH -So PAGE 1 / | SET 27.-Shew extt stgns--fehe—eie -lighting plon(o). f As per Sec. 3313 «Mr 351* of the 1988 UBC. provide two sources of power to exit sifinj and exit illumination. ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: JURISDICTION: _ PLAN CHECK NO: op APPLICANT SET: PROJECT ADDRESS: PROJECT NAME:_/ jPLAN CHECKER FILE COPY QUPS P DESIGNER L 4- 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 resubnutted for a complete recheck. The check list transmitted herewith is for your information. Tne 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: 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 § By; fl-e*E-Enclosures: ESGIL CORPORATION /_ ^ DGA SAA Dvw QDM 0 OD PLAN CHECK NO. JURISDICTION: TO: PROJECT DATA OCCUPANCY: BUILDING USE: TTPE OF CONSTRUCTION: ACTUAL AREA: ALLOWABLE AREA:_ STORIES: HEIGHT: SPRINKLERS: OCCOPANT LOAD:_ REMARKS: FLAN CORRECTION SHEET GENERAL COMMERCIAL Date plans received by jurisdiction _ Date plans received by Esgil Corp /- z^ ~ f O Date initial plan check completed Applicant contact person Tel -77IV FOREWORD: PLEASE READ 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 disabled 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, Fire Department or other departments Present California law mandates that construction comply with Title 2k and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Code sections cited are based on the 1988 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in confonnance with the cited codes and regulations. Per Sec. 303 (c), 1988 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, note on this list (or a copy) where each correction item has been addressed, i e.. plan Be sure to enclose the sheet, specification, etc, marked up list when you submit the revised plans NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No. 50, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS (1988 UBC) JURISDICTION PLAN CHECK NO. DATE ^L - ^ O BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OF CONSTRUCTIOH/ALLOWABLE AREA ANALYSIS Building Designation Type Construction Shown Number of Stories and Height Basic Allowable Area Increases For Multi-Stories For Yards Feet On Sides For Sprinklers Total Allowable Area Actual Area Total Area Separation Halls Over Area Over Height Over Stories Building Use Occupant Load % Occupancy fr l/~ A/ / - IB n gOOd X 3 L-2V; 00& 17 ^>^~0 (Yes? No Yes CEa> Yes <3S Yes (5o> oFr/ MF£> IOTL. 0-z- & V-fiJ /- 18 FJ g O&CJ X ^> ^, 49^ / 3 -ST7^ ^Yes> Ko Yes <^5) Yes (T?& Yes i^S3) OFF/ HF& 8-2— 5-2^ c:•-Ay /- /g fT ^<3i3 O * ? 2^ i7^ £> /s, ^^. ^fes5 No Yes CJJo1 Yes (So1 Yes CNo> OFFf^FCi -7(± 6--z~ T> {/-A/ ^_ 26 '-^.v 200 O CffO' OfJ tf<LL S i^ u tJc i MI Tk / ^-5-, /co Yes CfJcTS Yes ^5o> Yes CUc5> Yes CR3> oF-F/C^-z J5-£~l £-•2- /f>e~± D Yes No Yes No Yes No Yes No *£XH>LL£> - 72- 1 t/) ( f ^ DS987 A. PLAHS 0 B. 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, California 92123, (619) 560-W68 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. vicinity sketch0 p. Provide the names, addresses and telephone Provide the site address and a on the Title Sheet. 0 numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code Indicate on the Title Sheet whether or not a grading permit is required for this project Show on the Title Sheet all buildings, structures, walls, etc included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group Description of Use Type of Construction Sprinklers: Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 9-A and 9-B Specify the uses of all rooms or areas C. SHE PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures Provide a statement on the site plan stating. "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate any side yards used to justify increases in allowable area based on Section 506. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. 17 ) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required disabled access spaces. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. 12/21/89 D. 22 LOCATION ON PROPERTY When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required vail and opening protection and roof cover requirements, per Section 504 (c) An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building If this exception is used, show how the building(s) will comply with Section 505. yr. 30-. ' When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c). See possible exception. Please show how the court walls will be made to comply with Section 504 (c). The exterior walls less than property line, or an assumed feet to a r_-,,___, _ ._ property line, shall be / -H-f-'fire-rated construction Section Exterior vails shall have a 30 inch parapet when less than / O feet to a property line or an assumed property line. The uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709 ) The exterior wall shall have protected openings (3/4 hour) when closer than I & feet to a property line or an assumed property line. Section Z-"Z~03. The exterior walls shall have no openings when closer than £ feet to a property line or an assumed property line. Openings include windows, doors, scuppers, vents, etc. Section "i-1/ 03. Eaves over required windows shall be not less than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710. Projections may not extend more than 12 inches into areas where openings are not allowed. Section 1710. /i. /t. Projections over public property must comply with Chapter 45 Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive Section 504 (b) Fire-resistive exterior vail construction shall be maintained through attic areas Section 4304 (c). When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b) A covered pedestrian walkway must comply with the requirements in Section 509 Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305 (i). Exterior stairways shall not project into yards where protection of openings is required. Section 3306 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade Openings shall be protected by fire-assemblies having a rating of not less than three-fourths-hour. Section 3301 (b) definition and Section 3311 (d) Structural elements exposed in vails required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected. Table 5-A, Section _ 03 E. BOILDIBG AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). As shown, the building(s) is/are over area for the Type of Construction shown. Table 5-C. 4yf f 12/20/89 9Jf. Openings in a three-hour fire-resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of ^all in the story and no single opening shall exceed 120 sq. ft Section 503 (c) A two-hour fire-resistive separation shall be not less than two-hour fire-resistive construction Openings shall be protected by a one and one-half-hour assembly Section 503 (c). A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503 (c) Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet boxes shall not exceed sixteen square inches and further, shall not exceed one hundred square inches per one hundred square feet of wall, may be installed and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall. Section 4304 (e). 99\ Clarify that wiring within concealed spaces ' complies with the Mechanical Code and UBC Section 4305 (e). 106. Ducts penetrating one or two-hour occupancy ' separation walls must have fire dampers A fire door is required for three-hour separations. Section 4306 (j). yA.Usable space under the first story shall be enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703. Show the basis for the rating of the occupancy separation you propose, i e., Item number in Table 43-A, B, C, Gypsum Fire-Resistive Design Manual; U.L., etc. Unless the entire building is sprinklered, storage areas in excess of 1000 sq. ft (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). K. EXITS yh. In areas v,here the occupant .load exceeds two exits are required See ~ Table 33-A Rooms with more than 10 occupants may have one exit through gnji adjoining room Revise exits to comply Section 3303(e) Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c) [108.) The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303 (a) Where a required exit enters a yard or court the minimum width of the yard or court shall be 44" and the yard must be unobstructed and lead to a public v»ay. Section 3311 (b), Section 3301 (b). Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway The exits from the exit court shall comply with Section 3311 (d) requirements for width, number, and protection of v,alls and openings v,hen the occupant load exceeds 9 Change in width in a exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311 (b). Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour f ire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly Section 3312 (a). ^C3. yA. ' Basements require two exits. Section 3303 (a). Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary occupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained In all occupancies, floors above the first story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). 12/20/89 M. CORRIDORS Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection Section 3305 (b) When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp Section 3305 (f) Corridors serving 30 or more occupants shall have walls and ceilings of one-hour construction except a. Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor b. Exterior sides of exterior exit balconies. c. Corridor walls and ceilings need not be of fire-resistive construction within office spaces having an occupant load of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in accordance with their listing. Section 3305 (g). , Exit corridors shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as for corridors shall not be construed as intervening rooms. Section 3305(a). One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies _rated 20 minutes. except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306 (b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). 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). Elevators serving more than two stories shall not open into required one-hour exit corridors unless protected by an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h). Section 3305. 153. Duct penetrations of fire-rated corridor v,alls and ceilings shall have fire dampers per Section 4306 (j) 156J 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) Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations Section 3305 (g). Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). terminate at the ceiling is an element of a one- floor or roof system. 1^8. Corridor walls may / only if the ceiling hour fire-resistive Section 3305 (g). 16O.When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor can a louver in the door be provided Section 3305(h)l. N. EXIT SIGNS ^62 Exit signs are required since the occupant load exceeds fifty Show all required exit sign locations Section 3314 (a) Show two sources of power for the lamps at exit signs Section 3314(d). Show that exits are lighted with at least a one foot candle at floor level. Section 3313 (a). Show separate sources of power for exit illumination. (Occupant load exceeds 100) Section 3313 (b). The exit sign locations as shown are not adequate. 12/21/89 10 0. TCT-TVATORS 167 ) Elevators shall be enclosed in a one-hour shaft i / T*fi-n-* T atl^ "TSi-rvrt TT V P fr\r\c *• *—i tf t^Lj^ra— shall hnnr shaft Section 1706 I 168i) Every opening into an elevator shaft enclosure shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and-ona—and ona-half houro in two hour chaffrft Section 1706 Elevator shafts extending through more than two floor levels shall be vented to the outside The area of vent shall be not less than 3 1/2% of the shaft area and a minimum of 3 square feet per elevator. Section 5104 1T/6. Elevators in high rise buildings shall comply ' with Section 1807(b). Every elevator lobby or entrance area shall be provided with an approved smoke detector as required by Section 5103(b) 17/z Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a) Provide clear inside elevator car dimensions as required by U.B C Section 5103(d) 6 and Title 24 2-5103(d.l) a. At least one elevator in buildings 4 or more stories in height: 80" by 54", with a 42-inch side slide door. Applies only to- high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums b. Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36" c. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. 174) Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 1Z5. Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car, except doors readily openable from the car side. Section 5106. P. GLASS AND GLAZING Specify on the window schedule the and thickness to show compliance 54-A and B. glass type with Table Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6 Glass in excess of 9 sq ft. with the lowest edge less the 18 inches above a talking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between Ik and 36 inches above the walking surface. Section 5406 (d) 7 ROOF f. A Class 32-A. roof covering is required Table r \ 180j Specify roof pitch. 183^ Roof pitch is not adequate for roof covering ' specified Specify minimum pitch of Specify roof / Chapter 32. material and application l&Z. Specify ICBO, UL or other recognized listing / approval number for roof materials not covered in UBC, e g , tile, etc©Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a) and Section 2305 (f) \jk Show roof drains and overflows Size drains ' per Appendix D of UPC. Section 3207 (a) Show the legal basis to allow roof drainage to flow onto the adjacent property. 187.) Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). B-2 and B-4 occupancies with over 50,000 sq ft. of undivided area and H-1,2,3,4 or 5 occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6 1/5/90 11 l1^ Plastic skylights shall not be installed within ' that portion of a roof located within a distance to property line where openings in exterior v,alls are prohibited or required to be protected. Section 5207 (a) 7 ©Provide skylight, details to show compliance with Chapter 34and Section 5207 or provide ICBO or other recognized approval lasting, vyf Provide plastic roof panel details to show / compliance with Section 5206 or provide ICBO or other recognized approval listing. I#3 Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents Section 3205 (c). 2^01 Provide fire sprinklers lp£Provide a minunum 22" x 30" attic access opening (or 30" x 30" if equipment is in attic). Section 3205 (c) R. FIRE EXUHGOISHiaG ]^3 Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). 1^6 Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior vail Section 3802 (b). 197. Fire sprinklers are required at the top of ' rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors Sprinkler heads shall be accessible for servicing. Section 3802 (b) ^!98. Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. yfa. Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). Provide fire sprinklers in rooms used by the occupants for the consumption of alcoholic beverages when the total area of unseparated rooms exceeds 5000 square feet For uses to be considered as separated, a one-hour occupancy separation is required. Section 3802 (c). Section 506, 507, 508 or -3802 jurisdiction ordinance See also 7 Note on the plans "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which vill give an audible signal at a constantly attended location " Section 3803 Provide class standpipes per Section 3807 A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation Section 2905(c). Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report) Z07 The foundation plan does not comply with the following soil report recommendation(s) for this project . '208] Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation 1/5/90 12 ,-~ >. '09) Note on the foundation plan that "Prior to 'CIx the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in v,ntmg that a the building pad was prepared in accordance with the soils report, b the utility trenches have been properly backfilled and conpacted, and, c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". 2/tf). Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Hi.i. Show height of all foundation walls. Chapter 23. Show height of retained earth on all foundation walls. Chapter 23. 3. Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. Note on the plans that wood shall be 6 inches above finish grade. Section 2907(a). 5. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f) Dimension foundations per lable 29-A. Floors Thickness of Supported'1' Stemvall Width Depth Footing 1 6" 12" 12" 6" 2 8" 15" 18" 7" 3 10" 18" 2V 8" •"Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. rtf.For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 19. Show foundation bolt size and spacing. Foundation bolt size and spacing for shear vails must be clearly shown on the foundation plan. Section 2907 (e). Specify size, ICBO number and manufacturer of po\ser driven pins Show edge and end distance and spacing Section 306 (f) Show size, embedment and location of hold down anchors on foundation plan Section 2303 (b) k Note on the plans that hold down anchors must be tied in place prior to foundation inspection Show adequate footings under all bearing vails and shear walls Section 2907 (b) 218 ' Show stepped footings for 1 10. Section 2907 (c). slopes steeper than Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, undisturbed soil. spacing and Table 29-A. depth into Show minimum under floor access of by 2k inches. Section 2516 (c) 2. 18 inches Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq ft of under floor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) 6. T. MASONRY Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and £9 wire in horizontal joints. Show height and construction details of all masonry walls. Chapter 2U. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. 1/5/90 U. FRAMING ( 236j yt. 2/38. y- Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements Provide a special inspection section on the plans listing all structural elements requiring special inspection by U.B C. Section 306. Where special inspection is required for masonry, note on the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent Section 2517 (g) 3. Note cross bndgng or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506(h), 2517 Show blocking at end and at supports of floor joists, and for rafters at exterior walls Section 2517 (d) 3. Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. 244.Show rafter ties, not more than 4 above the ceiling ceiling joists (h) 4. Rafter ties shall be spaced feet on center and be just joists, where rafters and are not parallel. Section 2517 JM,. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 245. Show 1/2" minimum clearance between top plate / of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Show or note fire stops at the following locations per Section 2516 (f) a in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the v,all b at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished, and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. 247 Show double top plate with minimum 48" lap splice Section 2517 (g) 2 Show nailing will be in compliance 25-Q with Table X9 Show stud size and spacing stud heights, bearing wall max max. Maximum allowable 2x4 and 2 x 6 10", non-bearing: 2x4 max 14', 2 x 6 20' Table 25-R-3 Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o c Table 25-R-3 Note an A.I.T C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505. Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). 255. ' . Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4714 (d). , 255.) Provide truss details and truss calculations for this project. Specify on the plans the truss identification numbers. Provide roof framing plan and floor framing plan. Section 302 (d). . frit. Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way Section 603 28l) Pedestrian walkway shall comply with Section 509 W. TTTT.K 24 HANDICAPPED ACCESS Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC X. ENERCT CONSERVATION 283. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 284. Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show compliance with state regulations for energy conservation 285. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". Please see additional corrections, or remarks, on the following page. To speed up the recheck process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describle them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please check. NOTE: The following provisions are contained in Title 24, Part 2, California Building Code, as adopted and enforced by the State Fire Marshall They are provided here as a courtesy to assist designers in developing the project documents All applicable provisions may not necessarily be included Please direct any questions regarding interpretations of the^e provisions to the local Fire Department Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load of more than six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one- hour fire-resistive construction. Section 3305(g)l. [S-2 Where exit signs are required by Section li*(a), approved and listed internally, externally or self-illuminated low-level exit signs complying with Section 3314 shall be required The bottom of the sign shall be not less than 6 inches nor more than 8 inches above the floor level For exit way doors, the sign shall be on the door with the closest edge of the sign with 4 inches of the door frame or adjacent to the door. Such signs shall be of a type which is perceptible to the sense of touch. Section 3314(e). Yes No S-3 J Where exit signs are required by Section V / 3314(a), all exit corridors shall be provided with continuous low-level exit path marking Approved and listed internally or self- illuminated marking shall be installed at floor level or no higher than 8 inches above the floor level Such marking shall be of a type which is perceptible to the sense of touch. Section 3314(f) S-/i Area separation walls shall not be considered / to create separate buildings for the purpose ' of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. EXCEPTION: Buildings separated by continuous area separation walls of four-hour fire- resistive construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. s/.In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a three-fourths- hour fire-resistive rating. Section 802(c). Section 1807 should be reviewed for all high- rise buildings 1/8/90 16 S/7 The exception in Section 3318 of the UBC has been revised so as to allow the omission of panic hardware at the main exit in churches (by using signage), only v,hen the occupant load of the church is less than 300 If emergency earning systems are required, they shall activate a means of varning the hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 flashes per minute. Section 720*» The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1A68, 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. 1/8/90 17 Date.^/f* Prepared byt .TiiT«isdiction Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO, BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION &-£DESIGNER PHONE I/-A/CONTRACTOR PHONE BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER Air Conditioning Residential Res. or Comra. Fire S-orinklers Total Value BuUdlng Permit Fee $ Plan Check Tee $ COM HENTSt. SHEET / OF Date i Jurisdiction Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK N0.__ BUILDING ADDRESS APPLICANT/CONTACT . BUILDING OCCUPANCY TYPE OP CONSTRUCTION OS~L )S.-£ i*J»l*Ter PHONE NO.Tjf/'?) 2,7^ -~ DESIGNER PHONE /-v CONTRACTOR PHONE BUILDING PORTION BUILDING AREA ^LUATION MULTIPLIER Air Conditioning Commercial Building Permit Pee. $ .Plan Check Fee $_ COM HEHTSi SHEET Z. OP •—*••. -..4! \ 111 > i it iT te. prepared by, PLAN CHECK N0 BUILDING ADDRESS APPLICANT/CONTACT BUILDING OCCUPANCY TYPE OF CONSTRUCTION Jurisdiction VALUATION AND PLAN CHECK FEE D 0/Esgil uJtttrer PHONE NO.C^^) DESIGNER PHONE I/-A/CONTRACTOR PHONE BUILDING PORTION Air Conditioninc Res. or Conun. Fire Sprinklers Bulletin's Permit Fee. $ Plan Check Fee $S I, COH MENTSi SHEET OF Date:Jurisdiction Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK N0._ BUILDING ADDRESS Jibes' C0&rtf APPLICANT/CONTACT BUILDING OCCUPANCY _ TYPE OF CONSTRUCTION PHONE S--£DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION A3LUATION MULTIPLIER OFP/CC? \55.10Q1P Air Conditioning Commercial Residential Res. or Coiran. Fire Sprinklers Total Value . Building Permit Fee $ t Plan Check Fee $ COM MENTSj SHEET OF CITY OF CARLSBAD PLAN CHECK NO. 90-90 SET I FEBRUARY 13, 1990 ADDITIONAL CORRECTIONS 289. Complete all the callouts and cross referencing of the details. 290. Specify combination symbol and species of wood laminations for glued laminated beams. Table 25 C-l, Part A. 291. Show the thickness of the precast concrete panels for all the buildings. 292. Show floor ledgers at building D along lines 1, 4, G, K (4x12 W/ 2-3/4"0 AB at 16" O.C.) as called out on Sheet G-5 of the calc's. 293. Recheck reinforcements for the 5|" concrete panel. Vertical and horizontal reinforcements shall not be spaced farther apart than 3 times the wall thickness. Section 2614(d)5. 294. Use 1988 edition of the Uniform Building Code for the lateral analysis of the structures. 295. Show all the holddowns for the precast panels for Building A as called out on Sheets AL-4, 5 and 6. (For shear walls along Lines 8, 7, 6, 5, 4.1, 2.5 and C). 296. Show the footing for wall along Line C per Sheet ALF-5 of the calcs. 297. Show the required reinforcements for Panels W-4 (6-#5 ea. face) per Sheet BP-1 of the calcs. 298. Show the required reinforcements for the interior panel with GLB (4-#5 ea. face over 36") per Sheet BP-3 of the calcs. 299. Show 4x16 D.F. #1 at 8'-0" O.C. purlins for Building C per Sheet CR-1 of the calcs. 300. Make plans agree with the calcs for Building D. a. Recheck DRB 3, 4 along grid lines A and 10. b. Show DRB 8 (5 1/8x15" GLB with c=3/8") per Sheet DR-4 of the calcs. c. Show DRB 15 (6x12) per Sheet DR-6 of the calcs. d. Show DRB 3 (W18x40) per Sheet DF3 of the calcs. e. Show DFB 19 and 21 (W14x22) per Sheet DF-8 of the calcs. CITY OF CARLSBAD PLAN CHECK NO. 90-90 SET I FEBRUARY 13, 1990 300. cont. f. Show the holddowns for shear walls along Line A and 10 (2-#ll) per Sheet DL-5 of the calcs. g. Show the holddowns for shear wall along Line 5 (#7 at North end, #9 at South end and #10 chord) per Sheet DL-7 of the calcs. h. Show all che required drag bars along Line G per Sheet DL-8 of the calcs. i. Show columns TS 5x5x3/8" along grid lines A and 10 per Sheet DCF-4 of the calcs. 3. Show the required reinforcements for footing F-4 (3-#5 top and 3-#5 bottom long; and 9-#4B short) per Sheet DCF-4 of the calcs. Refer to footing schedule on Sheet S-15 of the plans, k. Show footing 48"x24" W/ 6-19 T and B along grid line 4 between D through G per Sheet DCF-4 of the calcs. 1. Show the required reinforcement for footing F-7 (7-#9 top 9-#9 bottom and 3 ties an 12" O.C.) per Sheet DCF-6 of the calcs. Refer to Sheet S-15 of the plans, m. Show footing for wall at wall E-4 at Line 4 (48"x24" grade beam with 6-tt9 T and B; #3 at 18" O.C. tie) per Sheet DCF-7 of the calcs. Refer to Sheet S-7 of the plans. If you have any questions, please contact Abe Doliente or Gary Angel (energy, mechanical, plumbing) of Esgil Corporation at (619) 560-1468. Thank you. f <:. if- O AMP/OR 6uiLJ?ii& 14 fvJ/TT To &£ H£AT£P fll A ^F-lfl "f/o HMg/)NDi1foMgft AggR f^TrA/-g^. 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Submit complete one- line diagram of service and feeders. l*\ Indicate the grounding system to be installed for building service. 5S\ Indicate aapere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. . Indicate sizes of fuses and/or circuit breakers . . Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits, i.e. JJN, LCL. If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used. fl\ Submit plan showing location of all switchboards IOC Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). ^^L. Provide the required access and entrance to working space for switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan showing location of all transformers . ^i3. Indicate the grounding system to be installed for transformers. NEC 250- 26(c). jy». Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-16(d) Any questions on electrical please contact the plan 560-1468. Thank you. - 7 - PLAN CHECKER: VOLUE WAGGONER OWEN DILLON DARRELL MORRISON ^ Submit plan showing location of all panels. i' Provide the required working clearances in front of panelboard(s) per NEC 110- . Submit panel schedules. JWL Specify conduit and wire sizes. ~)3\ Specify aluminum or copper conductors and type of insulation. (20^Show approximate length of feeders. 2i^ Specify electrode conductor size and type wire, (aluminum or copper) . Submit electrical load calculations. p3. Indicate existing main service size. 2*. Indicate existing main service load. J5. Indicate new additional loads. TA. Indicate wiring method, i.e EMT, metal flex. Show -- ex-tt - signs on — the" plan(s). As per Sec. 3313 and of the 1988 UBC, provide two sources of power to exit signs and exit illumination ^" Provide receptacle(s) within 25' of the HVAC A/C units. UMC Section 509. Provide multiple switch lighting controls per CAC, Title 24, 2-5319. the required sign circuit(s) and outlet(s) per NEC 600-6(b). 31.) To speed up the recheck process, note on this list (or a copy') where each correction item has been addressed. i.e.t plan sheet, specification, etc. Be sure to enclose the marked up list when you submit the revised plans. checker shown above, at Esgil Corporation at (619) f S-S+r-e 7 7- ELECTRICAL FLAN CORKECTIOH SHEtn* S // f &T 2- JURISDICTIOK; C fr ft L $ %/>-d DATS; g* - ? - 7<s>_ QVOLLEK WAGCOKER FLAN CHECK KUHBER; ^ ~ ^ FLAN CHECKER: QOWH' DILLO« QDAKKELL HOKR1SON 52-) Pn.o\/i rl t, A\/e.K <<- fJ fL n e.-r f? n. a -7- <? ^ -r / ^ // ^/ S B - //< / 7 y . /?y LS.L, - /7/lA>sirlt Aio-rt. -T* / At r// <r ft-7 a A- ^^-, L/<;-rf< A —. TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Jurisdiction Plan Check No References to section numbers v,ith prefix "2" are to Title 24, California Code of Regulations, Part 2 (California Building Code) Prefix "3" is for Part 3 (California Electrical Code) Prefix "5" is for Part 5 (California Plumbing Code) Exemptions claimed for any item shall be requested in writing and shall include all data needed to determine "unreasonable hardship" as described in Section 2-422. SITE DEVELOPMENT V. HANDICAPPED PARKING SPACES _handicapped spacesProvide 2-7102(b) b. Space shall be so located that handicapped persons are not compelled to wheel or walk behind parked cars other than his/her own. 2-7102(c) c. Parking space shall be a minimum of 9 ft x!8 ft. with adjacent marked 5 ft. loading zone Double space shall be 23 ft. wide. Where a single space is provided, the loading/unloading zone shall be on the passenger side of the vehicle. 2-7102(c). d. Maximum slope of parking surface in any direction shall not exceed 1/4" per foot. 2-7102(e) e. Parking space(s) shall be identified with the International Symbol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36"x36" and painted at the back of the parking stall). 2-7102(f) f. Entrance to parking area (or at each stall) shall have a sign stating that unauthorized vehicle(s) parking in handicapped space(s) may be subject to tow-away. 2-7102(f) g. Entrance to and vertical clearance within accessible level of parking structure shall be 8 ft. 2 in. to any structural member, duct or pipe. 2-7102(g) CURB RAMPS a. Curb ramps shall be located wherever pedestrian path crosses curb. (2- 7103(a)) b. c. d. Curb ramp shall be 48" mm. width (2- 7103(b)) with maximum slope of 1 in 12. 2-7103(d) A level 48" mm. depth landing is required at top of curb ramps over entire curb ramp width. 2-7103(d) If no landing is provided, the slope of flared sides shall not exceed 1 in 12. 2-7103(d) Surface is to be slip contrasting finish sidewalk. 2-7103(f) resistant and a from adjacent f Border markings shall be 12" wide of l/4"xl/4" grooves, 3/4" apart, located at top and sides. 2-7103(h) WALKS a. Site development and grading shall be designed to provide access to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc 2-7101(a) b Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of Sec. 2-3307. 2-3325(c) c Walk width shall be 48" minimum, and shall have slip-resistant surfaces. 2-3325(a) d The maximum cross slope shall not exceed 1/4" per foot. 2-3325(a)3 e. Gratings are not possible. 2-3325(b) allowed whenever f. At each gate or door a 60"x60" level area is required when the gate swings toward the walk. 2-3325(e) g. A 48"x44" deep level area is required when the gate swings away from the walk. 2-3325(e) h. A 24" clear space is required at strike side of gate or door. 2-3325(e) PEDESTRIAN RAMPS a. A path of travel with a slope greater than 1 in 20 shall be considered a ramp. 2-3307(a) b. The maximum slope shall be 1 in 12 2-3307(c.l) c. The width shall be 4S" minimum. A minimum width of 60" is required where a ramp serves as a primary entrance to buildings having an occupant load of 300 or more. Group R Occupancies may be 36" when the occupant load is 50 or less. 2- 3307(b.l) d The surface of ramps shall be slip- resistant. 2-3307(g) e A 60" intermediate landing is required at maximum elevation change of 30" and 72" landing at each change of direction (over 30 degrees) 2-3307(d 1) f Landings are required at top and bottom of ramps 2-3307(d 1) g. Bottom landing shall be minimum of 72" in the direction of travel Fig 2-33- 11A h. Top landing shall be 60" x 60" minimum 2-3307(d 1) i. When door swings onto top landing, minimum depth of landing required is door width plus 42". 2-3307(d.l ) j. Top landing shall have 60" mm. width when door swings onto the landing, with 24" on strike side of door at exterior ramp, or 18" at interior ramp. 2-3307(d 1) k. Ramp handrails are required on each side of ramp, when slope exceeds 1 in 15 2- 3307(e.l) 1. Ramp handrails shall be continuous, located 30"-34" in height above ramp surface, with 12" extensions beyond top and bottom, and the ends returned 2-3307(e 1) m. Handrails shall be 1-1/4" to 2" cross section, spaced minimum of 1-1/2" from wall 2-3307(e 1) n. A 2" high curb or wheel guide rail centered 3" + 1" above ramp surface is required on both sides where not otherwise bounded by walls when the ramp exceeds 10 feet in length. 2-3307(h.l) SPECIAL ACCESS LIFTS a. Lifts may be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, structural design and safeguards axe as allowed by the State of California, Department of Industrial Relations, Division of Occupational Safety and Health. 2-5107(a) b. The lift platform shall be of sufficient size to accommodate a wheelchair (30"x48"). 2-5107(a) c. There shall be a level and clear floor area or landing (60"x60") at each level for access to the lift. 2-5107(a) HAZARDS a. Provide 80" headroom from walkway surface to any overhanging obstruction. 2-3326(b) 0 b Headroom of 80" minimun shall be maintained for walks, corridors, aisles, etc 2-522(f) c Protruding objects with leading edges between 27" and 80" above finished floor shall not protrude more than 4" into walks, corridors, etc. 2-522(f) d Free standing objects mounted on posts between 27" and 80" above the floor nay project a maximum of 12". 2-522(f) e. Abrupt changes in level exceeding 4" adjacent to walks, except between v,alks and adjacent streets or drives, shall be identified by 6" high warning curbs above walk surface. 2-3326(a) ENTRANCES AND CIRCOLATIOH l.j ENTRANCES, DOORS, VESTIBULES AND CORRIDORS All primary entrances to buildings shall be accessible to the handicapped. 2-3301(f) ' All required passage doors shall have 32" clear opening at 90 degrees (36" door). 2-3304(f) . At least one of a pair of doors shall oeet the minimum 32" clear entrance width requirement 2-3304(f) Threshold shall be no higher than 1/2" above the floor Edge to be beveled with a slope no greater than 1 in 2, if more than 1/4". 3304(i 1) &. Exterior level landing may slope up to 1/4" per foot in any direction for surface drainage. 2-413 y. Door hardware shall be of the lever or ' push type, mounted 30" to 44" above the floor and be operable with a maximum effort of 8.5 Ibs. for exterior doors and 5 Ibs for interior doors. 2-3304(c), 2- 3304(1.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. 2-3304(i.3) ) Building entrance(s) shall be identified by sign with the International Symbol of Accessibility Show location on plan. The symbol shall be a white figure on blue background. 2-522(b) At turnstile, provide an access gate, 32" clear width opening, within 30 feet of turnstile. 2-3304(i.4) There shall be a clear area on each side of door, 60" deep in direction of door swing and 44" deep in opposite direction of door swing. 2-3304(i.l) /. y. Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors 2-3304(1 1) The space between two consecutive doors (vestibule) shall provide a minimum of 48" clear depth between the open door and a second closed door Doors in a series at a vestibule shall swing in the sane direction, or away from the space between then. 2-3304(i 1) For corridors over 200 feet long, see special requirements of Sec. 2-3305(b)2. © FLOORS a/. Floors of a given story shall be a common level throughout or shall be connected by pedestrian ramps, passenger elevators, or s pecial access lifts. 2-522(e) STAIRWAYS NOTE: Only applies where disabled access is provided or required to other levels. a. Treads shall have smooth, rounded exposed edges and be slip resistant. 2- 3306(s) b. Nosing shall not project more than 1-1/2 inches past face of the riser below 2-3306(s) c Risers shall be sufficiently solid. 2-3306(s) d. The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. 2-3306(r) e. On exterior stairs, each tread shall be marked as noted above. 2-3306(r) f. Handrails are required on each side of stairway. 2-3306 g. Handrails shall be located 30" to 34" above nosing,extend 12" beyond top riser and 12" plus tread width beyond bottom nosing and returned to v,all/newel post. 2-3306(j.l). So as not to conflict with the UBC, handrails should be shown at a height of 34". h. Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of wall. 2-3306(j 1) Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings two or more stories in height The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 522(b)3 The sign shall be located approximately 5 feet above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with requirements of UBC. Standard No. 33-2. [10 ) ELEVATORS a. Provide clear inside elevator car dimensions as required by U B C. Section 5103(d) 6 and Title 24 2-5103(d 1). 1. At least one elevator in buildings 4 or more stories in height 80" by 54", with a 42-inch side slide door Applies only to: high-rise buildings, A/E/I occupancies, State-owned buildings, residential care homes, hotels, motels, apartments and condominiums. 2 Elevator in buildings more than two stories or buildings where disabled access is required to upper level(s): 68" by 54", with a minimum clear door width of 36" 3. Elevators other than in (b) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 36 inches. (Vj) Raised Braille markings and Arabic ^"^ numerals are required on control buttons and door jambs 2-5103(d.l) SANUAKX FACILITIES . TOILET FACILITIES ACCESS a. When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2-511.l(a)) b. Doorways shall have 32" minunum clear opening width. 2-511.1 c. There shall be a level area with 60" clear depth in the direction of the door swing, and a level area with 4-4" clear depth in opposite direction of door swing. 2-511 l(a)x MULTIPLE ACCOMMODATION TOILET FACILITIES a. Provide clear area 60" diameter x 27" high - or clear space 56" x 63" x 27" high. 2-511.l(a) b Doors (other than handicap conpartment) are not to encroach more than 12" into above mentioned clear space 2-511 l(a) c Provide a 28" clear space between water closet and fixture or 32" clear space between water closet and wall 2-511 l(a) d A 48" long clear space is required in front of water closet. A 60" clear space is required when the toilet coopartment has a side door 2-511 l(a) e. Water closet compartment door to provide 32" clear width for end entry and 34" clear width for side entry. Door to be self-closing. 2-511 l(a) SINGLE ACCOMMODATION TOILET FACILITIES a Water closet shall be located 28" from a fixture or 32" from a wall. 2-511 l(a) b. Minimum clear space in front of water closet shall be 48". 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 36" wide x 48 " long in front of . water closet. 2-511 l(a) TA. GRAB BARS AT WATER CLOSET a One at side 42" long extending 24" in front of water closet, one at rear 36" long centered on water closet; both mounted 33" above floor. Where a tank- type toilet is used, grab bar may be as high as 36" 2-511 l(a) b. Bars shall be 1-1/4" to 1-1/2" in diameter with 1-1/2" clearance to wall. 2-511.l(a) c. Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft in bending, shear and tension. 2-511.l(a) 15.) WATER CLOSET Height of water closet seat shall be 17" to 19" above floor. 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 URINALS -r a Where urinals are provided, the rim of at least one shall project 14" from the wall and be located 17" maximum above floor 5-1503(a) b. The force required to activate the flush \alve shall be 5 Ibs maximum and located 4V maximum above floor 5-1503(b) c. Provide 30" x 48" clear floor space for forward approach. 2-511 l(b) 17 J LAVATORIES .. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511 l(b) i. Provide clear space beneath lavatories 29" high by 30" wide by 8" deep at top and 9" high by 30" wide by 17" deep at bottom from front of lavatory (toe space). The maximum counter surface height should be 34". 5-1504(a) Hot water and lavatories shall 5-1504(b) drain pipes under be insulated. (d.) Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 Ibs. 5-1504(c) i.\ If self-closing valves are used, they -* shall remain open for at least 10 seconds. 5-1504(c) < TOILET ROOM ACCESSORIES Mirror bottom edge shall be located 40" maximum above floor. 2-511.l(b) Toilet tissue dispensers shall be mounted within 12" from the front edge of toilet seat. 2-511.l(b) ', Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 40" of floor 2-511.l(b) 19.) SANITARY FACILITIES IDENTIFICATION .J On doorways leading to sanitary facilities the symbols to be provided are 12" Equilateral triangle for men, 12" diameter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) BATHING FACILITIES a One such facility shall comply vhen provided for the public, clients or employees 2-511 l(a) b. Shower compartment shall be 42" vide, 48" deep, with a 36" vide entrance 2-511.l(a) c. Show on the plans that the handicapped bathing facilities shall conform to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i e , folding seat, flexible shower hose, etc. GENERAL REQUIREHEKTS DRINKING FOUNTAIN a. Drinking fountains shall be within alcoves The alcove shall be not less than 32" wide by 18" deep. 2-511 l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain may project into the path of travel, and the path of travel snail be identifiable to the blind as follows: (1.) The surface of the path of travel at the vater fountain shall be textured so that it is clearly identifiable by a blind person using a cane. The minimum textured area shall extend from the vail supporting the vater fountain to 1 foot beyond the front edge of the vater fountain and shall extend 1 foot beyond each side of the water fountain, or (2 ) Wing vails shall be provided on each side of the water fountain. The wing walls shall project out fron the supporting vail at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the wing walls. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. 22.)PUBLIC TELEPHONE Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.l(d) Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). ELECTRICAL REQUIREMENTS ^ 15, 20 and 30 amp receptacle outlets shall be installed not less than 12" above floor. 3-210-50(e) ^by Center of switches shall be located not less than 36" nor mora than 48" above the floor. 3-380-8(c) c. PLUMBING REQUIREMENTS a. Where kitchenettes are provided at employee break rooms, conference areas, customer lounges, etc , the faucet controls at kitchen sinks shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist (i e., use lever- operated, push-type, etc ). If self- closing valves are used, they shall remain open for at least 10 seconds 5-1508 GRODP A OCCUPANCY RBQUTKEHERTS AUDITORIUMS, ASSEMBLY HALLS, THEATRES, ETC. a. Seating and toilet facilities handicapped shall be accessible main lobby or primary entrance. 2-611(b) b. This structure requires for the from the wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(b) c Each vheelchair space shall be 60" x 30" and level. 2-611(b) d When the seating capacity exceeds 300, the vheelchair spaces shall be in more than one location. 2-611(b) e This structure requires _ seats for semi-ambulant persons Clear leg space shall be at least 2-611(b) 24". f. Stages, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-611(b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS a. This structure requires wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-611(c) b. When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-611(c) c. Ticket booths must be accessible from both sides. 2-611(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms must be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-611(c) TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315U) 4, 2-5315 ("a) 5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements . (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, or that control each lamp in a space independently meet the requirements of this section. (d) In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-53G. <3oo Jurisdiction Prepared byt frftg VALUATION AND PLAN CHECK FEE PLAN CHECK NO, ^f)-ff> BUILDING ADDRESS ^b^f — 'co^c^- — T5&C , fcJ&**~ff) l^S *-& " n Bldg. Dept. \ APPLICANT/CONTACT Z>?/^V L, wtttre- PHONE NO/ ^'^} 276- -77 'D BUILDING OCCUPANCY £-£ TYPE OF CONSTRUCTION I/ -A/ BUILDING PORTION OfPlCG HfrfiJiA. PtfC-TM & IX, ( TlUT -6CP^) " Air Conditioning: Commercial Residential Res. or Conun. Fire S-orinklers Total Value BUILDING AREA 500-O la ^> 1 0 ?>0-&0 1-7, 5,52) DESIGNER PHONE CONTRACTOR PHONE VALUATION MULTIPLIER _r^, od 2, \ . C>O ^ a £Lf £ ' O - 0 e / ^s~D VALUE /^.^ IbO/ __ 5 ^£S? -^ / ^' c? c~~i -7 At., O^S- q^<f z-Oj ^AP *f~ WP ~i Building Permit Fee $ $ cA . 0^^,-S1^ Plan Check Fee $ $ /f 5^5". &>£ C 0 H HENTS; SHEET / OF Datei Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE PLAN CHECK NO, BUILDING ADDRESS APPLICANT/CONTACT . BUILDING OCCUPANCY TYPE OF CONSTRUCTION Bldg, Dept. /3 PHONE NO/-/^)77 DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION O'fPlCC' fari-A) uftf'C.7 '(A.£* I /-V5 ( nuT -U^P} ~ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA z?^7 lo ^^7/ ^?^7 \^,51^ VALUATION MULTIPLIER -T3-, aZ) -2./ <2£> ^ @ 3-, ?0 - @ e /.^7) VALUE /Sg ^>S'<f ^2-5. ^2,^ • ^. /?6- rzox 36<^ 4/£>7 ^-^7 Building Permit Fee $. Plan Check Fee $$ // / COM HENTSi SHEET Z, OF Date Jurisdiction Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO,. BUILDING ADDRESS APPLICANT/CONTACT . BUILDING OCCUPANCY __ TYPE OF CONSTRUCTION g.-£ (/-A/ PHONE NO.fe^) DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION <3TP/CCF ^1 ^9- Vi^FfrC- ~* &nJG> ( riur -u^p} ~ ^^~" Air Conditionins Commercial Residential Res. or Coim. Fire S-orinklers Total Value BUILDING AREA JL^& ?<^ 9<^ 2^-^ / ^, ^ ^- ' VALUATION MULTIPLIER ^i^.od "2- 1, 00 ^ @ ^2.^ ^0 - § <§ /.jT£) VALUE /3"? 7^ra. ^^•5 -§"?(// 7 ^<^^> / 8'y ^^"5 3^^,??^ / Building Permit Tee $. Plan Check Fee $ COM HENTSj_ SHEET OF ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-1466 DATE: JURISDICTION: . PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME:_ op HAPPLICANT JJURISDICTIOIT j_jPLAN CHECKER GFILE COPY QUPS rDESIGNER C^ The plans transmitted herewith have been corrected where necessary and substantially comply with the 3urisdiction'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. Tne 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 3urisdiction to return to the applicant contact person. V The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone £ By: ESGIL CORPORATION DGA SAA DWJ RDM Enclosures: /- 2JT - ?£> Datei.Jurisdiction Prepared byt Bldg. Dept. VALUATION AND PLAN CHECK FEE PLAN CHECK NO BUILDING ADDRESS JH)^5T cvisrrtz £57, tJo&itL £%^= — *-*>L.j b L-^i /"^ APPLICANT/CONTACT Z>?/*^/£- i/Jtttre- PHONE NO/ kt")} 3-~?&—~7'7/& BUILDING OCCUPANCY JS.-2. TYPE OF CONSTRUCTION I/ —A/ BUILDING PORTION Or^lCG ( T/L/T -^oP^ "v~~ Air Conditionine Commercial Residential Res. or Comm. Fire S-orinklers Total Value BUILDING AREA -5"S~; /5<9 irr / ^>c «, /«? DESIGNER PHONE CONTRACTOR PHONE VALUATION MULTIPLIER ^~U-, Ql> ^ @ 3., zo - @ e / JTD VALUE ^^7£ <£Z>D 1 S~U-, 2-g O ZZ-.^O 3, 7.} 2 35,0 Building Permit Fee $. Plan Check Fee $ 7 D COM HENTSj SHEET <£ OF BUILDING PLANCHECK ENGINEERING CHECKLIST *, DATE: //30/yP ^ ITEM COMPLETE S PLANCHECK NO. 1Q-?O \y ITEM INCOMPLETE - NEEDS YOUR ACTION I 2 3 xto&T Con-re C&L /VC&AL *~ 6&£t C&zfe p^Aeers S N R . * ITEM SELECTED TDD 7 JA/<?/of* ffux* P/^Sff-? C C C PROJECT ID: H H H E E E LEGAL REQUIREMENTS C C C K/K K Site Plan A, L-J 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, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway C with percent (%) grade and drainage patterns. D D 3. Provide legal description and Assessors Parcel Number. Discretionary Approval Compliance 4. No Discretionary approvals were required. Project complies with all Engineering Conditions of Approval for Project No. . Project does not comply with the following Engineering, Conditions of Approval for Project No. ffP88—7 cc»jc>i7ro*j•#& Conditions complied with by: Date:. Field Review 7. Field review completed. No issues raised. 8. Field Review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines. D. Grading is required to access site, create pad or provide for ultimate street improvement. FRM0010.DH 08/29/89 Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. Other: Dedication Requirements 9. No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8V' x 11" plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as f ol 1 OWS : Dedication completed, Date;**^**^ -7^/g-^Bv: Improvement Requirements .11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found ad.iacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. .12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: f^izz //xzag/a^/s £»$//£) A/JO Improvement plans signed, Date:.Bv; FRM0010.DH 08/29/89 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a letter requesting deferral of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date _ By: _ Grading Requirements _ 13a. Inadequate information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). _ 14. No grading required as determined by the information provided on the site plan. _X_15. Grading Permit required. A separate grading plan prepared by CP2S96V a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE. The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits Grading Inspector sign off. Date: "7~M-<Pj> Miscellaneous Permits _ 16. Right-of-Way Permit not required. X 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the f o 11 ow i no ; 18. Sewer Permit is not required. Y 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. FRM0010.DH 08/29/89 X 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Applicantion Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: By: /y/Q-22. Fees Required Park-in-Lieu Fee Quadrant: Fee per Unit: X 23. *Traffic Impact Fee Fee Per Unit: Total Fee:_ A 24. * Bridge and Thoroughfare Fee Fee per Unit: "" Total Fee:. Total Fee:. x 25. JL26. ^27. *Public Facilities Fee required. *Facilities Management Fee Zone:. *Sewer,Fees Permit No. Fee Ma?^ ,,- EDU's 7s(,3O y/er 28. X REMARKS: Sewer Lateral required: Fee: ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: /£L6&~r&*C Date; FRM0010.DH 08/29/89 2075 LAS PALMAS DRIVE H-^W J H (619) 438 1161CARLSBAD, CALIFORNIA 92009 4859 W&^\W rS Fm \°' I Ollico of the City Engineer TO DEVELOPMENT PROCESSING SERVICES FROM ENGINEERING INSPECTION DIVISION DATE , u. f _ f ROUGH GRADING APPROVAL FOR PROJECT NO. /?/? *2• ffi* & ^ df<$Q-3y (P.E. or TRACT #) (Project Name and Address) (Developer's Name and Address) . ^_ f^, Jy We have inspected the grading for Lot^ /@ T?/h3 U or Phasei of the above mentioned project. In addition, we have received rough grading certification from (jL/fr'S£j£-? $flfiM-? , the Soils Engineer, dated /7//'2/*2£) and from jJgAtej' £> l-(J0&&£f/ , * r f ^ / /"* y. .- the Supervision Grading Engineer, dated *7//^/^^ and are satisfied that the rough grading has been completed in accordance with City Standards. Based on these certifications and our observation, we take no exception to the issuance of a building permit for Lots /Q P$-l2 /) " or Phase //A- of project /^^ "^, oJ'/^ T /Pill 5/2 fl~) USfjj$7~ffi/2*j^^'7 from a grading standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availa- bility, or final grading. We will need to be advised prior to the issuance of a Certificate of Occupancy so that we can verify that final grading and landscaping has been completed in accordance with the approved plans for the project. APPROVED , I ^ Project Grading Inspector X/Sr. Construction Inspector CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: PROJECT ID: DATE: GRADING PERMIT NO. i LOTS REQUESTED FOR RELEASE; f%-f) ffi " N/A = Not Applicable / = Complete 0 = Incomplete or unacceptable Site access to requested lots adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety and welfare of public Letter of request for partial release submitted 8-1/2" X 11" site plan showing requested lots submitted Compaction report from soils engineer submitted Engineer-of-work certification of work done and pad elevations Geologic engineer's letter if unusual geologic or subsurface conditions exist Project conditions of approval checked for conflicts 10. Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: 1st. ,x i/ ^ !/ / I/ •/ /Jfi S S 2nd. ^ ' X /• 1. 2. 3. 5. 6. 7. 8. 9. 10 Pa fo PROJECT INSPECTOR DATE PROJECT ENGINEER DATE SENIOR INSPECTOR DATE CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR '. PROJECT I DATE; ' 9 GRADING PERMIT NO. - LOTS REQUESTED FOR RELEASE;/ /TV, N/A = Not Applicable / = Complete 0 = Incomplete or unacceptable Site access to requested lots adequate and logically grouped Site erosion control measures adequate Overall site adequate for health, safety and welfare of public Letter of request for partial release submitted 8-1/2" X 11" site plan showing requested lots submitted Compaction report from soils engineer submitted Engineer-of-work certification of work done and pad elevations Geologic engineer's letter if unusual geologic or subsurface conditions exist Project conditions of approval checked for conflicts 10. Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: 1at. i/ vX (_-'' l^' ^ I/ vX M* */ s 2nd. / --' ' / 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 PROJECT INSPECTOR / DATE PROJECT ENGINEER DATE SENIOR INSPECTOR TELEPHONE 2075 LAS PALMAS DRIVE WJfWjti (619)438-1161CARLSBAD, CALIFORNIA 92009 4859 BH^MH/ ^ ma \ Olfice ol f/ie City Engineer (Eadubafi TO DEVELOPMENT PROCESSING SERVICcS FROM ENGINEERING INSPECTION DIVISION DATE ROUGH GRADING APPROVAL FOR PROJECT NO ./ ^+e & / (P.E. or TRACT #) (Project Name and Address) Name and Address) We have inspected the grading for Lot^// /%&'$ /k /> % (L- or Phase / S ' of the above mentioned project. In addition, we have received rough grading certification from //^/C^/^ ^/^?<^7 _ , the Soils Engineer,certification from // dated *?//9'/4O , and from the Supervision Grading Engineer, dated ^?/&£)/*?£} , and are satisfied that the rough grading has been completed in accordance with City Standards. Based on these certifications and our observation, we take no exception to the issuance of a building permit for Lot$ // f/ffl?? A'^'z, (L- or Phase A//t9~ of project /T/7/.^^/Qj-J l^^-^f^ /^//^ & f ~~s from a grading standpoint. This release, however, is not intended to certify the project from other engineering concerns including site development, water or sewer availa- bility, or final grading. We will need to be advised prior to the issuance of a Certificate of Occupancy so that we can verify that final grading and landscaping has been completed in accordance with the approved plans for the project. APPROVED Project Grading Inspector // Sr. Constructron Inspector MISSION WEST PROPERTIES July 20, 1990 City of Carlsbad 2075 Las Pal mas Drive Carlsbad, CA 92009-4859 Attn City Engineer /' Re Lot 11, Palomar Airport Business Park Buildings A, B, & C Dear Sir Per the City of Carlsbad's request, please accept this letter as a request for partial release of finished grading, for building pads only, for the above referenced project. This request is made in order to facilitate the processing of our building permits so we can stay current with our construction schedule Thank you for your attention to this matter L1011 PARTNERSHIP, A California General Partnership MISSION WEST PROPERTIES, Managing General Partner Howard Anderson Vice President HA/pb HENRY WORLEY ASSOCIATES, INC CIVIL. ENGINEERING SURVEYING '. PLANNING JULY 20, 1990 JOB NO. 88-150 CITY OF CARLSBAD INSPECTION DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD, CA. 92009 ATTN FRANK HENTHORN GENTLEMEN ON BEHALF OF MY CLIENT, MISSION WEST PROPERTIES, WE HEREBY REQUEST APPROVAL OF FINISH GRADING FOR THE BUILDING PADS FOR BUILDINGS A, B AND C OF PROJECT NO. P.E. 2.89.6^, DRAWING NO. 309-5, PLANNED INDUSTRIAL PERMIT 88-9. THIS REQUEST FOR PARTIAL APPROVAL OF FINISH GRADING IS TO FACILITATE ISSUANCE OF A BUILDING PERMIT TO AVOID CONSTRUCTION DELAYS, AND TO MEET A CRITICAL SCHEDULE FOR COMPLETION OF CONSTRUCTION. THE BUILDING PADS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND REQUIREMENTS OF THE CITY OF CARLSBAD CODES AND STANDARDS, AND ARE WITHIN ±0.1' OF THE ELEVATIONS AS SHOWN ON THE PLANS. TWO COPIES OF THE SOILS REPORT FOR TESTING AND OBSERVATION OF GRADING OPER- ATIONS FOR CONSTRUCTION OF THE BUILDING PAD ARE ATTACHED FOR YOUR REVIEW. AN AS-BUILT GRADING PLAN WILL BE PREPARED AND SUBMITTED FOR YOUR REVIEW AND APPROVAL PRIOR TO SUBMITTAL OF THE FINAL ENGINEER'S REPORT UPON COMPLETION OF THE REMAINDER OF THE WORK FOR SITE GRADING, DRAINAGE, AND LANDSCAPING. SINCERELY, USLSUSL^ [_ HENRY L. WORLEY, R.C.E. 186/3 HENRY WORLEY ASSOCIATES, INC. 7875 Convoy Comt D Suite A-2 I"! San Diego. California 92! 11 L! (619)571-7728 GEOCON I N C (> U 1 O II A I F I) Geoteclimcal Engineers and Engineering Geologists File No. D-4157-05-02 July 18, 1990 Mission West Properties 12555 High Bluff Drive, Suite 120 San Diego, California 92130-2040 Attention: Mr. Howard Anderson Subject:PALOMAR AIRPORT BUSINESS PARK BUILDINGS A,B, AND C LOT 11 SAN DIEGO, CALIFORNIA INTERIM IN-PLACE DENSITY TEST REPORT Gentlemen; In accordance with your authorization, our firm is performing testing and observation services for the subject project. At this time the three building pads on Lot 11 have attained finish grade. Building A on Lot 11 has been excavated to finish grade. Compacted fill soils were placed for Buildings B and C on Lot 11. The in-place density tests performed within the two buildings indicate the fill soils have been compacted to a minimum relative compaction of 90 percent. Building A was entirely excavated within dense formational soils of the Torrey Sandstone Formation. It is our opinion that the grading operations performed for the above building pads have been performed in accordance with the recommendations of our project geotechnical report. If you have any questions regarding this letter, please contact this office at your convenience. Very truly yours, GEOCON INCORPORATED Wesley Sp RCEK38789 (2) addressee 6960 Flanders Drive San Diego, CA 92121-2974 619 550 6900 FAX 619 558-6159 co T3 I O *S 01 — 01 I 01 I 00 COo> > m J O X O 2 oto > m H : u 09<n ' f- • O TH *- < <r- o > ><A (Am-i o -. 53?o m > »z-«r om "i m m r> 3Jm -c. «k -0 -c. •z. X ^ 3? S O AJ * U H Om > O -4 5"O u> O ui r o o o z •n mnrm m 3 RELATIVECOMRACTo Oo I ( Hm C/3H 03c > 3D -< TJ T3 33 33 O Oe_ c_ m m r> o H H Z Z O > C r1 F LOT NO 7CT NO 60 34 MAP NO 10062 «_|13 ll-i'Jtav- &'x 80' EXIST ffTX./ FILE NO 8I-2SZM: I n A /~ a7 •••—~^-*^^^s^ajfefc^Efa^fa;^^=At-jp.^^_u M i I iL.j>.- jfcV * *£>*f*&^~"/wj/r \\ -^ * * "^^ • ^^ •'^ •• •* ••HW ^ •'•• ^ M i •• f ft SCALE": l"=£0' SEE SHEET NO 4V SETBACK EX/5T /f'tV/Of S£W£R &VSEMEJT) P£/fMC NO MSB DATED /-f-fSt, DOC NO /7I35S DATED 9-2S-6S -EXISTING SS'MOE PEDESTZMN* EQ}JESTK/AN EASEMENT PER MAP NO. B4IB N. PLANNING CHECKLIST Plan Check No. APN. ff.l*> Planner /7//&V (Name) Type of Project and Use P-M Address Corks dej Phone 438-1161 Zone Facilities Management Zone Legend Item Complete Item Incomplete - Needs your action 1, 2, 3 Number in circle indicates plancheck number that deficiency was identified Q3TJ D D Environmental Review Required: YES DATE OF COMPLETION: NO TYPE Compliance with conditions of approval7 If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES XT NO ..-DATE: TYPE P/P APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: 7 put. z Compliance with conditions of approval7 If not, state conditions which require action. / _ / _ It s\ I .u-,-^ conditions of^Appro/al jtifa/JMff_ 6&r\ <0<& f&faifl/Mi ts&ll - Lent- wZv^</ti<r\fiJ^(M$fr v V7 ~ Landscape:YES NO DATE OF Aj9kOV;-L: Compliance with conditions of approval7 If not, state conditions which require action. ^ __ / 111 Conditions of Approval tfor TV rt^mM &r- bwldt/i* Coastal YES NO DATE OF APPROVAL- Compliance with conditions of approval' If not, state conditions which require action.' Conditions of Approval ODD n nn nan ana nan ana ana nan Site Plan: 1. Boning. 2. 3. 4 )• 1. 2. 3. 4. 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. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. Provide legal description of property. Provide assessor's parcel number Setbacks: Front: Int. Side: Street Side: Rear: Lot coverage- Height: Parking: Required Required -Required Required Required Required Shown Shown Shown Shown Shown Shown Spaces Required Guest Spaces Required Shown Shown n nan Additional comments and remarks have been made on the building plans. These marked-up plans may be picked up at the Building Department. These marked-up plans must be resubmitted with the revised plans for this project. Have plans been marked up7 YES Additional Comments NO n MI I si n r off ion \ -fi OK TO ISSUE DATE PLNCK.FRM WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 PROJECT fid 1 5,S>//>J ARCHITECT <t ft OWNER A/uS>£/oj &2 City of FIRE DEPARTMENT 'P/<Lnftj£ne^ PLAN CHECK REPORT ADDRESS 2.Q3-ST ADDRESS ADDRFRS OCCUPANCY T/SPRINKLERED D TENANT IMP CONST TOTAL SO FT PAGE 1 OF PPROVED DISAPPROVED PLAN CHECKS PHONE PHONE STORIES O APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS 1 2 3 W- .11 12 14 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 (scnnklgrs/stand pipes, dry chemical, halon, CO:, alarms, hydrants) Plan must be approved by the fire department prior to installation The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required ^ Automatic fire sprinklers (Design Criteria D Dry Chemical, Halon, COz (Location . D Stand Pipes (Type _ . D Fire Alarm (Type/Location 7 Fire Extinguisher Requirements ^^rfi-One 2A rated ABC extinguisher for each extinguisher not to exceed 75 _f eet_pf travel D An extinguisher with a minimum rating of ft or portion thereof with a travel distance to the nearest to be located _____ D Other 8 Additional fire hydrant(s) shall be provided Pgyt, EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors EXIT signs (6" x 3/«" letters) shall be placed over all required exiits and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil mg is to be done, comply with Uniform Fire Code, Article 81 Additional Requirements 0 X m- .15 Comply with regulations on attached sheet(s) OrPlan Examiner ^^f—- Report mailed to architect .Met with .Attach to Plans 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931-2121 PROJECT ARCHITECT /sh/1 OWNER A OCCUPANCY tk2 Cltj> Of F/flE DEPARTMENT pArPin«= PLAN CHECK REPORT PPROVED DISAPPROVEO PLAN CHECKS ADDRESS ADDRESS ADDRESS , £.£3 S 6~ S ATU D t €T6> Q CONST DSPRINKLERED n TENANT IMP Iti) TOTAL SO FT ft PHONE PHONE STORIES ) Sift /)fZ. 7/g -77 1 0 APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS .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^ggyillslsVs, stand pipes, dry chemical, halon, COi, alarms, hydrants) Plan must be approved by the fire department prior to installation The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required^ ^Automatic fire sprinklers (Design Criteria • ->:> j 3 o£) fo ) D Dry Chemical, Halon, COz (Location ) D Stand Pipes (Type . ) D Fire Alarm (Type/Location ) Fire Extinguisher Requirements ^One 2A rated ABC extinguisher for each fa&ffO sq ft or portion thereof with a travel distance to the nearest I extinguisher not to exceed 75 feeLof travel D An extinguisher with a minimum rating of to be located D Other Y. 8 Additional fire hydrant(s) shall be provided EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors ______ EXIT signs (6" x 3/<" letters) shall be placed over all required exifts and directional signs located as necessary to clearly indicate the location of exit doors GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81 14 Additional Requirements 0 / .15 Comply with regulations on attached sheet(s) Da.e ^ / ?/ ? Report mailed to architect Met with Attach to Plans January 16, 1991 City of Carlsbad Building Department 2075 Las Pal mas Drive Carlsbad, CA 92009 Project: Mission West Lots 10 & 11 Attention: Mr. Carter Darnell Dear Sirs: burkett &uuong structural & civil engineers & surveyors 3434 fourth avenue son diego, ca 92103-4941 phone (619) 299-5550 fax (619) 299-9934 I am enclosing the following Items for your review at the request of Keith Roberts of Nielsen Constrjct'O" C First, enclosed are the design calculations for the tilt-up concrete panels at Bldg. A that are designed to retain the slope at the back of the building. (calculation shts AP-3, AP-4 & AP-5) • Second, enclosed are the design calculations for the tilt-up concrete panels at Bldg. D that saw-cut in the field to provide window openings, (calculation shts CP1 & CP2) Lastly, the following comments concern the concrete compresslve tests that did not meet the requirements of the specification (fc=3000 psi at 28 days). I stand by my statements made In a letter to the project manager, GAFCON, dated November 30, 1990. First, as it applies to footings, pour strips and slabs- on-grade, If the as- tested concrete compresslve strength exceeds 2500 psi the concrete is acceptable. Second, relative to the precast panels, if the compressive strength of the concrete exceeds 90% of the specified strength, (0.9 x 3000 = 2700), the concrete is acceptable. It Is my understanding that both of these criteria have been met or exceeded. The 56 day break of the precast panel cylinder yielded a compressive strength of 2940 psi. Please contact me directly if you require further Information or documentation. Si ncereiy, BURKETT & WOI Mark BY Associate NBB/bgn cc: Nielsen Construction Company GAFCON - David Saacks - Keith Roberts DATE.January 1990 FN(~,R MB PROJECT Mission West burkett &uuong engineers & planners SHEET.Cover JOB NO T 4048 A STRUCTURAL CALCULATIONS FOR MISSION WEST PROPERTIES Carlsbad, California Krommenhoek/McKeown & Associates 1515 Morena Blvd. San Diego, CA 92110 DATE. ENGR. January 1990 MB PROJECT Mission West burkett &uuong engineers & planners SHEET. JOB NO. Index T 4048 A CONTENTS: GENERAL CALCULATIONS 61 -65 BUILDING A: ROOF FRAMING AR1-AR6 PANELS API -AP7 LATERAL ALT -AL7 COLUMNS & FOOTINGS ACF1-ACF20 BUILDING B: ROOF FRAMING BR1-BR3 PANELS BP1-BP3 LATERAL BL1-BL3 COLUMNS & FOOTINGS BCF1-BCF3 BUILDING C: ROOF FRAMING CRT -CR4 PANELS CP1 LATERAL CL1-CL4 COLUMNS & FOOTINGS CCF1-CCF2 BUILDING D: ROOF FRAMING DR1-DR6 FLOOR FRAMING DF1-DF8 PANELS DPI -DP2 LATERAL DL1-DL16 COLUMNS & FOOTINGS DCF1-DCF23 DRAG CONNECTIONS D1-D6 DATE.1 2 /S«f burkett PROJECTM!^|OM structural & civil engineers LOApS 1/2,' i Kip 10 mPH ) Per y- ~)H ( 12 Pci^ i IH i /• "7 y o y.« ^ ^ Z 0 LQ**Q . 0 J a. o 0Zo o ' , ro TO rz> DATE PROJECT burkett &wong structural & civil engineers SHEET. JOB Ni 2 2 Z 6- = A PAT 2.2 £ E/*r , 21 <* 0. L//VB A TO S 7, o ENGR burkett &uuong SHEET. JOB Ni PROJECT structural & civil engineers , z • 3 TO - '6 / , ^ i < -> J , ? I! ,_ - ^ W 77? I I (6- burkett SHEET. JOB N< PROJECT structural & civil engineers C. ~7 5" -=77 -90 P- -9 -/? " /J ^a. DATE burkett &wong SHEET JOB NO. PROJECT structural & civil engineers l-ME. A, 10 I I 3 , o S- ^ / LnvE 2 )'^ '.72 /, 1(1 zi)/ 1 - 2 fc -- (t 8- -- it,z*yf* - > r T /, 2 CM* 12 r 0 C - n 0 c /) 6 DATE FN(~,B PROJECT burkett &wong structural & civil engineers SHEET. JOB NO. V) fi 2 o- o CA . x M K) ca \_ M H NC 00 0 JO 0 6UI76- A (^00 F L-I^E c-i 17, O T (9 x o © \ / x- f r (FT I t-r^H ^ | "V I u VI 2 x — _^0 (i ^~ \Jtn > 1' M t ^ "* 00 I1 DATE. ENGR, BURKETT ENGINEERS' SAN DIEGO, CALIFORNIA SHEET. PROJECT JOB NO.. Rec* ?**..*«. .<§> e" M- MIIK /4-l.s ZlS ( * -^fo *l SS. i -^^ i '/*(. 4-^.ft ... 345. 4.1 14.1 95"-! 94s, i 103.3 , 116.4 Jot.7 /170. /o i 272 U? 7) ills} . l J / e . ^ 3 *& x /3 ' c s /" DATE PROJECT burkett &wong structural & civil engineers SHEET_ JOB NO. p = - z. rz_ < 0<- 2 - /6. - & - -7. Z p . f> ~ It. '/g* 33' e e -Zb' e. zi " c- burkett _ PROJECT MISSION structural & civil engineers r f , ? i P ' (' .f [f r i t p x >^ -T -7. Z ^rz_ f*az3 f^Kr-HT, TL ///e-e/3 y- X, "7 - - 2-7 O '• e - LL. e. C-LS ~ J. ^(^ - ^~ 3L.l> - n ~ ^. 2 P , p Jr \U ^R' P P IZ' - r.^y-^z^-/^ 7^-6 ^o DATE burkett &uiong SHEET. JOB NI PROJECT structural & civil engineers - 2 r >0 *- J -- 2. - 30 J - '3 ' /(, <? <" - S~- 2. SI ' P 9 f> P 30" 9, 9 P i*(° P DATE burkett &uuong PROJECTM|«SSlGm4£sr SHEET. JOB N< structural & civil engineers ^ 2 S TL- P.- •7 Sr l~i * TL- [ST. z- &/ 7- - 27, t L-7' ( ,1 1L ~v r i, 1 , 1 ' /1 [ sV I I o. s(& r) - 2 - y- - C C = DATE PROJECT M(S£JOM A burkett &uuong structural & civil engineers SHEET. JOB M< -t- - -= ,07? V - ZO ST ) - <?/^^ X* i n ~ I l(-> 023 (i -i */% ) 1- J J* (* '/^ ){. f) *• 1 g- 3 y- . «6 -y- / 6 ^ - J j g- * X- 0L- ~ ^ DATE PROJECT burkett &wong JOB MO structural & civil engineers ot. - '"?/ -> fJ) V, -=. ^. « J «' burkett PROJECT A structural & civil engineers /!/- "7 l-O<*O *'/, 7H- X 772V *r7 (£. 12."} A$ =• ^ ' , 9 - 2 fV ?)/J^/ 12 . - ^ 22. 7 f / a " DATE. burkett &uuong SHEET. JOB N( Jt A PROJECT structural & civil engineers ^ m 01 la, 7 r0/ SIS' L, 'S~Zt? '' €•*-<. /-T ) -H^ * .5T7 ei- <f =• . "77 ' - 72 f DATE. ENGR. burkett &ujong SHEET. JOB Ni PROJECT 4 structural & civil engineers SEi^rr) I £_ £x- ca 154 L V L, 3* I ID* ^ I cf> •=- V- DATE. PROJECT burkett &uuong JOB structural & civil engineers ft L ^^ - it -T -y- 0\~ - 10 S < PL- W, OL- = . * 10 n C - 4- " /<? / *" DATE. ENGR. burkett &UJOOQ PROJECT structural & civil engineers SHEET JOB NO. <J •= st. II' Of ) - i, 4- ^ sr(.02l}Z2?/S in (,<,(,} ^ ,2.3" "~i#**fM«.4-Vf- '- 2 Hr z/,' TV DATE burkett &wong SHEET. JOB Nl PROJECT structural & civil engineers - 12.=5 ^ 120*- TL. "«- /Z " r' DATE FNIGB PROJECT burkett &uuong structural & civil engineers SHEET JOB NO_ DATE burkett &ujong SHEET. JOB Ni PROJECT structural & civil engineers - MIT- 5-7-7 . Oi 1 * , 1 Zl TD i osr "=- 1- 'I* IS A.. (i-Q>yir Aiy DATE burkett &uuong SHEET JOB NO. PROJECT MISSION A- structural & civil engineers DATE I ENGR_ burkett &wong SHEET.#--4 JOB NO. PROJECT W£&-T A structural & civil engineers SO/i.Hr-<?') r t Li^E- C TO G 7"=- Gil0!? C-frMTH~£</eiZ. - 1-70 Pt-F-A- «>< tfy POGTJO/U L/-, = s-y/7^/) 1.32. I2---Kf - **" 7 DATE PROJECT M|ssi0kl burkett &wong SHEET JOB NO. structural & civil engineers i. 2. om '- (2? •=- 20 I {/•=- ^ 2 • Ob floC>f= Qt, - €. 3 - (20 ) " r - DATE burkett &uuong SHEET JOB NO. PROJECT structural & civil engineers - £ i_/V£T - Zl 3 -= (to -f- • 77? Ls^E C ~ 8' n ftfl T? Q) -'I, r?> ^ ~ 2 /rr -"76 -7 " -,3e , je^-71) r — v» Krr «a n ^ H -t. - 7 DATE |_ ENGR. burkett &wong SHEET. JOB NO_ PROJECT structural & civil engineers - 33 y* A = • "? a f. 2^ s ^ - . > ATS/ P OL , T OK C ~ t- -f OK: ?3 _ 4T I - ^ - f- DATE FNf,g burkett &UUOOQ SHEET. JOB NI PROJECT structural & civil engineers - / - 2 *- / 7-^-9 SQUARE FOOTING DESIGN TABLE A5B IN KSF SIZE IN FT. SB. 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 4.25 4.50 4.75 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8. 50 12" _'.00 is" 10.00 . , -11.00 '12.00 *9* "" 1.0 LOAD BARS KIPS 14 t5 t6 2.8 322 3.5 322 4.4 432 5.3 432 6.3 433 7.4 533 8.6 533 9.3 543 11.2 6 4 3 12.6 6 4 3 14.2 6 4 4 15.8 7 4 4 17.5 7 5 4 21.2 8 5 4 25.2 8 6 5 29.6 965 34.3 10 6 5 39.4 10 7 6 44.8 11 7 6 50.6 12 8 6 56.7 12 8 7 66.3 17 11 8 90.2 18 12 9 J?'LL20 Q Q-i 15 1.5 LOAD BARS KIPS 14 15 16 4.3 322 6.1 322 7.5 432 9.1 432 10.8 4 3 3 12.7 5 3 3 14.7 533 16.9 5 4 3 19.2 6 4 3 21.7 643 24.3 6 4 4 27.1 744 30.0 7 5 4 36.3 3 5 4 43.2 8 6 5 50.7 965 58.3 10 6 5 ;65.4 -13 3 .6 J4.4 ~13 9 -6 ?84.0 14 9-7 ^"94.2 = 15 10 7- 112.5 20 13 9 136.1 22 14 10 • 156.6 ^28 IB 13 2!" 2.0 LOAD BARS KIPS M 15 16 6.8 322 3.6 322 10.6 4 3 2 12.9 432 15.3 4 3 3 18.0 5 3 3 20.3 533 23.9 5 4 3 27.2 6 4 3 30.7 6 4 3 34.4 6 4 4 38.4 7 4 4 42.5 7 5 4 51.4 3 5 4 61.2 8 6 5 *70.2. -11 =7-5 4 *B1.5*g'12'8 T4* "-"re.JTrS^" 104.0 16 11 8 117.4 17 11 8 -. 131.6 18 12 8 gJSB.B^S.lSJlj, ISW2.ij6aj.ij2 2.5 LOAD BARS KIPS 14 15 t6 8.3 322 11.1 3 2 2 13.3 4 3 2 16.6 4 3 2 19.8 433 23.2 5 3 3 27.0 5 3 3 30.9 5 4 3 35.2 6 4 3 39.7 6 4 3 44.6 6 4 4 49.6 7 4 4 55.0 7 5 4 66.6 8 5 4 <*77.?~W 7 5 =t91.4 :»ll -TJj <W*"i2*fV 119.5 15 10 7 136.0 16 11 8 3150.8^0 JJJ^ 1169.1 21 14 10 205.0 26 17 12 3.0 LOAD BARS KIPS 14 15 16 10.8 322 13.7 3 2 2 16.9 432 20.4 4 3 2 24.3 4 3 3 28.5 533 33.1 533 33.0 5 4 3 43.2 6 4 3 48.3 6 4 3 54.7 6 4 4 60.9 7 4 4 67.5 7 5 4 '"JO^-W-Ju5* 95.9 -10 7 5 . 110.9 13 9 6 128.6 14 9 7 ' 147.7 15 10 7 gWjfc*." U«4s *186.9 -20 13 S9 206.6 24 16 11 " 24" 3.5 LOAD BARS (~\ KIPS 14 15 It -x 12.8 3 2 2 16.2 3 2 2 20.0 4 3 2 24.2 4 3 2 28.3 433 33.8 533 39.2 5 3' 3 45.0 -5 4 3 51.2 6 4 3 57.8 643 64.3 6 4 4 72.2 7 4 4 12wseaQ,*^^5.7^0,^5 m 112.5 12 8 6 132.0 13 96 | i 153.1 14 9 7 _ ^173.7,^18 11 8-*o| #197.6^1912 ..9 ( ^ I I ASB IN KSF SHE IN FT. SB. 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 „ 4.00 12. 4.25 4.50 ic" *-75 5.00 W ft*.?- _ _„ 5.50 10" 6.00 10 6.50 -'V?Ll7.-5o 4.0 LOAD BARS KIPS 14 15 16 14.3 322 18.7 322 23.1 4 3 2 28.0 4 3 2 33.3 433 39.1 533 45.3 533 52.0 5 4 3 59.2 6 4 3 66.8 6 4 3 74.2 854 82.6 8 5 4 91.6 9 6 4 110.8 ^9 V'V 130.5 12 B 6 153.2 13 9 6 Vi7r~T8"Vlf' 4.5 LOAD BARS KIPS 14 15 16 16.3 322 21.3 3 2 2 26.3 4 3 2 31.3 4 3 2 37.8 433 44.4 5 3 3 51.5 5 3 3 59.1 5 4 3 67.2 6 4 3 JF5.9-»>7 *5 <:_4 . 84.3 ^8 5 ~-4 ' M3.9 ^8 Y*T -104.1 9 6 4 125.9 11 7 5 148.5 12 8 6 172.7 15 10 7 JOQ.3 ^ 16 11 8^ 5.0 LOAD BARS KIPS 14 15 16 1S.3 322 23.8 322 29.4 4 3 2 35.5 4 3 2 42.3 4 3 3 49.6 533 57.6 533 66.1 5 4 3 75.2 643 j.^.ZjasLsisk ''.94.438875341 116.6 '9 ~6— T? 139.9 11 7 5 •165.2 .14.9 7 193.3 15 10 7 6.0 LOAD BARS KIPS »4 »5 16 22.8 322 28.9 3 2 2 35.6 4 3 2 43.1 4 3 2 51.3 433 60.2 5 3 3 69.3 5 3 3 1*90.r'»7--5^3* „ 102.J-M7 -5-4 •ejjUjutteg ^S^*) ' 126.9 10 6 $ 140.6 10 7 5 -170.2 -*>43 9 *i > '"201.2 >M4 J) .-7 t --»— ~.~^*_i*a 7.0 f LOAD BARS KIPS 14 f5 t6 26.3 322 33.9 3 2 2 41.9 4 3 2 50.7 4 3 2 60.3 4 3 3 70.8 533 82.1 533 i^^sZ^^! 5f20.^IJ**i7--*5 *4 , 134 2 964 149.5 10 6 5 165.6 10 7 5 'Will J^13 ii±6- ' 8.0 LOAD BARS KIPS M 15 16 30.8 322 39.0 3 2 2 48.1 w 4 3 2 58.2 432 69.3 433 81.3 5 3 3 12. ^9.3. I^Sfeb ayLtf3 ^ 1 122*6 3l7?5 '3 .* 137.7 9 6 4 154.4 9 6 4 1 C 172.0 10 6 5 * 189.7 -12 8 -6 21 * v__ I I I I ASSUMPTIONS: fc =1 KSi 150 PSF KErBlKOEN GRADE 60 STEEL LORD rfiC70H= 1.6 12' SUMS BASE ?LATE DATE.burkett &ujong PROJECT MISSI0M structural ft civil engineers JOB NO. ) s jo Z.&'2 v-V- - ? l b =- LJJJ—4 lu 0 S I i I L__r" 7I— l\/ ^ -^ Ts. -q<- iz M C) (C7 x-rnrnoH-i i-cvc. | V LL fc u ft !cl DATE. PROJECT A burkett &uuong structural & civil engineers SHEET. JOB Ni p - Lin/B r •=• f - 96 , 2. -SO/L- 0,T ^ &t>0~28o)//<) - 2 = * 0 >et,f= <P i/c= It*' 4/* IBB> P, TO T& P^ ^ * ?0K ^L n' DATE. ENGR. PROJECT burkett &uuong structural & civil engineers SHEET JOB NO. Li 2 .S" Pi -- - 18 o.T P, - o (g Z- ~7 tt ~- P- IIZ-+- - Z. 12. +• 12. i - J 7 X n Ul=|>\<=: it 7' DATE burkett &wong SHEET. JOB N( PROJECT structural & civil engineers -h 6 - P, •? $,'=i -2) -^-U- T KJ CD in ly " fl, - io m- 21 IZ' CHECK: /* " TV - / ' Ito"4 - (te~l - >* I I I I I I I I I I I I I I I I I I GRADE BEAM PROGRAM BLDG. A LINE 7 A) X ^ * # * * % & * * # * # * bPr-iDE BEAM L>1 MENb ] UNS WIDTH = 24.0 INCHES DEPTH " 24.0 1NCHEE LENGTH = 2'd..^ FtET * #;{'•* # # * * 4: # # # * 3 GRADE BEAM LOADS LOAD T-rPE 1 (POINT LOAD) LOCAilON (F-FQM TOE.) MAGNITUDE (+ TOWARDS SOIL) 'FEET) ( 1 . 00 38. O1.) 2O.OO -9.50 2£>. 50 2O. Oo STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 4.3 SLIDING FORCE = 0.00 I- IPS NORMAL FORCE = e>5.60 !• IPS LENGTH OF SOIL REACTION = 28. 4.1 FEET MAXIMUM SOIL REACTION = 2.307 I- SF MINIMUM SOIL REACTION = O.OOO h SF I I I I I I I I I I I I I I I I I I I BLDG. A LINE 7 A) ***#*******##* GRADE BEAM MOMENTS AND SHEARS DISTANCE (FEED bHEAR O IPS) MUMtNT 1.00 3.93 1.99 -30.30 2.99 -26.68 -r QQ _-*-•• '-> 1-' • T T .!».'•*. 1 4.98 -19.88 5.98 -16.72 6.98 -13.70 7.97 -10.83 8.97 -8.11 9.97 -5.55 10.96 -3.13 11.96 -0.87 12.95 1.24 13.95 3.20 14.95 5.01 15.94 6.67 16.94 8.18 17.94 9.54 18.93 10.74 19.93 11.79 20.93 22.20 21.92 22.95 24.91 25.91 26.91 27. 9O 1.97 -26.31 -54.69 -79.53 -100.99 -119.21 -134.35 -146.56 -155.99 -162.78 -167.09 -169.08 -168.88 -166.65 -162.55 -156.71 -149.30 -140.46 -130.35 -119.11 -98.37 -75.87 -52.68 -28.98 -4.90 19.40 •_>_'• 31 38. 17 MAXIMUM VALUES POSITIVE SHEAR NEGATIVE SHEAR POSITIVE MOMENT NEGATIVE MOMENT 24.46 KIPS ii -33.31 KIPS i<3 4O.68 KIP-FT e -169.25 KIP-FT @ 26.31 FEET 1.20 FEET 28.50 FEET 12.36 FEET I I I I GRADE BEAM PFUbh'Ah I I I I I I I I I I I I I I BLDG. A LINE 7 B) 6PADE BEAM DIMENSIONS WIDTH = 24.0 INCHES DEPTH = 24.0 INCHES LENGTH = 28.5 hEET ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) MAGNITUDE <+ TOWARDS SOIL) (FEET) U IPS) 2.0O 20.00 8.50 68.20 ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 10O.O SLIDING FORCE = 0.00 KIPS NORMAL FORCE = 1O5.30 \ IPS LENGTH OF SOIL REACTION = 24.60 FEET MAXIMUM SOIL REACTION = 4.281 f'SF MINIMUM SOIL REACTION = 0.000 ^SF I I I I I I I I I I I I I I I I I I I BLDG. A LINE 7 B) ************** bRADE BEAM MOMENTS AND SHEARb DISTANCE (FEED 1 . 00 1.99 2.99 3.99 4.98 5.98 6.98 7.97 8.97 9.97 10.96 11.96 12.95 13.95 14.95 15.94 16.94 17.94 18.93 19.93 20.93 21.92 24.91 25 . 9 1 26.91 27.90 MAXIMUM VALUES POSITIVE SHEAR NEGATIVE SHEAR POSITIVE MOMENT NEGATIVE MOMENT SHEAR a IPS) 7.76 15. 18 t~t *nerj. • 4~\-f 8.97 MOMENT U IP-FT) 3.89 15.35 <; 16.09 21.70 33.85 52. 18 76.35 1 06 . 0 1 1 06 . 34 78.50 54.63 34 . 86 18.88 6. 3J -Z. 16 -9.90 -14.24 -16.53 -17. 11 -16.33 -14.54 -12.07 -9.27 -6.49 -4.O6 -0.97 / |t 1 \ \!, -0 . 3 1 34.45 I IPS e -32.75 KIPS @ 119.51 KIP-FT @ -17. 11 I- IP-FT ii 8.37 FEET 8.57 FEET 8.57 FEET 18.73 FEET I I I I I I I I I I I I I I I I I I I GRADE BEAM PROGRAM BLDG.A LINE 7 C) **#****#«#*## GFADE BEAM DIMENSIONS WIDTH = 24.0 INCHES DEPTH = 24.0 INCHES LENGTH = 28.5 FtEf GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOt) 'FEET) 2. GO LOAD TVPE 4 (UNIFORM OR TRAPEZOIDAL) MAGNITUDE (+ TOWARDS SOIL) U IPS) 37.00 (+ LOAD TOWARDS SOIL) LOCATION (FEET) 8. GO MAGNITUDE (KLF) 1.41 LOCATION (FEET) 28. 00 MAGNITUDE a LF) 1.41 #************* STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 100.0 SLIDING FORCE = G.OG KIPS NORMAL FORCE = 82.30 I- IPS LENGTH OF SOIL REACTION = 28.50 FEET MAXIMUM SOIL REACTION = 2.727 KSF MINIMUM SOIL REACTION = 0.160 fSF 2. o I I I I I I I I I I I I I I I I I I I BLD6.A LINE 7 C) #*#***#**#*«# (3RADE BEAM MOMENTS AND SHEARS DISTANCE (FEET) 1. OO 1.99 2.99 3.99 4.98 5.98 6.98 7.97 8.97 9.97 10.96 11.^6 12. "S 13.95 14.95 15.94 16.94 17.94 18.93 19.93 20.93 21.92 T-l O^ 23.92 24.91 25.91 26.91 27.90 MAXIMUM VALOES POSITIVE SHEAR NE6ATIVE SHEAR POSITIVE MOMENT NEGATIVE MOMENT SHEAR a IPS) 4.75 MOMENT 15. 05 11. 19 -7.52 -4.02 -2.07 -0 . 34 •* T-l 2.59 3.79 4.81 5.65 6.31 6.79 7.09 7.21 7. 16 6.92 6.51 5.92 5. 15 4.20 3.07 1.76 0.27 1P-FT) -72.83 -67.60 -61.63 -55.10 ;.36 9.32 \ IPS -26.79 KIPS 9.40 I- IP-FT -82.71 KIP-FT e 1.99 FEET iH 2. 19 FEET e 1.99 FEET & 10.16 FEET I I I I I I I I I I I I I I I I I I I GRADE BEAM PROGRAM BLDG. A LINE 2.5 A) ************** GRADE BEAM DIMENSIONS WIDTH = 36.0 INCHES DEPTH = 2.4. V INCHES LENGTH = 31.0 FEET ************** bRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEED 3. 5O 22. 5O MAGNITUDE (+ TOWARDS SOIL) U IPS) 46.00 -18.00 ***#****#**#** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY » 1.5 SLIDING FORCE = 0.00 I- IPS NORMAL FORCE = 55.9O KiPS LENGTH OF SOIL REACTION = 10.11 FEET MAXIMUM SOIL REACTION = 3.685 KSF ~? Z <t & MINIMUM SOIL REACTION = O.OOO I-SF fl ID i, -0° '0 ^ I I I I I I I I I I I I I I I I I I I BLD6. A LINE 2.5 A) #**#**#**#**#* faKADE BEAM MGMENTb AND SHbARb DISTANCE (FEET) SHEAR (I- I!PS) MOMENT U 1P-FT) 1. 00 2. 00 3.00 4.00 5. 00 6. OO 7. OU 8. OO 9. 00 10.00 11. 00 12. 00 13.00 14. 00 15.OO 16.00 17.00 18.0O 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26. OO 27.00 28.00 29.00 30.00 31.00 MAXIMUM VALUES POSITIVE SHEAR NEGATIVE SHEAR POSITIVE MOMENT NEGATIVE MOMENT 9.61 18. 12 25.54' -14.13 -8.89 -4. 75 -1.70 0.26 1. 12 0. 89 -O.OO -0.90 -1. 30 -2. 70 -3. 60 -4.50 -5.40 0-6 -7.20 -8. 10 -9.00 -9.90 7 . 20 6. 30 5.40 4.5O 3 . 6O 2. 70 1 . 80 0.9O -O.OO 4.89 18.84 4O.77 ' 46.56 35. 14 28.41 25.27 24.64 25.42 26.51 26.96 26.51 25. 16 22.91 19.76 15.71 10.76 4.91 -1.84 -9.49 18.04 27.49 28.84 I I 16.24 11.29 -7.24 -4.09 -1.84 -0.49 -0 . 04 28.21 hIPS H 3.40 FEET -16.53 I- IPS £ 3.60 FEET 52.69 IIP-FT @ 3.60 FEET -31.79 KIP-FT ii 22.60 FEET I I I I I I I I I I I I I I I I I I I 6RADE BEAM PRUfaRAM BLD6. A LINE 2.5 B) ************** 6RADE BEAM DIMENSIONS WIDTH = 36.0 INCHES DEPTH = 24.0 INCHES LENGTH = 31.0 FEET ************** 6RADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) MAGNITUDE (+ TOWARDS SOIL) (FEET) (I- IPS) S.5O 53.0O ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 1OO.O SLIDING FORCE = 0.00 KIPS NORMAL FORCE = 80.9O KIPS LENGTH OF SOIL REACTION = 31.00 FEET MAXIMUM SOIL REACTION = 1.642 KSF < * 66^ MINIMUM SOIL REACTION = O.098 KSF I I I I I I I I I I I I I I I I I I I BLDG. A LINE 2.5 tO ************** GRADE BEAM MOMENTS AND SHEARS DISTANCE (FEET) 1.00 2.00 3.00 4. OO 5. 00 6. 00 7. 00 8. OO 9.0O 10. OO 11. 00 12. 00 1 3. OO 14. 00 15.00 16. 00 17. 00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27. OO 28.00 29. OO 30.00 31. 00 SHEAR ((• IPS) 3.95 7.75 11.41 14.91 18.26 21.47 24.52 27.43 -22.82 -20.21 -17.76 -15.45 -1Z.29 -11.28 -V.42 -7.71 ~"O N 1 %3 -4.74 -3.48 *-\ T-T Jt. • •-• / -1.41 -0.59 0.07 O.59 0.95 1. 17 1. 23 1. 15 0.91 0.53 -0.00 MOMENT O IP-FT) MAXIMUM VALUES POSITIVE SHEAR NEGATIVE SHEAR- POSITIVE MOMENT NEGATIVE MOMENT 28.55 h IPS @ 8.40 FEET -23.90 KIPS @ 8.60 FEET 127.74 KIP-FT & 8.60 FEET -6.67 KIP-FT US 22.80 FEET I I I I I I I I I I I I I I I I I I I GRADb. BEAM PROGRAM BLDG. A LINE C ************** GRADE BEAM DIMENSIONS WIDTH = 30.0 INCHES DEPTH = 24,0 INCHES LENGTH = 26.0 FEET GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) MAGNITUDE <+ TOWARDS SOIL) (FEET) U IPS) l.OO 8.90 9.50 58.OO 16.50 -45.UO 25.00 8.90 ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 1.4 SLIDING FORCE = O.OO KIPS NORMAL FORCE = 50.30 KIPS LENGTH OF SOIL REACTION = 17.50 FEET MAXIMUM SOIL REACTION » 2.300 KSF ^ 2 MINIMUM SOIL REACTION = O.OOO KSF I I I I I I I I I I I I I I I I I I I BLDG. A LINE C ##**#*#**##**# 6RADE BEAM MOMENTS AND SHEARb DISTANCE fFEET) SHEAR a IPS) MOMENT U IP-FT) 1. OO 2. 00 3. OO 4.00 5. 00 6. OU 7. OO 8.00 9. OO 10.00 11. 00 12.0O 1 3. 00 14.00 15.00 16.00 17.00 18.00 19.0O 20.00 21.00 22.00 23.00 24. OO 25.00 26.00 MAXIMUM VALUES POSITIVE SHEAR : NEGATIVE SHEAR : POSITIVE MOMENT : NEGATIVE MOMENT : -4.07 0.44 4.62 8.47 11.99 15. 18 18. 04 20.58 22.78 -33. 34 -31.79 -3O.57 -29.67 -29. 11 -28.88 -28.97 15.61 14. 9O 14. 15 13.40 12.65 11. 90 11. 15 10. 4O 0.75 0.00 23.58 KIPS @ -34.05 KIPS @ 99.71 KIP-FT @ -108.76 KIP-FT is! 1. -0. 8. 19. 32 . 49. 68. * 9O. 85. 52. 21. -8. — "r "*_' / • -66. 1 f"**"*1 U^. • -87. -72. -58. -45. -33. -22. -11. 55 < 2 3 89 15 76 39 73 44 19 65 50 59 96 93 82 /\ O 1 f1 \\ AfO 21 68 91 88 61 08 31 -1.80 9.40 FEET 9.60 FEET 9.40 FEET 16.60 FEET I I I I I I I I I I I I I I I I I I I 5RADE BEAM PROGRAM BLDG. A LINE C a END ************** GRADE BEAM DIMENSIONS WIDTH = 30.0 INCHES DEPTH = 24.0 INCHES LENGTH = 19.0 FEET GKADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEET) 1 . 00 2 . 00 5 . OO 1 S . OO MAGNITUDE (+ TOWARDS SOIL) U IPS) 1 1 . 50 26 . OO -20 . 00 8 . 9O ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 3.6 SLIDING FORCE = 0,00 KIPS NORMAL FORCE = 40.65 > IPS LENGTH OF SOIL REACTION = 19.0O FEET MAXIMUM SOIL REACTION = 1.701 KSF <* ? &O i-*"" MINIMUM SOIL REACTION = 0.011 KSF I I I I I I I I I I I I I I I I I I I BLDG. A LINE C £ END bPADfc. BEAM MOMbNTS AND SHtAK'b DISTANCE (F-ttfT) bHbAR UtPS) MUHbNT U IP-FT) 0. 50 1. GO 1. 50 2. 00 2. 50 3.00 3.50 4. 00 4.50 5. 00 5. 50 6. 00 o. 50 7.00 7. 50 8.00 8.50 9.00 9.50 10. OO 10.50 11. 00 11. 50 12.00 12.50 13.00 13.50 14. 00 14.5O 15.00 15.50 16.00 16. 5O 17.00 17.50 18.0O 18.50 19.00 MAXIMUM VALUES POSITIVE SHEAR NEGATIVE SHEAR POSITIVE MOMENT NEGATIVE MOMENT 1.72 -8. 11 -6. 50 ••30.94 -29. 44 -27.99 -26.61 -23.99 -2.77 -1. 60 -0.49 0.57 1.57 2.51 3.40 4.23 5.01 5.73 6. 4O 7.01 7.57 8.07 8.51 8.90 9.24 9.51 9.74 9. 90 10.01 10.07 10.07 10. 01 9.90 9. 73 0.61 0.33 -0. OO i o. os i- i PS a -'30.94 I- IPS y 3.39 \ IP-FT @ -87.40 \ IP-FT is! 0.43 1. 14 -2.51 -6.67 -21.76 - 36. 12 -49.77 -62.73 -75.05 -85.73 -86.83 -87.35 -87.33 -86.79 -85.77 -84.29 -82.38 -80.07 -77.38 -74.34 -70.99 -67.34 -63.43 -59.28 -54.92 -50.39 -45.70 -40.88 -35.97 -3O.99 -25.97 -20.93 -15.91 -10.93 -6.02 -1.65 — 1 •"»••»I • -'*_ 15.70 FEET 2.00 FEET 0.90 FEET 6.20 FEET I I I I I I I I I I I I I I I I I I I BRADE BEAM PROGRAM BLDG. A LINE 4 Z< 4. 1 ************** GRADE BEAM DIMENSIONS WIDTH = 16.0 INCHES DEPTH = 12.0 INCHES LENGTH = 50.0 FEET ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEET) 1. 50 12.50 LOAD TYPE 2 (CONCENTRATED MOMENT) LOCATION (FROM TOE) (FEET) 25.00 LOAD TYPE 4 (UNIFORM OR TRAPEZOIDAL) MAGNITUDE (+ TOWAKDS SOIL) U IPS) 3t>. 00 -JO.OO MAGNITUDE (+ TOWARDS TOE) (KIP-FT) 538.OO ( + LOAD TOWARDS SOIL) LOCATION (FEET) 0.00 MAGNITUDE (KLF) 1.92 LOCATION (FEET) 50. OO MAGNITUDE a LF) 1.92 ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 3.4 SLIDING FORCE = 0.00 KIPS NORMAL FORCE = 122.0O KIPS LENGTH OF SOIL REACTION = 47.11 FEET MAXIMUM SOIL REACTION = 3.884 \ SK MINIMUM SOIL REACTION = O.OOO hSF HATE PROJECT burkett &uuong structural & civil engineers SHEET JOB NO. PROJECT burkett &uuong structural & civil engineers JOB NO A- I 7-2, ( ) Z ?.* 1 1 L 2 lO 1 *~ \s^ - h 3 = 2.2" - rev s-' •= ^ rz- i° p 1° p •\r -]f Jy Jy vj 1 P / \ > > P f r 1 , *<-" 8(5-7 4f^~ = ."73 " " burkett &wong .OR MO PROJECT structural & civil engineers P, * / ?2- 2.2* ' 1i<3 2- ^ P, •=- 2 <5 Jl~73, 7 i ± '' 72-(!2.&)48\>Z)//Soo(,ls-}l) ^ 1.3," 3 > ~ , ) -- ^ ^ ( 1 1 _L5L 1 C-=- c 6?* f P i° i° PJ 1 j i JV -L- •*,> 4^ \s- 2-'I KTi ^ I DATE PMr,p Krfl burkett &uuong SHEET^ JOB NO, PROJECT W|S£-r 15 structural < civil engineers T.ft- ~ /. lls> " 72- 2 - ) - z i-q *'/, (/w j= -- ,t>2. 2 ( = .021 . t sr = A ~ Z? MT, DATE_ ENGR. 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V A ft,2.'/i k? -f 72^ 320 iO 4 •*/•<?" 0t-ydjOo£>- bo ^''^- fYMiVinNV»\ DX e ~ro>o , SZ IT V r'Q' ae ^^-Sil- -I -H' .[ /O DATE.burkett &wong PROJECT structural & civil engineers oe,V '0 7 I 10' ) -4£ = , 2- -f- .38 £ (-1? // C61//J I I I I I I I I I I I I I I I I I I I DL.-O INTERACTION PROGRAM PANEL S-2 PIER #*#*##*#***##******** bbLTIUN Ph'UPtHTltS LENGTH = 5.00 FEET WIDTH = 6.50 INCHES GROSS SECTION MODULUS REINFORCING LOCATION (INCHES; AREA (SQ. INCHES) LOCATION (INCHES) AREA (SO. INCHES) ; 900.0 IN 2 . OO 0.62 50. 00 0 . 3 1 10. oo 0 . 1 1 58.00 0. 62 2O. OO 0 . 3 1 30 . 00 0.31 40 . 00 0 . 3 1 MATERIAL PROPERTIES CONCRETE ULTIMATE COMPRESSIVE STRESS = MAXIMUM USABLE STRAIN = 0.0030 MODULUS OF RUPTUFE = 333. PSI :. OooO 'r s 1 STEEL YIELD STRESS = &O.OOO YIELD STRAIN = .O02070 SI CAPACITY REDUCTION FACTOR (AXIAL LOADS) = 0.7OO CAPACITY REDUCTION FACTOR (FLEXURAL LOADS) = 0.900 ft******************** INTERACTION VALUES NOMINAL DESIGN PURE AXIAL LOAD CAPACITY ZERO TENSION AXIAL CAPACITY ZERO TENSION MUMENT CAPACITY BALANCED AXIAL CAPACITY BALANCED MOMENT CAPACITY TRANSITION AXIAL CAPACITY TRANSITION MOMENT CAPACITY PURE MOMENT CAPACITY CRACKING MOMENT (KIP-FT)= 0 IPS) 0 IPS) a -FT) (KIPS) a -FT) O IPS) U -FT) a -FT) 1154.8 915.7 483. 7 500.3 859.2 167. 1 579.2 383. 1 646. 7 641.0 .< _'O • O 350.2 60 1 . 5 117.0 405.5 344 . 3 124.6 DATE burkett &uuong JOB NO. PROJECT I OM U E&-T structural & civil engineers -h \v>i» i ^+ om - (is - ^ DATE FNGB burkett &iuong JOB PROJECT MISSIOM structural & civil engineers ~ 77 - 101 « F (7 ),/0,8 26.1 /Z? \0 »• nn S nn ..• nn »• n ^£SfreovE- QlZ*Kr Gtt. : it? 2-^glO . ^^ S^ r.s 10 STO ?< 5r JO i 3- -a-iQ 2-TTg- L, -^F^ 9o 10 LJ G/= fl ^ DATE burkett &wong SHEET JOB NO. PROJECT (7 structural & civil engineers y- (2 (7 H 2) = - . SZ OKL fi=#ri o*j 2- 1 INTERACTION PROGRAM I 1 9n 10" WALL ********************* SECTION PROPERTIES LENGTH = 9.83 FEET 1 WIDTH = 6.50 INCHES GROSS SECTION MODULUS = 15074.1 IN 3 REINFORCING LOCATION (INCHES) 2.00 AREA (SO. INCHES) 1.58 LOCAT I ON ( I NCHES ) 49 . 00 rtREA (SO. INCHES) O.31 1 I • 1 |^V 1 LOCATION 'INCHES:/ 99,00 AREA ISO. INCHES) O.71 ********************* MA TER I ML CONCRETE ULTIMATE CQMPKhS: MAXIMUM USABLE E •SlVt BiPtrbb »TRAIN = <t n MODULUS OF RUPTURE = 383. STEEL YIELD STRESS = YIELD STRAIN = . 60 . OOO !• S I 002070 CAPACITY REDUCTION FACTOR (AX .-?.-•*£ 6 /" 9.00 19.00 29.00 0.31 0.31 0.31 59.00 69. OU 79.00 0.31 0.71 0.32 1 O9 . OO 116. OO 0.31 1.58 PROPERTIES = 3 . uuoo I- s 1 (p".() PS I IAL LOADS) = 0.700 39.00 0 . 3 1 89 . 00 0 . 3 1 CAPACITY REDUCTION FACTOR (FLEXURAL LOADS) = 0.9OO ********************* INTERACTION VALUES PURE AXIAL LOAD CAPACITY ZERO TENSION AXIAL CAPACITY ZERO TENSION MOMENT CAPACITY BALANCED AXIAL CAPACITY BALANCED MOMENT CAPACITY 1 TRANSITION AXIAL CAPACITY TRANSITION MOMENT CAPACITY PURE MOMENT CAPACITY 1 1 1 1 1 CRrtCf ING MOMENT (I f. l* ^ looo • t • NOMINAL DESIGN a IPS) 2333.2 1306.6 a IPS) 1863.3 1304.3 0 -FT) 1937.5 1356.3 O IPS) 1OO7.5 7O2. 4 a -FT) 3639.5 2547.6 0 IPS) 328.^ 230.0 G -FT) 2431.2 17O1.8 a -FT; 1807.4 1626.7 IF-FT)= 481.6 f~ ^^••^^^•^^•^^•^^^^ ^\ J>'•r CulD 110t) DATE. ENGR. PROJECT burkett &uuong SHEET.r>u-u JOB NO. kj structural & civil engineers . TO 1,08 •12.11,2 7 DATE. ENGR. \/a(O burkett &wong JOB PROJECT structural & civil engineers (r-J 0 nn 2l (6 Zl,2 11» *. I i It, 23 JT 0 (no- SZ- e-? ^--»g *» -7 ^. v/f, I1P< I (is - 10 DATE PROJECT Klg£-T (7 burkett &uuong structural & civil engineers SHEET. JOB Ni tcs. i ^ A = /-?, 2 0-7 35)6£MtiiV6- 3 - l" ?. 2 1 3 '/z St.* Ou f I.S~ - f r - zy I /=z.' OATF lAfO ENGR burkett &wong SHEET. JOB NO, PROJECT J7 structural & civil engineers Q J 7-sv\AS/0/\;2.- I' ~ I > ,J">oo/t /<P V - , 7.T - n •/- -- ,2 d\ •£* f ;<•' \hDATF \/°(0 ENGR_ burkett &wong PROJECT MissioM |<J£sr 17 structural & civil engineers SHEET. JOB (•* - 7 AT - ^ 17 1 1 n - 56 - 25" my + li'fr" DATE burkett &wong PROJECT 17 structural & civil engineers SHEET. JOB NO. 1- Ge. Jo / , fo - ~ n i / I (, - Ib r 4-T— ?z -7 DATE PROJECT |7 burkett &wong structural & civil engineers SHEET. JOB N( -40.082. % N 7 'a "* ~i 'o Ls/vfE. 6- PS.I DATE. ENGR. burkett &uuong SHEET. JOB Ni PROJECT uiesr c?structural & civil engineers 6- •=• 10* fl- «T 7 /« / - ?.77 . ^.^f A// ^= A- b. - "7, // -trJ / ^ - 2-9 ~ 77 •=? => -S = AT ^f ic y a ^2. hi l — <~e *" DATE. ENOH burkett l.\ & uuong^r engineers & plonners •HCCT. JOB NO.. PROJECT rn I'SS. t <?? 171 I it „ t r*j. t *"* %L * Peu.*l££. tiff II 2. lal OX2.<£M<] /I IZ I I I I 1 I I I I 1 I I I I I 1 1 I I DATE PROJECT 17 burkett &uuong structural & civil engineers SHEET. JOB NO. o C-\ |-*t«\ T r-. F-l f.O N| —ra- r -- Z K 2-1'. zs'. -2.1'r1 (7 I I I I I I I I I 1 1 O burkett &uuong PROJECT MIS&I0M kl£S< NO. structurol & civil engineers I I I I I I I Z- ^ 103 ~- -CAS- r ' < n' " cue-e-p (£ ^ - / 0 r/r - ' X ?' < GO ' L£6- X I 1 1 I I I I I I burkett PROJECT M |C,<,|0kl C? structurol & civil engineers I I I I I I I I I /I/-/ AJ « £ P - P 'rn COKJO 0MLV L- ?7' P, -- ^ 5)U- "7- , so" ° ; " 0 £ , -H z-9"^^M- 6- * "7 I I f I t DATE.,x,n burkett _„ PROJECT (7 structural & civil engineers 1 iiiiit§i A/ -. ' '0 - &.-C' rs 5/7 " - ,4(*Y*3V2.)-«r i n^ 0 +.10 -j- 30" ft)* tz] TOP A =•s-K (of, \J e Z) 0) Tor rZi= I t I I I I I I I "T"', I I 1I I I I ??.- .'•'I I I 6R&3E BEAM PROGRAM N-l LINE A CASE 1)••**„>,; ************** GRADE BEAM DIMENSIONS WIDTH = 43.U INCHES DEPTH » 30.0 INCHES LENGTH • 37.0 FEET ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEET) 8.00 19.OO 35. OO LOAD TYPE 2 (CONCENTRATED MOMENT) LOCATION (FROM TOE) (FEET) 13.00 LOAD TYPE 4 (UNIFORM OR TRAPEZOIDAL) MAGNITUDE (+ TOWARDS SpiL) (KIPS) * 25.00 10.00 17.00 MAGNITUDE (+ TOWARDS TOE) (KIP-FT) 1230.00 (+ LOAD TOWARDS SOIL) LOCATION (FEET) 8.0O MAGNITUDE (KLF) 2.90 LOCATION (FEET) 18.00 MAGNITUDE U LF) 2.90 ************** STABILITY AND SOIL PRESSURE RESULTS I*- OVERTURNING FACTOR OF SAFETY = 1.9 SLlIllfll&TQPCE = 0.00 KIPS NORMiiL FORCE = 136.50 KIPS LSSGTH OF SOIL REACTION = 25.47 FEET MAXIMUM SOIL REACTION = 2.680 KSF MINIMUM SOIL REACTION = 0.000 hSF ^.ijana^tt 1 1 1 I 1< i t — *iii i »: •.A. N-l LINE A CASE 1) **#**.*#*#**#.*# bRrtDE DISTANCE (FbE"") 1.25 2. "50 3.75 5 . or- 6 - rtf 8, 77 * '11. if 1 2 ' £i" •• -' ^"T* i1. / i* -" IF 7~ *5 4 '"ifST .£ .1 *n*-i KT ~ *™ "" : <w- «-iT 71=; A.-,-* fc* ' V.' ' r'- **><3t j"!/*1 i ^«" V<? * • ^ -• 2fc.25 • 27 Sr- 28.7ST ->. , 3<) ufl 3i . rr •• 32 5"' . :- 33,7?" 35 00 BEAM MOMENTS AND SHEARS D SHEAR <K1°S> MOMtNT (KIP-FT) 1 1 . JO 21.73 31.61 40 . £4 49. 4O <-,,. S7.31< — * 37*38 40 . 35 42.66 44,31 45 , 3 1 4* A 4 4r- "2 J.4 ""4 44 . 88 36i 83 36 , 9O 36.25 34,95 33- 13 29..T.8 2"11 .. 50 2f. 63 *n -f -T «•A.. -. t \- f~) 4 OO 3 . oo 7.06 27.71 61. 12 106.47 .-. 162.95 <- 229 . 69 • ^ 283,24 ' ' • 331.89 333.85 438 26 -735.67 . -678 . 76 I -5,,=. "74:« 1" • i. f — ^ -510. 45 ' ' .« " -4^-4,71 -41R.96 *t.-T/n -to •-. / JL. 4 / O -326 . 99 -232,42 -239 . 85 -199 62 -161.73 -126 13 . -V2 ,, 98 ™" C^ j ^ j -33.60 -<= 55 1 6 <"\1. _ VALUES * POSITIVE SHEAR : NEGATIVE SHEAR : POSITIVE MOMENT : NEGATIVE MOMENT : 58.H1 KIPS 0.00 KIPS 460,sA KIP-FT -758.24 KIP-FT e 37.00 FtET 13.00 FEET 13.25 FFET -st I i I I ii i i i GRADE BEAM PROGRAM N-l LINE A CASE 2) ************** 6RADE BEAM DIMENSIONS WIDTH - "<$e.Q INCHES DEPTH * 3O.O INCHES LENGTH * 37.0 FEET ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEET) 2.00 19.00 29. OO LOAD TYPE 2 (CONCENTRATED MOMENT) LOCATION (FROM TOE) (FEET) 24.00 MAGNITUDE <+ TOWARDS SOIL) <KiPS) % 17.00 10. UO 50. OO MAGNITUDE (+ TOWARDS (KIP-F.T) 1230.00 LOAD TYPE 4 (UNIFORM OR TRAPEZOIDAL) LOCATION (FEET) 19.00 MAGNITUDE (KLFJ 2.9O (+ LOAD TOWARDS SOIL) LOCATION JFEET) 29.00 MAGNITUDE (KLF) 2.9O ii i ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING'FACTOR OF SAFETY » 2.8 SLIDING FORCE - O.OO KIPS NORMAL FORCE = 161.SO KIPS LENGTH OF SOIL REACTION =» 37.00 FEET MAXIWUW SOIL REACTION - 1.991 HSF MINIMUM SOIL REACTION - 0.192 I-SF I t i i I I i t i I i i i «• N-l LINE A CASE 2) ************** GRADE BEAM MOMENTS AND SHEARS DISTANCE (FEET) SHEAF? (HIPS) MOMENT (KIP-FT) 1.25 2.50 3.75 5.00 6.25 7.50 8.75 10.00 11.25 12.50 13.75 15.00 16.25 17.50 18. 75 20.0O 21.25 22.50 23.75 25.00 26.25 27.50 28.75 3O.OO 31.25 32.50 33.75 35.00 36.25 MAXIMUM VALUES POSITIVE SHEAR : NEGATIVE SHEAR 9 POSITIVE MOMENT : NEGATIVE MOMENT : 7.93 -1.45 5.87 12.88 19.60 26.00 32.11 . 37.91 43.4O 48.59 51.. 48 58.07 6J.35 66.32 69. V9 60.46 59. 90 59.04 57.87 56.40 54.62 52.54 SO. 16 0.37- 1. OO 1 33 1.36 1.08 0.50 69.99 KIPS S -4.46 KIPS 6 949.60 KIP-FT @ 266.04 1- IP-FT £ —^ 18. 2. 24. 24. 4.98 9.06 11.86 . 43.94 72.47 108.82 152.6O 203 .-45-. ,- 260.98 324.8J .* 394. 55* ' 469.84 550.29, ' 635.32 -** f 712.44 :V',f" 787.70 1 862.07 \ 935.17 \ -223.39 1 -133.97 -86. 97 ri*"\ -*.=• -16.50 -15'. 62 -14. 13 -12.42 -10.87 -9.83 75 FEET 00 FEET OO FEET 25 FtET I ^U_u _,^-^JE I f I I I I I I I I 1 i i i GRADE BEAM PROGRAM N-l LINE A CASE 3) ************** GRADE BEAM DIMENSIONS WIDTH = 48.0 INCHES DEPTH = 30.0 INCHES LENGTH = 37.0 FEET ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEET) B.OO 18.00 35.00 LOAD TYPE 4 (UNIFORM OR TRAPEZOIDAL) MAGNITUDE <+ TOWARDS SOIL) (KIPS) 68.00 20.00 40.00 (+ LOAD TOWARDS SOIL) LOCATION (FEET) S.OO MAGNITUPE (KLF) 4. 1O LOCATION (FEET) 18.00 MAGNITUDE (KLF) 4. 10 ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY - 100.0 SLIDING FORCE = O.OO KIPS NORMAL FORCE - 224.50 KIPS LENGTH OF SOIL REACTION = 37.OO FEET MAXIMUM SOIL REACTION = 1.834 KSF MINIMUM SOIL REACTION » 1.200 KSF I I I f I I I A I I P I I I I I N-l LINE A CASE Z) ************** bRADE BEAM MOMENTS AND SHEARS DISTANCE (HEET) SHEAR U IPS) MOMENT (KIP-FT) 1.25 2.50 3.75 5. OO 6.25 7. 50 8.75 10.00 11.25 12.0 13.75 15.00 16.25 17.50 18.75 20.00 21.25 22.50 23.75 25.00 26.25 27.50 28.75 30.00 31.25 32. 5O 33.75 35.0O 36.25 MAXIMUM VALUES POSITIVE SHEAR : NEGATIVE SHEAR i POSITIVE MOMENT : NEGATIVE MOMENT « 7.24 14.3.8 21.40 28, 32 35.14 41.84 22.63 21.27 20.01 18.85 17.81 16;. 87;' 16*04 15.32 31.42 25.99 20,. 46 15.04 -9.73 -*»?2 0.58 5.5V 10.45 15.23 19. 9O 24.46 28.92 -6.73 -2.49 -107.20 -129.38 -144.85 -153..-75 ,-156.20 -152.35. -142.33, -126.27 -104.31 -76.57 -45.20 -9.32 -15.08 43.17 KIPS -35. O6 KIPS 172.41 KIP-FT 7.75 FEET 18. OO FEET 8. 00 FEET -156.22 KIP-FT @ 26. OO FEET GRADE BEAM PROGRAM INTERIOR PANEL 3 LINE A GRADE BEAM DIMENSIONS I I I WIDTH » 48.o INCHES DEPTH = 24.0 INCHES LENGTH = 32.0 FEET ****#*****«** GRADE BEAM LOADS LOAD TYPE 1 'POINT LOAD) LOCATION (FROM TOE) 'FEET) 8.00 24. 00 MAGNITUDE (+ TOWARDS SOIL) (KIPS) 14.00 3.00 LOAD TYPE 2 (CONCENTRATED MOMENT) LOCATION (FROM TOE) (FEET) 16.00 NJ1A6NITUDE <+ TOWARDS TOE) (KIP-FT) 759.00 I LOAD TYPE 4 (UNIFORM OR TRAPEZOIDAL) <+ LOAD TOWARDS SOIL) LOCATION (FEET) 8.00 MAGNITUDE <KLF) '' 2. 10 LOCATION (FEET) 24.00 MAGNITUDE (K.LF) ' 2,10 ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING FACTOR OF SAFETY = 1.8 SLIDING FORCE - 0.00 KIPS NORMAL FORCE » 89.00 KIPS LENGTH OF SOIL REACTION = 19.45 FEET MAXIMUM SOIL REACTION - 2.283 KSF ^ I (• 6 -^ MINIMUM SOIL REACTION = 0.000 HbF I € f 1 1 1 1'i-»i•j^^ i i j*1 INTERIOR FP>M!£L ************** , l.-xi *""* "\ /"^ T "'0 • 4 „ V t 7 ' ; S 9 I'1 " 1", ' ' I ? 11 " H j **" '! / la IV -; > 2o , ; ' .si1, oo 2 ": '• „» £J 27 ' •' 2P "<r /"*. "". t " • ; -32 @ LINE A GRADE BEAM MOMENTS AND SHEARS f^m SHEAR (KIFTr) MOMENT 7.72 14.96 21.74 28.04" 33.88 . 39.2% 44. 14^ 4-)* 36 . 41 37 . 79 38. "'O "•* o 1 at. "*••••'..? 1 1 ""lO , fel. 17 , 64 ~o 20 --4 . 29 "1.91 29.05 25, 80 22 . 50 1 9 , 20 1 5 , 90 ' 9,6'-' , . p., 40. * 7 , r r ' *• 6 00 4 , 8t" 3,60 • .'2.4- t „ 20 -O O'" (f IP-PT) 3.90 15.27' 37.66 58.59 8*? 59' , - 126, 19 i L. ~* o iIQfi"! t • . . ^, •-> ^ <-l CJQ 248,42 2SS.56 323.84 362 80 401 97 44-t> V^7 479 or 515.9^ -2< >7 , 72 -174 59' -144,07 -116 .6-3 -92, 48 -•'I -ft '. -54 oa / ? \r \ ) // -11 i ; - -16 73 "™* i nl "™" » 1 A. —a, 1 ~" -2 ".1 _. < -r- I VALUES PCKITWE SHEAR NEGATIVE SHE/SR POSITIVE MOMENT. NrftATIVE MOMENT 47.71 KIPS -i» «>0 KIPS @ 7. SO f-Et-T iS 32. ou FF.ET id 16.20 i-FF r I I I GRADE BEAM PROGRAM N-3 LINE G CASE 1) I I I I I P v I I I I ************** GRADE BEAM DIMENSIONS WIDTH = 48.0 INCHES DEPTH = 24.0 INCHtS LENGTH = ='0.0 KEEf GRADt BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) JFEET) 7.50 34.50 35.50 .. if -•>>., MAGNITUDE ( + TOWARDS SOIL) < (KIPS) v 148.00 -56.00 78.00 ************** STABILITY AND SOIL PRESSURE RESULTS r •". 'I OVERTURNING FACTOR OF SAFETY * 2.8 SLIDING FORCE = 0.00 KIPS NORMAL FORCE = 230.00 KTPS LENGTH OF SOIL REACTION a 44.96 FE6T MAXIMUM SOIL REACTION - 2.558 KSF MINIMUM SOIL REACTION = O.OOO KSF 1 1 1 1 1 1 1i •.I i *i •"*•» i N-3 LINE 5 CAS^ 5 5 ************** '7-»-ui=: BEAM MOMENTS AND SHEARS D I STWJi ,L ' F ..- ~ i" ' SHEAR ( *» 1 PS ) MOMEN F 1 - "15 11.11 Z.T" 21.37 " -»f.r *p*-^ -™I-T .. r _> *. a X- / 5. u> 42.31 7 „ =-. -86 . 67 '- •••.- -77.69 10. ><' -69.07 1 1 , ."5 -60.80 12 =. -52, B9 -33-. 13 - T 1 .. 2r? -24. -0 2f ••' -12, M9 ""; -~ — "* 47 •Jec"->"* '- _•-» 40 >»" 27- ""'" 2,31 25,0. 6.67 26 25 10-67 27 «! 14,3'l ..'-! /••-• 17 60 "\\ *"^( ) *"" ""* '.7 ' -' 23.11 3'" - 27-20 ".-. ^ 84,71 "* .' - "' i. > ~y' 5"*i ' *" ' •* CJ *T 1 C *" y • ^ 'J' 9.11 4<' o 9 2O 4i. .„"•-" 8.9.; 42 £>' 8,31 4" '"f "T,33 45 o ' 6 "" 4 A /'~ H *H> +'<-• *=• 1. '-o t., .... th IP-hT) 1..98 6 1 . 50 1 OtJ . 1 4 -^ 219.49 116. 80 25. 12 -56. Ol -127,03 ~~ ** \.~ • "rf « _' 7 -2 "3 -97 „..-;•; •:; _ ;_Q / - "41 , O2 ""• __t ^Jj "^ _, J_ _"17'> "-o-.' / * •> " "o J ^ .-« s .^ "T e v.J \J --178,90 -"" 5.2 , " 8 -.; '+., 40 - i , . , t im r l -i(. ^ ...:-•- 04 - ] 4 i i*} •- 1 ' y - 66 — V'-, .,.',> — '.. •-• i >-" - '. -•• " i > 1 I Ir 7 1 1 —^4 in^ -".• "O -',."" 74 "J": 24 VALUES Pi'SITIVE SHEAR NirGATI'v'E SHEAR P'.SITIVE MOMENT NI--.I-ATIVE MOMENT H4 KIPS e I- IPS ia (• IP-FT @ ^ iP-Fr i§ 7.50 7.21-: -F.- I 1 I I I I I I f I I i i faRADt t»_ -M hRGbKAM HO£ 2) GR«Dt£ BEAM DIMENSION' j NLJHESWIDTH = - . DEPTH = ::-:•, ING'-'h LENGTH = -./.i F"~.iir SV-iOt BEAM LOADS LOAD TYPE ' POL'NT LOAD) LCC^-i T-J J^ROM TOE) !- ']" ) 14. 50 15. 50 4,:. 50 MAGNITUDE (+ T-r^jfti I..S SOIL) (J IPS) -6. O'J i4a.oo -56.t ' i ************** STABILITY AND SOIL PRESSURE RESULTS OVERTURNING -ACT'jrv OF SAFETY = 1. , 5 SLIDING KHr't el = J.oO KIPS NORMAL FJh-^r. = 14S.OO KIPS'- uENGTH OF -5UxL Rt£ACTION = 27.27 FEET MAXIMUM SOTL REACTION = 2.i77 KSF MINIMUM aOTL. REACTION = O.OOO KfaF "•••'JV--5 •>- LIN. **s ? * - -i," . DT=' ! ..-- '- B£AP1 n(JMENT<3 AMI SHEARS SHtAP ^ l0'^ ' MOMENT (Yl->----T, I i i -•_ -•, , / -2V ,<)! •.,?"' 7O - 'H V ! H ) • "T i *">' i --it'' /i' > '">•"/ b'-.-'.bl 615.'»: ..:i 61 J, — 1 '"^ JU. P -ITJVt SHtAR N.- -riT'. v^-I ^HbAR 0 -11 "- li MOPIhNT •J- H ' v'-: M'JMtNT I- IKS S IS. 2"' : *•-. I-IPS a 42.2^" K- KIP-FT @ 15.5^ =;.- klP-Ff « 42.5'. c.' I I I I I I f I 6RADE BEAM PROGRAM £-4 LINE 4 CASE 1) ************** 6RADE BEAM DIMENSIONS WIDTH = 48.0 INCHES DEPTH » 24.0 INCHES LENGTH - 43.5 FEET ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) (FEET) 5.50 3O.OO 31.00 MAGNITUDE (+ TOWARDS SOIL) (KIPS) 125.00 -29.50 53.00 l ************** STABILITY AND SOIL PRESSURE RESULTS rf OVERTURNING FACTOR OF SAFETY - * 3.9 SLIDING FORCe » O.OO KIPS NORMAL FORCE*! 20O. 70 KIPS LENGTH OF SOIL REACTION - 38,58 FEET MAXIMUM SOIL REACTION « 2.601 KSF MINIMUM SOIL REACTION » O.OOO KSF ff J I f i i i i *i i E-4 LINE 4 CASE 1) ************** GRADE BEAM MOMENTA AND .«• I I I I I I I I s*I DISTANCE <FEET) l.OO 2.0O 2.99 3.99 4.99 5.99 6.98 7.98 8.98 9.98 ' 10.97 11.97 12.97 13.97 14.97 15.96 16.96 17.96 18.96 19.95 20.95 21.95 22.95 23.94 24.94 25.94 26.94 27.94 28.93 29.93 30.93 31.93 32.92 33.92 34.92 39*92 36.92 37.91 J58.9* *: 59.91 •s4.0. 91 %.90 42-90 MAXIMUM VALUES POSITIVE SHEAR NEGATIVE SHEAR POSITIVE MOMENT NEGATIVE MOMENT SHEAR (KIPS) 9.oi §, • . 42.J5& -74*73 -67.29 -^"C^plS,. -53*22" -46. 59 -40.22 -34. 12 -28.30 -22.74 -17.45 -12.42 -7.67 -3.18 1.03 4.98 8.-j66 l2*r'07 15.22 18.09 20.70 23.03 T 25. 10 •' 26. 9O 28.44 29. 7O 60.20 7,92 8.38 8.57 8.49 8.14 7.53 6.64 5.51 4.31 3. 11 1.92 0.72 S 60.20 : -77.78 I 126.56 t -336. 10 •" MOMENT (KIP-FT) 4,54 17.97 40.02 AM - iz.(» 70.44 -> 108.93 92.93 22,10 -41.44 -97.96 -147. 72 -191.00 -228. O7 -259.19 -284.62 -304.63 -319.53 -329. S3 —*, -334.92 -335.97 -332.95 -326. 1-5 -315.76 -302. 13 -285. 49 -266. 12 -244. 2tJ -220.23 -194.28 -166.^5 -137.6^ -8OI991 -68. 14 -59. 9» -51.51 -42.97 -34.65 -26.81 -19.72 -13.64 -8.75 -5.04 -2.53 -1.22 KIPS 8 30.93 FEET KIPS 9 5.59 FEET ' KIP-FT 3 5.39 FEET KIP-FT @ 18.76 FEET I I I I I I I I I I I I I I I I I I I GRADE BEAM PROGRAM E-4 LINE 4 CASE 2) ************** GRADE BEAM DIMENSIONS WIDTH = 43.0 INCHES DEPTH = 24.0 INCHES LENGTH = -13,. 5 FEE I" ************** GRADE BEAM LOADS LOAD TYPE 1 (POINT LOAD) LOCATION (FROM TOE) MAGNITUDE <+ TOWARDS SOIL) M-LIED U IPS) ] .1 . 50 125. C-0 38.00 -29.50 ************** STABILITY AND SOIL PRESSURE K- SULTS OVERTURNING FACTOR OF SAFETY = 2.3 SLIDING FORCE: - o.oo i-IPS NORMAL FORCE = 147.70 t IPS LlrNC-. Ml OF SOIL REACTION - 29.49 FE-IET MAXIMUM SOIL REACTION = 2.504 f SF h]N:-iUM SOIL REACTION = O.OOO h SF I I I I I ?I I I 35.92 36.92 37.91 38.91 39.91 40.91 41.90 42.90 MAXIHUM VALUES POSITIVE SHEAR : NEGATIVE SHEAR ; POSITIVE MOW6NT s NEGATIVE MOMENT : 8.63 16.92 24,. 87 32.48• E-4 LINE 4 CASE 2) i *******Jt* , . : ; --ADE BEAM MOMENJS AND DISTANCE <FEET) SHEA1R 1.00 2.0O 2.99 . 3.99 4.99 5.99 ''6.98 7.98 8.98 9.98 10.97 11*97 12.97 13.97 14.97 15.96 16.96 17.96 18.96 19.95 20.95 21.95 22.95 23.94 24.94 25.94 26.94 27.94 28.93 29.93 30.93 31 . 93 32.^2_J_ >ii_ 33. 92 76:^31 -43.78 -39.21 -3,4.98 -3^.0,9 -27* 53 -24^.31 -21 £45 -18.89 -4,821 -f3.29 -12,11 *li,'2S -10.74 -10.57 -10,73 13.22 14^41 15.61 16.81 18.01 19.20 20.40 21.60 22.80 5.51 4.31 Z. 11 1.92 0 . 72 . MOMENT (KIP-FT) 78.31 KIPS @ -4S.70 KIPS ti 490.26 KIP-FT % -21. 12 KIP-FT ia 4.33 17.10 37.97 - ,*'X 66.61 102.68 145.83M 195.74. 252. 06 314.46 382.60 456. IrS 472. 4O; 431.03 394.05. 361.12 331.9U 3O6.07- 263. 19 *•>„..••-».»•- * ,;-•' ' v '•* r ' • V --* 'V ' ! & •* \ / \- ) 245.47 229 . 78 - 215.78 203.14 191.51 180.56 169*96 159,36 ' , 148 .,43 136.8&" 124.23 110.45 95.47 79.30 61.93* 43.37 23.61 2.66 -19.49 • '• r . . • • -16.34 - 1 1 . 44 -7,74 -5.23 -3.92 11.37 FEET 11.57 FEET 11.57 FEET 38.11 FEET I I DATE. --ENGR. PROJECT burkett &ojong t7 structural ft civil engineers SHEET, .J ~J JOB NO_££££_A. ±- I |r f I I I I I I I I I I I I I I I I DATE. •-ENGR. burkett &uuong PROJECT t7 structural t civil engineer* SHEET. JOB NO *•>-, -•*•> j . zV 1 ~s ^^ UJ-z. •+,_/ , zs1 ^ "^ vl/ ^"7" -x ^ -/ I I l" I I I I I I I I I I I I I I I I DATE burkett &uuong SHEET JOB MO r-, . PROJECT structural ft civil engineer* 6UI75- A I I I I I I I I I I I I I I I I DATE. PROJECT burkett Among structural t civil engineers JOB NO_ iU j|w 4 .25" \1V 13 -\ K32 2-^ 5" 3-39 42-4 4,^ 4" 3.50 4-95 2,^ to 76 5T 2*9 8.% 4 [ I I *I I I I burkett SHEET. PROJECT W structural & civil engineers I I I I I I I I 4^7 ,2.5 = \O.B 12. Tu« 8 i = 33-5 - 1" 4 "TT^Cc-sQ, 56?1 4&" f- -^v^cXC t n-i1 Q &A -st ce 4 P= "He—-sr B J ' '"" J * 3.0^ I I I DATE.i n/ 90 burkett SHEET. PROJECT i> t / /l/\/\/ structural & civil engineers I I I I I I I I I I I I I I I I P« 105*- p* - "• £ Lu *Z« 5.97 A- k(O P-c. -p HLLCT DATE (2) PROJECTMIS£IOM kJt^r A burkett &uuong structural & civil engineers JOB NO UOftO -- 1 1 is v-) -,»*'/ -IH- tt JTS = -UH IV- -^ •t /W- /Ab'T- itte\o£/ uiV q1 >t ^'^' I '*<e-r ^ ^ , 9 - - , 6 5" /- A 3 o " ^ — /, 5 Z 7 7 /( PROJECT SHEET, JOB NO. structurol & civil engineers i ,'".")' 'v „-? ,A;I< M f (.3){e>™) nz/8 -f- /.s-sfaoj/i) = S.I& ^'/t < 6 08: *Z-( ENGR. burkett &uuong JOB NO.XV PROJECT structural & civil engineers <'/, y i- i. r 2.74-6? Cl IS* S'L .0'+-M A_ v- I DATE_ ENGR. /9O burkett &uuong PROJECT structural t Lclvfl engineers " ' SHEET. --J-4--V*—-' '.--,: :. -.-----, JOB NO_ 3^7SVz. - 5\ , q- 56"' .0000*1 ~- 0000 5,15' - 2U "- DATE. r. j . i.-!~ bur kett &uuong " "1" •~&.- « • •"!' ',< {'• /|'• f -r^rMr^-r-.^TJ' ff:i!^':i-T r -; r r- ?{ K^fH^'f'! vr i '•• l..,|,.jSHEET_ /. ,T « I CWA y r... , ,....v^ .. ^.,,. ;. ;. ;y^-.!:;ij.ir 4.^...,;. i~,--... '-•._.. t . f -I „'.,...? .„.-:...--. •- ,: — :.i..t-.^.-i...l/,-: ___ } ..f Hi.'. „'.. .;..'!.. . ,-.. • .1 ; !" i'-i / • .• , •-•'.;.. s-.V ,• •» -"3 ;i -j . \ ';;r '; -• ''"" ' " -s-'^v • 'i!-> *• • — i .'..-r--- | ". -•••f--'j--\ -,"-,-•- ,- i- * 4 BUILDING PERMIT 01/28/91 08 09 Page 1 of l Job Address 2035 CORTE DEL NOGAL Permit Type PLAN CHECK REVISION Parcel No Valuation ° Construction Type- NEW Str PCR No PCR90123 Project No A9000764 Development No Fl Ste 0570 Ot/28/91 OOOi 01 3? Class Code CT80-34 PANEL JOINT CONNECTIONS Appl/Ownr K M & A 1515 MORENA BLVD SAN DIEGO,CA 92110 Plan Check Number *** Fees Required *** Fees . Adjustments Total Fees 105.00 00 105.00 Fee3 description Plan Check Revision Fee Status ISSUED Applied 11/20/90 Apr/Issue 01/28/91 Validated By CD 619 276 7710 > CB900090 *** Fees Collected & Credits 105 00 °° °° Total Credits Total Payments: Balance Due 1 Units Fee/Unit Ext fee Data 105 00 FINAL APPROVAL INSP. DATE__ CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Or , Carlsbad, CA ,92009 feis) 438-iiei 1 PERMIT TYPE | ~ D COMMERCIAL QNEWQTENANT IMPROVEMENT B D INDUSTRIAL DNEW QTENANT IMPROVEMENT c DRESIOENTIAL DAPARTMENT QCONDO QSINGLE FAMILY DWELLING ^ADDITION/ALTERATION DDUPLEX DDEMOLITION nRELOCATiON QMOBILE HOME DELECTRICAL npLUMB1NG [^MECHANICAL OPOOL DSPA QRETAINING WALL Qs^rtF) QOHJER 2 PROJECT INFORMAIMON PLAN CHECK Ne Address I <-j ~^\ T 1 /AC>V FOR OFFICE USE ONLY LEGAL DESCRIPTION Subdivision Name/Number Phase No CHECK BELOU IF SUBMITTED Q2 Energy Calcs Structural Calcs Q2 Soils Report Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE 3. CONTACT PERSON CITY ADDRESS ZIP CODE SIGNATURE V f=^ \ ^~ \ \^_ T V ~J ' ) f^ ( ( ^J) \ ^ J^J ^ 4 5 6 7 APPLICANT D CONTRACTOR NAME CITY PROPERTY OWNER NAME CITY CONTRACTOR NAME CITY STATE LIC * SIGNATURE DESIGNER NAME CITY WORKERS' COMPENSATION [7] AGENT FOR CONTRACTOR Q]OWNER ADDRESS STATE ZIP CODE OWNER ADDRESS STATE ZIP CODE ADDRESS STATE ZIP CODE LICENSE CLASS TITLE ADDRESS STATE ZIP CODE D AGENT FOR OWNER DAY TELEPHONE [^LESSEE QTENANT DAY TELEPHONE DAY TELEPHONE CITY BUSINESS LIC * DATE DAY TELEPHONE STATE LIC # Workers' Compensation Declaration I hereby affirm that I have a certificate of consent to self insure issued by the Director of Industrial Relations or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE 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 SIGNATURE DATE 8 OWNER-BUILDER DECLARATION Owner Builder Declaration I hereby affirm that I am exempt from tnc Contractor's License Law for the following reason Q 1 as owner of the property or my employees with wages as their sole compensation, witl do the work: and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon,, and who does such work himself or through his own employees provided that such improvements arc 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 ) [^] 1, 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) f~l I am exempt under Section Business and Professions Code for this reason SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' DYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES QNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 DYES QNO IF ANY OF THE ANSWERS ARE TES A FIMAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT CONSTRUCTION LENDING AGENCY 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 10 APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I 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 Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become 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 (Section 303(d) Uniform Building Code) APPLICANT'S SIGNATURE OWNER LTJCONTRACTOR f~]BY PHONE APPROVED BY DATE WHITE File YELLOW Applicant PINK Finance I ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE:(J APPLICANT "~ JURISDICTION: PLAN CHECK NO:SET: _jr.urt CHECKER QFILE COPY QUPS I~ DESIGNER PROJECT ADDRESS;'&£(_ PROJECT NAME: ^ \ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. -i The plans transmitted herewith will substantially comply J 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. r~~J The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Es.giu'1 -.staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone #_ By ; Fi-B c7 POL ESGIL CORPORATION DGA DAA DRN QDM Enclosures Date>Jurisdiction Prepared by«Bldg. Dept, VALUATION AND PLAN CHECK FEE <£>5.57 PLAN CHECK N0.^?< BUILDING ADDRESS APPLICANT/CONTACT geuc-<? BUILDING OCCUPANCY PHONE NO. DESIGNER PHONE TYPE OF CONSTRUCTION CONTRACTOR PHONE BUILDING PORTION fr£V/S/0fiJ /Jo Air Conditioning: Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA £ Tt> Thf-£f / /^t&AJS . VALUATION MULTIPLIER T-rrf2o<j<zD e @ § VALUE s-^r ^/^ Building Permit Fee $ Plan Check Fee $ 'r, C 0 M HE NTS: / // €. @.X / . £ SHEET I OF / 12/87 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: JURISDICTION: APPLICANT _ JURISDICTION.} PLATTTHECKER_ ; ct - QFILE COPY PLAN CHECK NO: 9 O - 9 'O r&V _ SET; X _ QUPS (JDESIGNER PROJECT ADDRESS: <^3^~/ COf^T^ T><=>7. PROJECT NAME: ^I^SlOI\ !V&S.T f*&0 f*&E 77 & •* The plans transmitted herewith have been corrected where j necessary and substantially comply with the jurisdiction's building codes. -, The plans transmitted herewith will substantially comply J 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. D 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. r~j The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. jI Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone # REMARKS: By ; // g t><3 - & Enclosures: ESGIL CORPORATION DGA DAA DRN QDM Datei If Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE n Bldg. Dept. p Esgil PLAN CHECK NO. 70 - BUILDING ADDRESS , ^_ APPLICANT/CONTACT ( BUILDING OCCUPANCY ___ ' TYPE OF CONSTRUCTION 3S"/ PHONE NO. DESIGNER PHONE CONTRACTOR PHONE X BUILDING PORTION K&/i<±it?tJ -7 Air Conditioning Commercial Residential Res. or Conun. Fire Sprinklers Total Value BUILDING AREA — o & pf fz-txs e~. VALUATION MULTIPLIER z> ^^~r e <a e VALUE ^>/=- /^C/^Vb/3 Building Permit Fee $ Plan Check Fee $ /-f/gC^ / COM ME NTS; /-$ f SHEET / OF /12/87 burkett &ujonQ November 2, 1990 structural & ci.il ^ engineers & surveyors 3434 fourth avenue City of Carlsbad son diego, co 92103-4941 Building Department phone (619) 299-5550 2075 Las Palmas Dr. fox (619) 299-9934 Carlsbad, CA 92009 Project: Mission West Attention: Carter Darnell Dear Carter Enclosed for your review are revised details for the tilt-up panel joint connections at the slab-on-grade pour strip. This revision is to apply at Buildings B, C, & D. Apparently, while casting the pour strips at Building C, the special inspector noted the omission of some of the detail reinforcing shown on the structural drawings. Inspectors for the City then called into question the construction of the same detail at Building's B and D previously constructed. The special inspector, Leroy Crandall & Associates has documented the construction to be in accordance with the drawings at Building's B and D. Never the less, this revision, at the worst case, is to apply at Buildings B, C, and D. The steel originally detailed, while desirable is not essential to the structural integrity at the building, thus it's omission can be tolerated. Sincerely, Burkett & Wong Mark B. Batten Associate MBB/bgn N DATE ENGR PROJECT burkett SHEET.1 JOB NO. structurol & civil engineers CHORD REINF. PER PANEL ELEV. 2ND FLOOR LEVEL -2-| 5 (VERT.) EA. END. OF WALL } 5 016"O.C. (VERT.) #5 OK/O.C. (HORIZ.). DOWEL ^ t-^-i vS15' i-J 4CONT. 0 BOTTOM. v a^25 x EXTEND 3-| 4 1991 INTO NOTE: FOR PLACEMENT OF REINF. TYPICAL PANEL REINFORCING (N.T.S.) (U.O.N.) '..11 S..TF [1-7-9O ENGR. PROJECT burkett &uuong structural t civil engineers SHEET JOB NO PRECAST CONC. WALL PANEL 3-#4 CONT. FINISH GRADE fO 6Kt. 'bATE. ENGR. 2.-9-D PROJECT burkett &uuong structural & civil engineers vsi: CONST. JOINT 3-| 4- CONT. TYP. HELD BENT PLAN SECT. @ 1/2" JT. & POUR STRIP ,Z>y * '-s'' --,[•'•'* "" DATE. ENGR. PROJECT , W:f^v. Kr :'Lci"l.-f 'li'i'i!-,'' '"'•"•' ' . -J If^V-'B J - • • "; ^—^.burkett /^k &wong ^r structural t civil engineers i-%ffiBfflSjt$mr •• *j "'TT-i)-.:-.* <-,.-*. s•V-M^B'.V. SHEET. JOB NO. PRECAST CONC. WALL PANEL 3-| 4 CONT. 1 1/2BX12" GROUT PADS 0 KT-O" O.C. ft CONT. GROUT AFTER PANEL IS SET. (TYP.) FINISH GRADE POUR STRIP PER PLAN x— #4- OWLS ^0 32" O.C. CONC. SLAB |4X10'-<r LONG 032'O.C. -1 5 CONT. 0 T&8. * J< s*». t Tcflj 0^ <**/~V Ivj •frf-^ 3\ a \^ w -*^-i i^ %^.!• ^^*ii-^/^ <rJ _9 -^K^ 1^ -T- i91 tf*\w m -VNJ^ Qj 'V•-^Q K<^ l ^%i a1 I^ ?** F-f 50^N.<^^^^V Tt^ -^ • ^\ ATs ^^ \* scs1:M•1x\J-^>x.^^^>^I £ BUILDING P E R M I T PCR No PCR91010 01/28/91 08 08 Project No. A9U00764 Page 1 of 1 Development No Job Addje-:.s 2035 CORTE DEL NOGAL Str Fl Ste Permit Type PLAN CHECK REVISION 3570 01/28/91 0001^31 0? Parcel No Valuation 0 C/ft-Q%%7l Construction Tvpe NEW Occupancy Group B2 Class Code CT80-34 Description- 2ND REVISION TO PLANS 130-00 Appl/Ownr K M & A 1515 MORENA BLVD SAN DIEGO,CA 92110 Plan Check Number •AC-A- A Fees Required *** btatus SI/28/" Validated By CD 619 276 7710 > CB900090 *** Fees Collected & Credits * w * Fees Adjustments Total Fees 11 U . 0 0 . 00 110.00 Fee description Plan Check Revision Fee Total Credits: Total Payments- Balance Due. Units Fee/Unit 00 . 0 0 110 0 0 Ext fee Data 110.00 110 00 FINAL APPROVAL INSP. DATE__ CLEARANCE CITY OF CARLSBAD 2075 Las Palmas Dr, Carlsbad CA 92009 (619) 438-1161 - • * • * $< t PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palrnas Dr , Carlsbad, CA 92009 (eig) «8-ii6i PERMIT TYPE | ~A D COMMERCIAL QtlEW nTENANT IMPROVEMENT B D INDUSTRIAL DNEW [^TENANT IMPROVEMENT C nRESIDENTIAL QAPARTMENT QCONDO QSINGLE FAMILY DWELLING QADDITION/ALTERATION DDUPLEX [^DEMOLITION ORELOCATION OMOBILE HOME OELECTRICAL DpLUMBINp QMECHANICAL PPOOL QSPA QRETAINING WALL QSOLAR EST VAL kll^^ 1 PLAN CK DEPOSIT VALID BY {L^ DATE J— / *7 " 1s , /•^1 Nearest Cross Streets LEGAL DESCRIPTION Lot No Subdivision Name/Number CHECK BELOW IF SUBMITTED d2 Energy Calcs Q2 Structural Calcs Q2 Soils Report ASSESSOR'S PARCEL Unit No 1 1 1 Addressed Envelope EXISTING USE Phase No PROPOSED USE BLDG SO FTG Of STORIES &4C: ' 3. CONTACT PERSON NAME CITY SIGNATURE ADDRESS STATE ZIP CODE DAY TELEPHONE 4 APPLICANT NAME ^ w&DA<¥!iT.. f°R CONTRACTOR OUNER 5 PROPER NAME CITY TTOMW"OWNER STATE ADDRESS ZIP CODE DLESSEE DAY TELEPHONE QTENANT 6 CONTRACTOR NAME CITY STATE LIC it ADDRESS ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC M \ SIGNATURE TITLE DATE DESIGNER NAME ZIP CODE DAY TELEPHONE STATE LIC It WORKERS' COMPENSATIONJKHLIO lunruNaHiiun Workers' Compensation Declaration ] hereby affirm that I have a certificate of consent to self insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate of Exemption I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE OWNER-BUILDER DECLARATIONnilL.n-DUiL-Licrt UQiuHn.n i J.un Owner Builder Declaration I hereby affirm that I am exempt from the Contractor's License Low for the followi II I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account Acf DYES QNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' DYES DNO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site7 DYES QNO IF ANY OF THE MSUERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT i CONSTRUCTION LENDING AGENCY 1 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 10 APPLICANT'S SIGNATURE I certify that J have read the application and state that the above information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes 1 ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY UAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by Limitation and become 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 af/fer the wjXW is commenced for a period of 180 days (Section 303(d) Uniform Buildinq Code) Q] OWNER Q]CONTRACTOR BY PHONE APPROVED BY DATE WHITE File YELLOW Applicant PINK Finance OFFIC PARTITION EtETfi OVER HEAD PARTIAL E.L&VATION Title: PARTITION Date: (6 Project No.:88594A Project: .lo 61 Drawn By ARCHITECTURE i PLANNING KROMWO4HOEK/MCKEOWN & ASSOCIATES POST OFFICE BOX 82208 SAN DIEGO CALIFORNIA 92138 2088 C 1515 MORENA BOULEVARD SAN DIEGO CALIFORNIA 92110 3781 (619)276 7710 Drawing No. CP4-A Copyright BLUEPRINT SOURCE 4 SUPPLY 117771 PLAN PARTITION PA&TIAL 6oufH Title- : ^HfeET A Date: Project No.:8e>Sc)4A Project'Drawn By: DJN Drawing No.- ARCHITECTURE & PLANNING KFOVBVENHOEK/MCKEOWN & ASSOOATES POST OFFICE BOX B2208 SAN DIEGO CALIFORNIA 92138 20&8 1515 MORENA BOULEVARD SAN DIEGO CALIFORNIA 92110 3784 (619) 276 7710 Copyright BLUEPRINT SOURCE A SUPPLY 117771 vJL if '] .Z/l 8-.U 1 .z/i E-.a , .0-.V3 ' .0-. .0-.87 L K '' .o-.a .0-.Z3 . 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LC ^ KM ENGINEERS _- POST OFFICE BOX E220E SAN DIEGO CALIFORNIA S2135 220B 1501 MORENA BOULEVARD SAN D'EGO CALIFORNIA 92110 3781 1619)2767710 SOURCE i SUP«-LT 117771 Drawn Ey Drawing No Ccpynght Proiect No.. Project-Drawn By Drawing No KVi ENGINEERS POST OFFICE BOX E220E SAN DI£GO CALIFORNIA 92138 2206 1501 MORENA BOULEVARD SAN DIEGO CALIFORNIA S2110 378* (6195 276 7710 Copyright 8LUEPRIMT SOURCE 1 SUPPLY 117 J71 ' J F pnfif -iii i • r 1 ' • } 1 1 .*=•- f KM ENGINEERS POST OFFICE BOX E2208 SAN DIEGO CALIFORNIA S?13S 220B 1501 WORcNA BOULEVARD SAN DIEGO CALIFORNIA S2UO 378-: (6\91 276 7710 Drawing No. Copyright BUJEPRIHT SU«"-UT 1177T1 11 V? Proect No. Drswn B LCT 11 drawing No. NGINE POST OFFICE BOX E220E SA.N DiEGO CALIFORNIA 9213E 220B 1501 WORENA SOULEVARD SAr' DIEGO CALIFORNIA S2110 378<Copyright BtUEPRCNT SOURC BUILDING B1 AND 'C1 TYPICAL UNIT©SX5) IECTHICAL. PLAfJ - f3LO^( UKJrr- PAF^TIAL, (D©5) £-4 'Pate Project No Project'Drawn By Drawing No % KM ENGINEERS POST OPFICH BOX B220E SAN DIEGO CALIFORNIA S?13S 2206 !501 WORENA BOULEVARD SAN DlEGO CALIFORNIA S2110 378' [6191 27S 7710 Copyright (g) BLUEPRINT SOUBCC 1 SU^'LT 117771 BUILDIN 'ND UNIT®©®® D a t e t No.' Project Drawn By: Drawing N o KM ENGINEERS POST OFFICE BOX S220E SAN DIEGO CALIFORNIA 92136 2?0£ 1501 MORENA BOULEVARD SAN DlEGO CALIFORNIA S2l .0 378* (619) ?76 7710 Copyright (5) BLUEPRINT sOUBCt 4 SUP»LT 117771 1 4 I 3 3a.a I • i_ _^_ ' _ Ic^jJ^L.*. [3UILDJNG 'C' SOLJ1II END UK'iT©©® KEY t?Jrr F^SIB-LE T^H. FlJee<b AC.-5>&E . A/c- Ut.'.T © c?H PANEL A.UL Ti Og^£_EEfT KlpTE----- -___"Date Proifcd No Project. KM-ENGINEERS POST OFF1CS BOX E220E SAN DIEGO CALIFORNIA S2UB 220E 1S01 MORENA BOULEVARD SANDlEGO CALIFORNIA £21.0 378' (61912767710 t5rawing No CoDvnght © BLUEPRINT SOURCC i SUO'Lt 117771