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HomeMy WebLinkAbout2325 CAMINO VIDA ROBLE; A; 86-69; PermitDECLARATIONS LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR ;h,!ic 1' spocUji Green — (1) Finance (2) Data Process. Yellow — Assessor SPECIAL CONDITIONSCDg r-g D — • r ^: cn — -MECHANICAL^-. 1 N ELECTRICALO ^ V ^v iO PLUMBING^— -~. ( v^ •n z r- ^ f\ O r- Ti -O ~~^^DIT) o ~^ ITl-Q j Hi mo m^ •2-C X m 1^<;!» •SIT) (S m > -•VENTILATING SYSTEMS•"HEAT — AIR COND. SYSTENrn G D OH TJ m [J TJm T) TJ"2. G>MECHANICAr- G CD O•z.o ~z.o G TJoor-G ELECTRIC SERVICE G 1m*£ TJG TJ TJ -^ROUGH ELECTRICG ELECTRIC UNDERGROUNo T|m JU ELECTRICALG WATER HEATER G SOL>jj >H Tl cn Hm C/3 H TUB AND SHOWER PAN. i. - H OTJ O C H G >cnHm S> mu UNDERGROUND G WASTm i _ Hm JU Z SEWER AND BL/COTJ 0 O PLUMBINGINTERIOR LATH & DRYWALINSULATIONEXTERIOR LATHFRAMESHEATHING G ROOFn cnxm T>TJ SUB FRAME L: FLOOR IGUNITE OR GROUTMASONRYREINFORCED STEELOm [Iz G)FOUNDATIONBUILDINGH T!m O m ^TJmnH O \ City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 MISCELLANEOUS RECEIPT X i , /y, \y Address^ "j)* I\S V_Am.ttAO 1/tfS^ . {jfjlA. A °WlWhM AiIL^ii--; CPPvcfc P^K Mailing -N ' , AddressV' [ ) K \ y *~\ <7 ^> CityR/>^Cii^Sfl^ft fi~o-&7 *&£-£&&+ Contractor i ^*^ . Addres^f , "~ ^ T"'-'l-l!'j 1 C-.Ofi_i ^vS 3 t °Vvi)i^o fl[t>^ 5t9? nx^ State Lie. «~ -7 , — • City S. Classif. £ ' S"^-. 1 ' / "> Lie. No. COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION ]^\>O3L /V *T HK? |0^* Sr UT ^«P K^P ^c-v ASSESSORS PARCEL NO DESCRIPTION OF WORK 0'FPlC^-< IC^S T ^.^0^ C^UfcVLT SfrB->- to IWtEfc^E 3^oo^ PLAN ID NO. S H " 6 7 / 1 -i -"• r~ <. v-DESIGNER ADDRESS *-^i>i-S {Uli^VO^ ^1 » 'i PHONE A-' / 1 ^ZJ7) CONTACT PERSON 1^ &A^ ' ^ 'K > £^ / C-fl A ,'f I/ MISCELLANEOUS FEE RECEIPT n ' PLAN CHECK FEE 001-810-00-00-8806 D VALUATION S>STtf^f I PLjf ) l~l DEMOLITION PI HOUSE MOVING PI PARKS AND RECREATION FFF PI PIIRLIC FACILITIES FEE [~~l Ran Marcos l~1 CERTIFICATE OF OCCUPANCY n n n n n n n n n n n TOTAL FEE 140 !°*f/o — •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, ARE FORFEITED TO THE CITY. COMMENTS: I White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor FINAL BUILDING INSPECTION RECSVZu;;AV 0 6 .987 PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: DATE:5-5-6? 2325 Caaitio Vlda Robl« PROJECT NO.: TYPE OF UNIT: UNIT NUMBER:PHASE NO. Offie* Ti NUMBER OF UNITS: CONTACT PERSON: CONTACT TELEPHONE: INSPECTED BY: , INSPECTED BY: INSPECTED BY: INSPECTED: fl""' \~ DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire „/•:. ESGIL CORPORATION 932O CHESAPEAKE DR.. SUITE 2O8 SAN DIEGO, CA 92123 (619) DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: 25^5" PROJECT NAME: &t>7j''f'Jr> 1//OH JURISDICTION PLAN CHECKER FILE COPY UPS DESIGNER D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictions building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified &£'k$uJ 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. Jhe check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the chock Alist 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: Telephone #. irfiUT FV20HA TOOL BY: ESpIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-I468 DATE:D APPLICANT JURISDICTION: PLAN CHECK NO: !/-?J £7Tr>) PROJECT ADDRESS: 23ZS' PROJECT NAME: D PLAN CHECKER QFILE COPY D UPS DESIGNER O V/l'ff" | | [ | 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 _ <&&'L~:*f~tJ _ 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 the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. "**The applicant's copy of tho chock Alist is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: I I 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:0 Telephone # TOOL -•QV£-V t^' w -rr -ftc.^ -? BY :di • rl'.^J-<-< /t..v;ENCL CORPORATION 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. TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE (a) Prior to occupancy of the buildings the person responsible for the construction or installation shall provide the building department a signed statement, showing the building permit number, and listing all the manufactured devices in- stalled, including the name of the manufacturer, model number date of manufacture, manufacturer's stated efficiency, including the source cooling power index, source heating power index and fan performance index of each HVAC system. In lieu of the list reference may be made to the plans and specifications, if all the above in- formation was contained in the plans and specifications. Each document shall be signed by the person re- sponsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, building designer, general building contractor, or specialty con- tractor, licensed or registered to practice by the State of California; or shall be the building owner if he or she is allowed by law to prepare the document. If more than one person has responsibility for building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person, was responsible; or the person with chief responsibility for design or construction may prepare and sign the document for the entire design.or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a conspicuous location in the build- ing, a signed certificate containing the build- ing permit number and stating the insulation was installed in accordance with the approved plans and specifications. The certificate should also show the manufacturer's name, material identifi- cation, "R" value and, for blown insulation, the minimum weight per square foot consistent with manufacturer's design data. Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE / --ZT D Bldg. Dept, Q Esgil Cflsrti/b& PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT J%=W/V/.5 jVz./£ BUILDING OCCUPANCY _& ~ PHONE NO. TYPE OF CONSTRUCTION [/-/J/ DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION OfP/CG TV ^>t/^w£>%-2/>? *L /^/y y?7^2Z-^////^^ Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA 7^4^ G (f^. *^ * 2-^ - /^-^ ^nad^ &/ r (*$n> '£&-&&-) VALUATION MULTIPLIER 2^ ^ -- •' ^ ^•^o * 4^^ e /5 °° @ @ @ VALUE J3//2S /$.#$& - 7^^? fy¥#$ Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1) n Handicapped Regulations (Fee x 1.065) Building Permit Fee $ <£(*=>/' ~* . $ Plan Check Fee $/ / 5 ' C 0 H ME NTS: 8/4/82 Prepared byt VALUATION AND PLAN CHECK FEE Q Bldg. Dept. D Esgil PLAN CHECK NO. BUILDING ADDRESS 2325 Ctfrt7>/l>£>&&L& APPLICANT/CONTACT ^ BUILDING OCCUPANCY TYPE OF CONSTRUCTION V~ A/ PHONE NO. 8 ~ 2>DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION OfP/ce 7T/ 3Z*JOv£ft2)ft ^ Mfr J ftlG'Z-Z-*itJiMt Air Conditioning Commercial Residential Res. or Comm. Fire SurinXlers Total Value BUILDING AREA 760 # <L Cw- 0£>J~ "2'&* ' /•?'* 3oo&2> &/ r (&TD /2/g-^-^r ) VALUATION MULTIPLIER ^^ ^ -- O &-00 * *S?J? e /5 ao @ @ @ VALUE JJ//2S ' /2..000 ^ 73ZO fy¥#$ Fee Adjusted To Reflect Building Permit Fee $ D Energy Regulations (Fee x 1.1) D Handicapped Regulations (Fee x 1.065) ',-73 Plan Check Fee $/ / ^ ' C D M ME N TS: 0/4/82 PLAN CHECK NUMBER PLANNING:. TYPE OF STRUCTURED SCHOOL FEES: SAN DIEGUITO, CARLSBAD % COVERAGE UJ 2 BUILDING HEIGHT. FENCES/WALLS TWO CAR GARAGE UJ I COMMENTS: _ a I— UJO OS REDEVELOPMENT APPROVAL REQUIRED: LANDSCAPE PLAN COMMENTS: ENCINITAS SAN MARCOS REQUIRED SETBACKS^ FRONT SIDE REAR ENVIRONMENTAL REQUIRED: ADDITIONAL COMMENTS: OK TO ISSUE: ifjglFjt £t!^??'fr?3nfr »fr jr^lr^r^T^^nL'tir^? **"£ OK TO FINAL:DATE: *---*********'**"***.-** ******************** ENGINEERING LEGAL DESCRIPTION VERIFIED?A.P.N. PARK IN LIEU IMPROVEMENTS: .D.U: SEWER: LATERAL:DRIVEWAY: a^ UJoocLU MI (X 3ogcyO UJ D GRADING PERMIT: DRAINAGE: __£ EASEMENTS:ADDITIONAL COMMENTS OK TO ISSUE: ENGINEERING INSPECTION REQUIRED:. PUBLIC WORKS INSPECTOR:_ FINAL OK: DATE: DATE: IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) 1200 ELM AVENUECARLSBAD, CA 92008-1989 TELEPHONE (619) 438-5523 of Catfefofe FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF APPROVED DISAPPROVED PLAN CHECK* - fa T PROJECT ARCHITECT OWNER . OCCUPANCY ADDRESS ADDRESS r\ffie>f Ph CONST.TOTAL SQ.FT. ^fSPRINKLERED KTENANTIMP. ft £ fl g ** *Tfl PHONE PHONE STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: 1. 2. 3. -X6. PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets . Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the Installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COa, 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: 51 Automatic fire sprinklers (Design Criteria: D Dry Chemical, Halon, COa (Location: D Stand Pipes {Type: D Fire Alarm (Type/Location: _ ; Fire Extinguisher Requirements: (£ One 2A rated ABC extinguisher for each extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of __ sq. ft. or portion thereof with a travel distance to the nearest to be located: _ & Other: 8. Additional fire hydrant(s) snail be providedsn; 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 main exit and EXIT signs (6" x %" letters) shall be placed over all required exfts 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. Bullding(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. Additional Requirements. .15. Comply with regulati Plan Examiner Report mailed to architect Date. Met with Attach to Plans COTECSON & ASSOCIATES CIVIL & STRUCTURAL ENGINEERING . 2029 El Cajon Boulevard Ian Diego, CA 92104 — Ph. (619) 291-7242 &Q * 3,O *z-o * 07.* - fa ft? A /O pAtofJAiC> */• /(A - ^ //,/ -y" X A ' A A /< O 6: J.AH& IS II J >x to (o x 4~ S * o. 4- I Ar •O •/ ^L^ sr<T * R£«'VED^07A-S ArfeD/ APR <*~^J CX //**- W ' \ t-~*L~S /A T ROBERT PRATER ASSOCIATES Robelf? Pf°'er• c.f 19*2-wo Co.isu/fmg So/I, foundolion 5 Geo/ogico/ Engineers Wm David Hespe/er. C f. RECEIVED March 9, 1984 218-1E, 5661 MAR 141984 CONWELL-MARSHALL AND ASSOCIATES Conwell/Marshall & Associates, Inc. 3160 Camino Del Rio South, Suite 217 San Diego, California 92108 Attention: Mr. Christopher Knell Re: Neil Fox Development^ ~ Palomar Airport WBHIMES Park - Lot 12 Carlsbad, California Gentlemen: In accordance with your request we are presenting design recommendations for retaining waits constructed on sloping ground. Our letter dated November 28, 1979, presented foundation design recommendations and the results of our earth- work observation and testing services performed during the mass grading of the site. It is our understanding the unrestrained retaining walls will have sloping 2 horizontal to 1 vertical backfills and will be up to about 10 feet high. Based on our previous work on the site, we recommend that unrestrained walls -with 2 to 1 sloping backfills be designed for an equivalent fluid weight of 45 pounds per cubic foot {pcf). This design pressure is based on the assumption that a clean sandy soil will be used as backfill within a 1 to 1 zone behind the wall and that there is sufficient drainage behind the walls to prevent the build-up of hydrostatic pressures from surface water infiltration. Wherever the walls are subject to surcharge toads they should be designed for an additional uniform lateral pressure equal to one-third the anticipated surcharge pressure. Retaining walls which have 2 to 1 sloping ground at the toe of the wall should be designed for an allowable passive pressure equal to an equivalent fluid weight of 150 pcf acting against the foundation. Walls founded in level ground may be designed for an allowable passive pressure equal to an equivalent fluid weight of 300 pcf. An allowable friction coefficient of 0.35 is recommended for use in design. Backfill placed behind the walls should be compacted to a minimum degree of compaction of 90 percent using .light equipment. If heavy equipment is used, the walls should be appropriately temporarily based. March 9, 1984 218-lE, 5661 Page 2 Retaining walls should be supported on footing foundations designed in accor- dance with the recommendations presented in our November 28, 1979 letter, except that for low walls (less than H feet high) founded in level ground the footing embedment depth may be reduced to 12 inches below the lowest adjacent finished grade. Our November 28, 1979 letter indicates that the compaction of utility and storm drain trench backfills was not completed. Accordingly, unless there is proper documentation indicating that the trenches were subsequently properly com- pacted, we recommend that uncompacted backfills be removed and properly recom- pacted to a distance of 5 feet on either side of the retaining wall alignment* Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES • <&^.—^ ington. Jr.,Leslie H. Pennington, Jr1. , RCE No. 32,054 LHP:ls Copies: Addressee (3) Coneer Engineering, Attn: Mr. Kurt Pfizenmaier (1) ftOBFftr PRATER ASSOCIATES APR 4 m* November 28, 1979 218-1E, 3098 Polomar Airport Business Pork ; 6231 Yarrow Drive, SuTteC Carlsbad, California 92008 Attention: Mr. Bernard W. Gil more Re: Earthwork Observation and Testing Services And Foundation Recommendations Carlsbad Tract No. 79-1 Parcel B of Lot 12 - Pctomar Airport Business Park Carlsbad, California Gentlemen: In accordance with your request we Have provided earthwork observation and testing services in connection with the mass grading operations for the subject project. A geo- rechnlcal Investigation for the business park was performed by our predecessor firm the results of which were presented in a report entitled "Geotechnlcal Investigation, C.C. & F. Palomar Airport Business Park - Phase 1, Carlsbad, California," dated February 26, 1974. Our representatives were present at the site on an intermittent basis from August 31, 1979 to October 12, 1979 to observe the mass grading operations and to provide field density testing services as required. The approximate locations of our field density tests ore shown on the attached Site Plans, figures 1 and 2. The results of our field density and laboratory compaction tests are presented in the attached Tables A and B. Based on our observations and the attached test results, it is our opinion that the mass earth- work operations were carried out in accordance with the recommendations of the geotechnlcal investigation report and that all fill material was compacted to a minimum degree of compac- tion of 90 percent based on ASTMTest Designation D1557-70. Work remaining at the site which will require additional earthwork testing and Inspection services includes 1) finish grading operations for individual building pads which will probably require additional cuts and fills of probably less than two or three feet deep, 2) compaction Son D*epo. CoMo"»o92/21 -f7UJ A&3-5605 / 630A/fo V.jro Dr^r Sw.i« 1QS. Vata. Codfexn-o 92063 -(7MJ 753-9144 November 2tt, 1979 218-1E, 3098 Page 2 of utility and ttorm drain trench bockfilU Which hove not been completed a of this date, 3) preparation and compaction of pavement vubgrode soils, ond 4) placement and com- paction of pavement base rock materials. We recommend that proposed buildings be supported on conventional, individual spread ond/or continuous perimeter footings bearing on firm natural soil ond/or compacted Till materials. Footings should be founded at (east IB inches below the lowest adjacent finished grade. At this recommended depth, footings may be designed for allowable bearing pressures of 2,500 pounds per square foot (pif) for dead loads, 3,500 psf for combined dead and live toads, ond 4,500 psf for oil loads, including wind or seismic. The footings should. However, have a minimum width of 12 inches. All -continuous footings should be reinforced with top and bottom reinforcement to provide structural continuity and to permit spanning of local irregularities. Post-construction differential settlements across the buildings are expected to be within tolerable limits for the structures. Building floor slabs may be supported directly on compacted fill and/or natural soil. Slab reinforcing should be provided in accordance with the anticipated use of ond loads on the slabs. In areas such as offices where moisture-sensitive floor coverings are to b« utilized ond in other areas where floor dampness would be undesirable, we recommend that con- sideration be given to providing an impermeable membrane beneath the slobs. The mem- brane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moistened just prior to placing the concrete. Poorly graded imported sands and/or gravels (such as pea grave!) should not be used in areas where slabs wilt be subjected to concentrated heavy loads such as would be imposed by loaded forklifts. Lateral lood resistance for building foundations may be developed in friction between the base of the foundations ond the supporting subgrade. An allowable friction coefficient of 0.35 is recommended for use in design. An additional allowable passive pressure equal to on equivalent fluid weight of 300 pounds per cubic foot acting against the foundation may b« used in design provided the footings ore poured neat against undisturbed soil. These allow- able values ore based on a safety factor of 1.5 applied to the ultimate values. Any dock high retaining walls must be designed to resist lateral earth pressures from the backfill materials as well as any floor surcharge loads. It Is recommended that walls re* strained from movement ot the top be designed for on equivalent fluid pressure of 30 pounds per cubic foot plus an additional uniform lateral pressure of 5H pounds per square foot, where H is the height of backfill above the wall footing in feet. Unrestrained walls may be designed for the 30 pounds per cubic foot equivalent fluid pressure only. Wherever walls will be sub- ject to surcharge loads, they should be designed for on additional uniform lateral pressure equal to one-half the anticipated surcharge pressure in the case of restrained walls and one- third the anticipated surcharge pressure in the case of unrestrained walls. November 27, 1979 218-1E, 3098 Poge 3 " : Based on our general knowledge of the soils present on the subject lots and our past experience in providing R-value test results for similar toils within the business park, it is our opinion that a design R-value of at least 30 <s appropriate for use at this site. Combining this R-value with selected traffic indices for different pavement loading re* qutrements we have developed the following recommended pavement sections using Pro- cedure 301-F of the State of California, Deportment of Transportation. The recommended pavement sections contained In Table 1 should provide a pavement life of 20 years with a normal amount of flexible pavement maintenance. TABLE I -RECOMMENDED PAVfMENT SECTIONS Pavement Components Location Asphalt Concrete (Inches) 2.0 Aggregate Base Class 2 (Inches) 4.0 3.0 5.5 Total Thickness (Inches) 6.0 8.5 Automobile Parking Areas (T.l. -3.5 for 20-year life) Traffic Channels ond areas . subject to occassionol heavy vehicular loads such as would be imposed by trash trucks (T.I. - 5.0 for 20-year life) Our services consist of professional opinions ond recommendations mode in accordance with generally accepted soil and foundation engineering principles ond practices. This warranty is in Iteu of all other warranties either express or implied. If you hove any questions, please coll. Very truly yours, ROBERT PRATER ASSOCIATES Robert Prater, C.E. RP:lmt AJtachments Copies: Addressee (3) Peter A. Lendrum Associates, Attn: Mr. Ed Wright (2) LEGEND • 1 Indicates approximate location of field density test. Approximate Scale (Feet) ^^s^s^zanazzs D 100 200 400 Base: Sheet 2 of a set of grading plans entitled "Carlsbad Tract No. 79-1 Palomor Airport Business Pork,** by Henry Worley Associates, doted July 12, 1979. ^______ ROBERT PRATER ASSOCIATES Co"w''.fiQ So-'. SITE PLAN PALOMAR AIRPORT BUSINESS PARKCARLSBAD TRACT 79-1Carlsbad, California PROJECT NO. 218-1E DATE November 1979 Figure } 10 C „D* X?$ ^ggfrg R OD- OE.2oa. •D-0O «_o 2:.« o ~T3O -oo JTG ^irfee coca DCO ROBERT PRATER ASSOCIATES Co*>w'>">g Sol SITE PLAN PALOMAR AIRPORT BUSINESS PARKCARLSBAD TRACT 79-1Corlsbod, ColiforniQ PROJECT NO. 218-1E DATE November 1979 Figure 2 OCD r> •>ft) ' - CM~O *h ± »-~ Oo .*._ ^^ o « *o *o 4> "v 1SI Q 5 "8o c . .2 o g u Eg A> U ft) Q O ft)O ,o m — •— ^-^4n»n— *o*— — ^ 8 —o oo-oooooooo — o en U oo«— ID LUex. t—to COz LU O 3 o E O ^B^.— *.*x "5 «{O > u_ CL LU • ft) eo ^ — c -O % u O4, ._ ft) O£ c D <?o .3 oQ oooooooooooooooooo— _^ o o Q. 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LU w 61 O) oo ooooooooooooo "8o coooooooooooooooo ooooooooo o .Ill h- _£ O £ "1 4) .c .E<u **- - -- C Q) g O' Q. ^» =E 5 o O _ to — ca en o TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-70) Compoction Test Description of Source of (Curve)No. Moterioi Moterioi SILTY SAND (SM), tort CLAYEY and SANDY SILT (MH), ion SltTY and SANDY CLAY (CL-CH), tan SILTY and SANDY CLAY (CH), ton SILTY SAND (SM), brown SANDY SILT (SM), tan Onsite Onsite Onsite Onside Onside Onsite Maximum Optimum Dry Density Water Content (pet) 115.0 103,0 112.0 110.0 115.5 113.5 14.0 21.3 15.9 15.7 13.5 14.0 ROBERT PRATER ASSOCIATES *>bert*. P^, C.E. Consulting Soil. Foundation & Geological Engineers Wm. Do^id Hespe/er, CE June 12, 1985 218-1K, 6525 COLLINS C- Mr. Neil Fox P. 0. Box 583 Rancho Santa Fe, California 92067 Re: Earthwork Observation and Testing Services Palomar Airport Office Park El Camino Real and Cam i no Vida Roble Carlsbad, California Dear Mr. Fox: In accordance with your request we have provided earthwork observation and testing services in connection with the subject project. We previously per- formed a geotechnical investigation for the entire Phase I development of the business park which included the subject project site, the results of which were presented in our report dated February 26, 1974. An earlier earthwork observation and testing services and foundation recommendations report dated November 28, 1979 was issued for the previous mass grading operations performed in the area. Design recommendations for retaining walls were presented in our letter dated March 9, 1984. In addition, an earlier earthwork obervation and testing services letter dated June 29, 1984 was issued for the grading per- formed in conjunction with the building pads. During the period of June 13, 1984 through April 1, 1985, our representatives were present at the site to observe the earthwork operations and to provide field density testing services. The results of the field density and labora- tory compaction tests are presented in the attached Tables A and B, respec- tively. The approximate locations of the field density tests are shown on the attached grading plans. Sheets 2, 3, and 4 of 4. Based on our observations and the attached test results, it is our opinion that the following items of work were satisfactorily completed in accordance with the recommendations presented in the geotechnical investigation report. 1) The mass grading operations as referenced by Test Nos. 1-34, 41-50, 55-59, and 80-93. 2) Storm drain trench and box backfills as referenced by Test Nos. 35-40, 111-122, 124-127, and 130-132. RECEIVED JUN 141985 COLLINS CO. 10505 Roselle Sfreel, San Diego, California 92121 • (619) 453-5605 RECEIVED June 12, 1985 218-1K, 6525 Page 2 3) Sewer line trench backfill as referenced by Test Nos. 51-54, 60-79, and 94-110. 4) Water line trench backfill as referenced by Test Nos. 123, 128, 129, 133-141, 145, 168, and 169. 5) The preparation and compaction of the pavement subgrade soils as referenced by Test Nos. 142-144, 146-167, and 170-187. 6) The placement and compaction of the pavement base rock layer as refer- enced by Test Nos. 188-231. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES ohn A. LaBar, RCE No. 22,385 JLB:ls Attachments Copies: Addressee (4) Collins General Contractors, Attn: Mr. John Carhart (1) RECEIVED JUNU138S COLLINS CO. 00 11 ^^ o S 5 H(/) < ^ CO I IN CMen P4 O 5 1- < L. O Cre a-to in Q Hcn ^tn1-.j LU C£ t- UJ >- 1— V) 2 LJJ G C_l LJJ U_ LL O ^Q, < ^«=; tn i ^LJJ~j h- i/>^i. <UE<D f£ C . JO O 4^ Zure <uQ. > O 3u u c 4-J 2! <o~J~ O c*P fj. C •— ' 0) O Q U >s >-™ CTU W (j ^ <y ^ Q ^ *J L. 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Compaction Test (Curve) No. 1 DECEIVED 141985 CO. Description of Material SILTY and SANDY CLAY (CH), tan WELL GRADED GRAVEL, Class 2 Aggregate Base, brown Maximum Optimum Source of Dry Density Water Content Material (pcf) (%) SILTY SAND (SM), On-site tan CLAYEY and SANDY On-site SILT (MH), tan SILTY and SANDY On-site CLAY (CL-CH), tan On-site SILTY SAND (SM), On-site brown SANDY SILT (SM), On-site tan Import 115.0 103.0 112.0 110.0 115.5 113.5 134.5 14.0 21.3 15.9 15.7 13.5 14.0 9.0 BUILDING ENVELOPE SUMMARY BUILDING ENVELOPE COMPLIANCE Project Designer-, Project Tltta; Project Address: Documented by: ?*&6£?7 Checked by: Form (NR-8/81) Date: Permit Application Number: 7"A/» /orm provides ypace to /rts«rf summary dafa o/i f/ie building envelope, form t /a u*«d /n conjunction with Form 2 and Form 3 worksheets to provide the necessary Information on building heating (U-Vatue) and cooling (OTTV) design criteria compliance. SITE DESCRIPTION (from Building Location Data) Location Cod* Number 1. Latltuda 2. Degree Qaya-Aeatffio; 3. Solar Factor, S.F. 4. Cooling AT, ASHRAE 5. (design tump, - 7S°F) BUILDING DESCRIPTION (from plant} Occupancy Type Code Number 6. (from Occupant Ratings forBuildings and Rooms) Gross Conditioned Floor Area. It2 7. Number of Floors 8. Average Gross Conditioned Area per Floor, ft2 8a. Average Wall Height per Floor.ft. 9.(facing conditioned space) HEATING DESIGN CRITERION Standard Uft w ._—. 1 0. _4V H * - • - Uof. 12. MaximumAllowable Propo**d /rmuse nof Not*: Maximum Altowbl* </or«ra// Proposed t/a--,.// art calculatmd on 4 o/ /?orm 27 for htftmd only buildings, Uor /s calculated tor t/i« proposed building from Form 2 (Hmatmd Only Building} using thm value from L/ne 30 /or (/!• ar«a o/ skylights and tha value from Line 37 for the overall roof area. COOLING DESIGN CRITERION Standard OTTVW ___ I Proposed OTTVW _____ 9 OTTVr Standard OTTV 20..23. Line 23must not exceedLine 20 Note: Standard OTTV and Proposed OTTV are calculated on Page 4 of Form 2. Note: For heated and cooled buildings, OTTVf >a calculated tor the proposed building from Form 2 (Heated and Cooled Building) using the value from Line 25 for the area of skylights and the value from Line 27 for the overall roof area. The S percent exemption does not apply to any cooled buildings. . ^^^^"™ *"^^^^» lELOTT m CONDITIONING HEATING - SHEET METAL 812 W.it Washington Avt. - Phom 746-1333 - Eicondido, C«. 92025 NON-RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO. Effective July 1, 1978, every proposed non-residential building must be designed to comply with the State Non-Residential Energy Conservation Law before a building permit can be issued. To insure legal compliance, a signed statement shall be furnished with the building plans and all necessary calculations, and substantiating data shall be signed by a California licensed architect, engineer, building designer, or contractor as complying with A, B, C, or D below. The statement, with completed forms and calculations will become a permanent record with the building plans. I have reviewed the plans and the required supporting calculations and data being submitted for the proposed g^^^yfer^r^g *- tPff occupancy, non-residential and the design submitted substantially conforms with: A. COMPONENT PERFORMANCE (STANDARD DESIGN) CAC Title 24, Division 4 through Division 9 (sections T20-1490 through T20-1542) for the following: Design of the building envelope, HVAC systems and equipment, service hot water heater, electrical distribution, and lighting. Forms 1 through 7 are submitted to document conformance. Form 8 shall be included if verifying the life cycle cost of electric resistance heating. Date Signature x' &^ Licensed as State of CA License No, B. ENERGY BUDGET ANALYSIS (ALTERNATIVE DESIGN) CAC Title 24, Division 2 (Sections T20-1479 through T20-1475) The following documentation is provided (indicate one method). ( ) Computer Simulation of Year-Long Building Performance (Includes computer printout plus Forms 13 and 14.) ( ) Simplified Manual Computation Method. (Includes simplified manual forms plus Forms 13 and 14.) NOTE ; Allowed only in buildings with occupant loads of 299 or less. Date Signature Licensed as State of CA License No*