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Home My WebLink About2310 ALTISMA WAY; ; 86-326; PermitI \ t 4= 4 i~ i L .. L Vlhtlr ~ Inspector Green ~ (1) Flnance Yellow ~ Assessor Plnk - Applicant Golk ~Temparary File -. II I r i T r I t i T I I I t i : i I 7- I c i c r II i ~- t- T 1 .. L ESGIL CORPORATION 9320 CIIESAI’EAKE DR.. SUITE 208 SAN DIEGO. Cr\ 92123 (6 1‘3) 560- 1468 DATE : X/d% OAPPLICANT JURISDICTION: C”0 PLAN CHECK NO: 86 - 326 3z.= 0 UPS PROJECT ADDRESS: d’/o /?Ll/SfVfi -7 0 DESIGNER PROJECT NAME: .EVH/tz SrnJL-IllJ6- UeLL 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 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 p:lans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information. 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: are resolved and 5z.k Ic)?LL/Hn7 5 7u 3 3 SOL-UA/& sz /=;31ZL517c3L3 . CHL/b& 92~8 * Esgil staff did not advise the applicant contact person that plan check has been completed, “nhW W*\uN4. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone #- REMARKS : i - . ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (6 19) 560- 1468 0 0 0 O n 0 .o n PLAN CHECKER DFILE COPY 0 DESIGNER 0 UPS 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 iurisdiction's buildinu codes when minor deficien- cies idencified 0t-i w i4m=Cmm checked by building department staff. - are resolved and < - - ~ ~ The plans transmitted herewith have significant deficiencies and resubmitted for a complete recheck. identified on the enclosed check list and should be corrected The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 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: Telephone #- REMARKS : t .. By : LAM Enclosures : Ih-4 s ESG~ CORPORATION + t ESGIL CORPORATION 9320 CHESAI'EAKE DR.. SUITE 208 SAN DIEGO. CA 92123 (619) LifDIJ(i8 DATE : JURISDICTION: C~LSBAO PLAN CHECK NO: 86-32G7 -5r 0 UPS PROJECT ADDRESS : &L7%/97.Q 13H-Y PROJECT NAME > P&=PA/C rm/,b'& WVRL G OFILE COPY 0 DESIGNER The plans transmitted herewith have been corrected where building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- checked by building department staff. The plans transmitted herewith have significant deficiencies 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 the check list is enclosed for the 0 necessary and substantially comply with the jurisdiction's 0 cies identified are resolved and 0 identified on the enclosed check list and should be corrected 0 jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: SeP ' W/L LI .u #.< 7+33 SOL~MGJ sc dF?/2LSl3/+0 C&L, 9Z&B Esgil staff did not advise the applicant contact person that plan check has-been completed. 0 been completed. Person contacted: Esgil staff did advise applicant that the plan check has Date contacted: Telephone 8- REMARKS : BY, h 11 ES IL CORPORATION ENCL: LIST I c Preuared bv: ~ -. 397- VALUATION AND PLAN CHECK FEE 0 Bldg. Dept. 0 Esgil PLAN CHECK NO. & -3 26 - 3- APPLICANT/CONTACT%G~ LC)! L L I em3 PHONE NO. 942 /ZO? BUILDING ADDRESS 23/0 ALflSmG uw BUILDING OCCUPANCY gE/&/Ees DESIGNER PHONE@/?) !w? 8dq9 TYPE OF CONSTRUCTION V- n/ CONTRACTOR PHONE BUILDING PORTION VALUE ‘VALUATION BUILDING AREA MULTIPLIER A/&w /Zn &G%L gzo 9 365s x // 00 /# - - ?S;y/,M XSLml& 6 X 5’ C,4/5~0 4-s y4.00 - Air Conditioning Commercial @ Residential @ Fire Sprinklers @ Total Value 22w Res. or Corn. . I Fee Adjusted To Reflect OEnergy Regulations (Fee X 1.1) 0 Handicapped Regulations (Fee X 1.065) Building Permit Fee. S 74 50 J Plan Check Fee $ yg. 4s s .. : ..,. ::::: . ::_. .~ .. .:. . . ,. .:.. . ..~ . ... COt4HENTS; 8/4/82 ''ij ' 4200 ELM AVENUE qARLSBAD, CA 92008-1989 , &Ea%3 ,., &itp of Carle'bab FlRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF 1- APPROVED l"i PLAN CHECK# APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS I \I i_ - - 1. 2. 3. 4. - 5. ! PLANS, SPECIFICATIONS, AND PERMITS Provide one copy Qf: floor plan@); site plan; sheets Provide two slte plans showing the location of ail existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permlts are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COS, 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 - 6. The following fire protection systems are required: 0 Automatic fire@rinklers(Deslgn Criteria: 0 Dry Chemicali Halon, Cot (Location: 0 Stand Plpes (Type: 0 Flre Alarm (TypelLocation: ) ) ) ) + 7. Fire Extlngulsher Requirements: l 0 One 2A rated AEC extinguisher for each sq. ft. or portion thereof with a travel distance to the nearest extinguisher nql to exceed 75 feet of travel. 0 An extinguisherwith a minimum rating of to be located: 0 Other: c 8. Additional fire hydrant($ shall be provided EXITS L 9. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort, '-10. A sign stating, *' Thls door to remain unlocked during business hours" shall be placed above the main exit and -11. EXIT signs (6' x 'A" letters) shall be placed over all required exits and directional slgns located as necessary to .i doors clearly Indicate the location of exit doors. ,, GENERAL -12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous cliernlcals shall comply with Uniform Fire Code. -13. Building(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. 2 14. Additional Requirements. ! , ?. -15. Comply with regulhtl attac?e S). '%@ Report mailed ii %%% -Met with * -Attach to Plans k I Plan Examlnsr Dale -9-8 G SETBACKS: FRONT REDEVELOPMENT PERMIT REQUIRED: LANDSCAPE PLAN COMMENTS: ENVIRONMENTAL REQUIRED: clrp ADDITIONAL COMMENTS: . FIELD CHECK DATE: GRADING PERM1 GRADING COMPLETION CERTIFIED: ADDITIONAL COMMENTS: 1. n i. OK TO ISSUE: / DATE: DPDZ:DPD6:06/17/86 U ~~~~ ~~~ CCIRDIFF-DV-THE-SECI,CCI 92007 TELI 619-942-8649 MS eIRnImtw DR. OCT. 03- 1986 MR. PFIT KELEY BLDG. DEPRRTEMENT IN CRRLSBRD 2075 LRS PRLMRS CRRLSBRD CRL I FORN I R 92009 JOB NO. SUBJECT I REPORT OF STRUCTURlY INVESTIOCITION 2310 FILTISIW WY CcIRLgEYu) 92008 CIND SITE INSPECTION FOR LR WSTA VIEW CCtNDOMINIUMS DERR MR. PRT KELEY: THIS IS TO INFORM YOU THRT PER YOUR REQUEST, R LIMITED VISURL SITE INVESTIGRTION OF THE SUBJECT PROPERTY WRS PERFORMED BY Q REPRESENTRTIVE OF DELTR ENGINEERING. OUR INSPECTION REVERLD THRT FILL THE REINFORCEMENTS IN THE DRILLED PIERS FIRE PLRCED RCCORDING TO THE STRUCTURRL PLQN. Geotechnical Engineers and Engineering Geologists File No. D-2764403 October 16, 1986 La Costa View Homeowner's Association Post Office Box 1141 Carlsbad, California 92008 Attention: Ms. Marge De La Cruz Subject: ALTISMA DRIVE LA COSTA VIEW CONDOMINIUMS DRILLED PIER EXCAVATION OBSERVATIONS CARLSBAD, CALIFORNIA Gentlemen: In accordance with the request of the project contractor Mr. Jack Williams of General Building Contractors, we have observed the excavation of the drilled piers on the northeastern side of Building A. The drilled piers were recommended in the report entitled "Limited Soil Investigation for La Costa View Condominiums, Carlsbad, California" dated October 8, 1984 for results of the excavations for the six drilled piers are shown on Table I. the support of the portion of the partially depressed parking garage. The In general, the piers extended to depths of approximately 15.5 feet to 22.5 feet below the existing ground surface. As recommended in the above- referenced project soil investigation, all pier excavations were found to extend a minimum of 5 feet into the dense formational soils of the Del Mar Formation. All drilled pier excavations were continuously logged and the results are shown in Figures 1 through 6. The piers are numbered continuously from north to south along the existing building line. Based on the above information, it is our opinion that the drilled pier excavations were performed in accordance with the recommendations provided in the above-referenced geotechnical report, and that they are ready to receive reinforcing steel and concrete. RECEIVED CITY OF CARLSBAD 9530 Dowdy Drive San Diego, CA 92126 619 695-2880 File No. D-2764-503 October 16, 1986 If you have any questions concerning the contents of this letter, please contact the undersigned at your convenience. Very truly yours, NCORPORATED R Rf J:JEL:wm (4) addressee (2) City of Carlsbad-Engineering Department (2) General Building Contractors Attn: Mr. Pat Kelly (2) Duke Gerstel, Shearer & Bregante Attn: Mr. Jack Williams Attn: Mr. David Vargas Project Engineer File No. D-2764-503 October 16, 1986 TABLE I SUMMARY OF DRILLED PIER EXCAVATIONS Pier Depth No. Depth into of Fill Total Formation Soils Depth 1 10.5 Ft 5.0 Ft 15.5 Ft 2 11.5 Ft 5.0 Ft 16.0 Ft 3 13.0 Ft 5.5 Ft 18.5 Ft 4 13.5 Ft 5.5 Ft 19.0 Ft 5 15.5 Ft 5.0 Ft 20.5 Ft 6 17.0 Ft 5.5 Ft 22.5 Ft File No. D-2764-502 Ostober 16, 1986 " " " PIER EXCAVATION 1 iLRIATION____DATE DRILLED 9/26/86 iQUIPMENT Mini-drill MATERIAL DESCRIPTION LLL : sandy CLAY Soft to medium,very moist.,yellow - tan " becomes moist - Medium to firm,moist to very moist,greenish yellow,sandy CLAY - Firm.moist to very moist,reddish brown,, sandy CLAY - Stiff.very moist,gray-brown clay (organic 1 odors) L Firm to stiff,moist.,yellow - green,silty CLAY DEL MAR FORMATION medium,silty SAND with trace of CLAY Dense,slightly moist,greenish - yellow,fine ta PIER EXCAVATION TERMINATED @ 15.5 FEET Figure A-I, Log of Pier Excavation 1 . File No. D-2164-502 October 16, 1986 PIER EXCAVATION 2 ELEVATIONDATE DRILLED EOU~MENT Mini-drill Rig 9/25/86 MATERIAL DESCRIPTION FILL CLAY Soft, very moist to wet,yellow-tan,sandy - Soft to medium to firm.wet,greenish-yellow, silty CLAY - Medium to firm,very moist,red-brown sandy \ CLAY t L Firm,very moist to wet, gray-brown,CLAY (organic odor) Firm to stiff'very moist,greenish-yellowJ silty CLAY ~ DEL MAR FORMATION Dense,slightly moist.greenish-yellow,fine to medium silty SAND with a trace of CLAY 1 t - - I PIER EXCAVATION TERMINATED @ 16 FEET File .No. D-2768-502 PIER EXCAVATION 3 , +; ELEVATIONDATE DRILLED 9/26/86 ! 51- EQUIPMENT Mini - drill Rio I I MATERIAL DESCRIPTION I FILL Soft to mediurn,verymoist to wet,greenish yellow,silty CLAY I 1 CLAY Medium,very moist to wet,red brown,sandy tedium.very moist ,gray brown clay (organic Medium,very moist to wet.dark black-brown, silty CLAY (strong organic odor) ~~ Medium,very moist to wet,greenish yellow. silty CLAY t Medium, very moist to wet,dark black-brown, silty CLAY (strong organic odor) - - DELNAR FORWTION -\ Dense, slightly moist, greenish yellow,silty SAND with a trace of CLAY - - I - Dense to very dense,slighly moist.greenish - yellow,silty CLAY and CLAYSTONES. - - PIER EXCAVATION TERYINATED @ 18.5 FEET - File No. D-2764-502 October 16, 1986 !& - PIER EXCAVATION 4 gj ELEVATIONDATE DRILLED @ '- EQUIPMENT Nini-drill rig @d $;e MATERIAL DESCRIPTION I I FILL Soft to medium,very moist,greenish yellow silty CLAY Medium,very moist.light orange-brown,sandy CLAY tt Medium,very moist,gray brown,CLAY (organlc odors). Firm,very moist,greenish yellow ,silty CLAY I I \ CLAY Medium,very moist,dark black-brown,silty L Medium to firm,wet ,greenish'yellow, silty I I\\ Medium,very moist,black-brown,silty CLAY (strong organic odor) .. 502 Hedium, very moist,dark gray-brown,sandyCLAY ibecomes softer and wetter) FIr Firm ,very moist ,yellow-green ,silty CLAY Soft to medium,very moist ,dark bropm-black silty CLAY (organic odor) Medium to firm :get ,-remish yellow ,silty I1 CLAY becomes very wet Nedium to firq wet,,dark black-brown, silty - 32 PIER EXCAVATION 3 +; ELEVATIONDATE DRILLED 9/29/86 '- $3 "g $F EQUIPMENT Mini-drill rig tg MATERIAL DESCRIPTION FILL - moist,silty CLAY Soft to medium,yellow-green,moist to very - - - - Medium to firm,very moistalight orange-brown, - " sandy CLAY - - - - - - - - - - - - - - I "DELMAR FORMATION Dense,moist, light green,silty CLAY and CLAYSTONES (friable) - - - PIER EXCAVATION TERIINATED @ 20.5 FEET - Fili! NO. D-2764402 Soft to medium,wet,gray-brown!sandy CLAY Firm.very moist, green-yellow, silty CLAY \ L I I I/ II Firm,very moist, dark black-bro>m,silty CLAY Ill \ (organic odor) ~ I I& CLAY Firm,moist to very moist,green-yellow,,silty A I I 1-y to firq gray-brown, CIAY (organic L - - - - - - - - - I I1 I1 I DELMAR FOF3IATION Dense, moist, light green, silty CLAY with - CLAYSTONES (friable) - - PIER EXCAVATION TERVINATED c1 22.5 FEET - - - - FOR . "" sheet of ' -r - TIMBER 1) ALL STRUCTURAL LUMBER TO BE DOUCLASS FIR - GRADE MARKED 2) ALL NAILING SHALL CONFORhl TO U.B.C. TABLE 25-4 UNLESS OTHER- PER CALL OUT IN ENGINEERING CALCULATIONS. WISE NOTED. GENERAL NOTES 1) THE CONTRACTOR SHALL VERIFY ALL DIMEPISIONS, ELEVATIONS AND CONDITIONS PRIOR TO STARTIPIC CONSTRUCTION. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES AND INCONSIS- TENCIES. CONSTRUCTION REVIEW FOR THIS PROJECT. 2) CLIENT AGREES THAT CONSULTANT WILL NOT PERFORM OX-SITE LUMBER 2) WOOD STRESSES - REF. 1, TABLE 25-A-1 1) SPECIES - DOUGLAS FIR - LARCH BeamdStringem Clued- Laminated Beams . '! ! I- (. ,. i '! STRUCTURAL GENERAL NOTES FOUNDATION NOTES PROPERLY TREATED, REPLACED AND PROPERLY COMPACTED. ALL EXISTING LOOSE OR UNCOMPACTED FILLS SHALL BE EXCAVATED, CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CON- DITIONS UNLESS SPECIFICALLY IMCLUDED IN WRITING AND HE IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE TESTS, OR GENERAL SOIL TESTING. MAKING OR FAILURE TO MAKE SOIL SURVEYS, OR SUB-SURFACE SOIL SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING WALLS BY MEANS OF WEEP HOLES OR A DRAIN CONSTRUCTED IN ACCORDANCE WITH THE UPIIFORM BUILDING CODE. CONTRACTOR TO PROVIDE FOR DE-WATERING OR EXCAVATING FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. CORNERS AND WALL INTERSECTIONS OF TRENCH MUST BE HAND EXCAVATED. BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP CORNERS. ED DURIlJG EXCAVATIONS AND BACKFILLING. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., ENCOUNTER- EER IS NOTIFIED OF DATES AND TIMES OF CONSTRUCTION AND BACKFILL. BACKFILLING OF RETAINING WALLS TO BE COMPACTED BY LIGHT HAND HELD COMPACTORS ONLY. NO VEHICLES. THE RETAINING WALL SHALL NOT BE BACKFILLED UNTIL THE ENGIN- CONCRETE NOTES 1) CONCRETE USED IN THE WORK SHALL HAVE THE ULTIMATE COM- 2) THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE PRESSIVZ STRENGTH OF 2000 PSI AT AGE OF 28 DAYS, OR OTHERWISE NOTED. FOLLOWING: 1%" IN FOUNDATION AND MASS CONCRETE. 3) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150. TYPE 1. 4) AGGREGATE (STONE CONCRETE) SHALL CONFORM TO ASTM C-33. 5) UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVERAGE OF REINFORCING BARS TO FACE OF BAR SHALL BE AS FOLLOWS: B) CONCRETE IN CONTACT WITH EARTH, FORMED (REGULAR) 2". A) CONCRETE IN CONTACT WITH EARTH. UNFORMED (REGULAR) 3". 6) ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. .. MASONRY N-1 1) BLOCK MASONRY UNITS SHALL BE GRADE 'BEl HOLLOW CORE CON- CRETE BLOCK CONFORMING TO ASTM C-90 LATEST REVISION. AND IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE OF .06% FROM THE SATURATED TO OVEN DRY CONDITION. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 2000 PSI. \ MASONRY - continued MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE FOLLOWING RATIO BY VOLUME: ONE PART PORTLAND CEMENT, -THREE PARTS SAND AND 1/4 PART TO 1/2 PART MAXIMUM LIME OR GROUT SHALL BE DESIGNED BY THE TESTING LAB AND SUBMITTED .TO LIME PUTTY. ENGINEER FOR TESTING. GROUT SHALL TEST 2000 PSI. MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. MINIMUM LAP REINFORCING STEEL SHALL BE 40 BAR DIAMETERS MINIMUM. PROVIDE K" MINIMUM CLEARANCE FROM BLOCK MASONRY CELLS. OUT OPENINGS ARE PROVIDED AT THE BOTTOM OF CELLS TO BE FILLED. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT: NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED. SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS ALL CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL TOR WHERE CALLED OUT. SHALL HAVE A CONTINUOUS INSPECTION BY A REGISTERED INSPEC- MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4"O" UNLESS CLEAN- REINFORCING STEEL 1) ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 40 FOR #5 BARS AND GRADE 60 FOR #6 AND LARGER. DEFORMED BILLET STEEL BARS EXCEPT AS NOTED. STANDARD PRACTICE. 2) FABRICATING DETAILS SHALL CONFORM TO THE ACI MANUAL OF 3) ALL REINFORCING BAR BENDS TO BE MADE COLD. 4) SPLICES IN REINFORCING STEEL SHALL BE 40 BAR DIAMETERS IN MASONRY. SPLICES IN CONCRETE SHALL BE A MINIMUM OF 40 BAR DIAMETERS. 5) BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE. STRUCTUR~AL STEEL 1) ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 - UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. 2) ALL LIGHT-GAUGE STEEL SHALL HAVE 33 KSI YIELD STRENGTH - 3) ALL WELDING SHALL CONFORM TO AWS AND AISC STANDARDS. 4) ALL MACHINE BOLTS SHALL. BE A307 MINIMUM - UNLESS OTHERWISE 5) ALL ANCHOR BOLTS SHALL BE A36 STEEL MINIMUM. NOTED. I I I i Or i i L I IT'? P I ~ ".""""_" Y" . I 4 .: L . i i i ~ ! ~ -I I I If i '. .. I :I.. Y .. c. 1 i ! i it." i i i . P I f