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Home My WebLink About2320 LA COSTA AVE; BLDG C; 79-618; PermitLICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is In full force and ef- fect. • . OWNER-BUILDER DECLARATION • I,hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5.Buslness and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($600). • 1, as owner of the property, or my emptoyees with wages as their sole compensation, will do the work, and the structure is not intended or of- fered for sale (Sec. 7044, Business and Profes- sions Code: The Contracior's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or of- fered for sale. If, however, the building or improve- ment is sold within one year of completion, the owner-builder wilt 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 con- tracting with licensed contractors to construct the project (Sec. 7044, Business and Professtons Code: The Contractor's License Law does not ap- ply to an owner of property '.•ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec , B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800, Labor Code). POLICY NO COMPAI>4Y • Copy is filed with the city. • Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit is for one hundred dollars ($100) or less). 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. NOTiCE TO APPLICANT: If, after making this Cer- tificate of Exemption, you should tjecome subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction len- of the work for • USE BALL POINT PEN ONLY CITY OF CARLSBAD-BUILDING DEPARTMENT APPLICATION & PERMIT 1200 ELM AVENUE (714) 438-5525 APPLICANT TO FILL IN INFOR MATION WITHIN RED LINES. NO. _ X? ^^StADDRESS AV. ST. RD llll OWNER'S MAILINS ADDRESS • • ' (iASSESSOR'sf PARCEL NO. SUBDIVISION I I [TESCRIPTION OF WORK '"^ fBtj-nt ^£-{ji4. jv/r<l CENSUS TRACT BLDS SO. FT. QTY 6P LAND USE BLDG USE . PLUMBING PERMIT EACH FIXTURE TRAP EACH BUILOING SEWER EACHWATER HEATER AND/OR VENT EACH GAS SYSTEM 1 TG 4 OUTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTAL, ALTER, REPAIR WATER PIPE EACH LAWN SPRINKLER SYSTEM WATERSOFTNER llll DATE OF APPLICATION PRIME CONTRACTOR Au TA. - V 6^0 e. U-I Nfl iTeo CONTRACTOR'S ADDRESS DESIGNER DESIGNER'S AODRESS RES. UNITS STANDARD PLAN » AMT. TOTAL PLUMBING CONTRACTOR QTY. ELECTRICAL PERMIT NEW CONST EA AMP/SWT/BKR 1 PH .25 3PH EXIST BLOG EA AMP/SWT/BKR 1 PH .25 3PH REMODEL/ALTER PER CIRCUIT TEMPPOLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) AMT. TOTAL ELECTRICAL CONTRACTOR QTY. PARKING SPACE If PLAN I D # BUS. LICENSE STATE LICENSE CONTRACTOR'S PHONE ^ 7 STATE LICENSE ONER'S PflONE 11 Tjmfs^ TIUMBgl! 9P SIT "2. cvEft ^t.y[uir TYPE CONST MECHANICAL PERMIT INSTALL FUflN. OUCTS UP TO 100,000 BXU \ OVER 100,000 BTU BOILER/COMPRESSOR UP TO 3 HP BOILER/COMPRESSOR 3-15 HP BOILER/COMPRESSOR 16-30 HP VENT FAN SirjGLE OUCT , ~^ MECH EXHAU^T^ HOOD/OUCTS \ RELOCATION OF EXFURNACE/HEATER^ TOTAL MECHANICAL CONTRACTOR QTY. MOBILE HOME PERMIT PORCH PERMIT NUMBER Hot VaKd Unless Machine Certified AMT SET-UP RAMAOA, CABANA FENCE OVER 6' TOTAL MOBILE HOME I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIF IED HEREIN OR NOT. I, ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAV ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. AMT poo BUILDING PERMIT SIGN PERMIT PLAN CHECK ALL INCLUSIVE PERMIT TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILE HOME SOLAR MICO-FI LM TOTAL FEES PAYABLE 11 • I J__L i_J_ J—L •AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 STORIES IN HEIGHT APPLICANT'S SIGNATURE' OWNERQ CONTRACTORQ AGENT • BY PHONE • APPROVED BY CITYOFCARLSBAD ENGtNEERmC DEPARTMENT .^ J^C^'L \ t200 Elm Avftmj* ' - * ' 72&-n8i "feui!dir>8 Permit Plan Ciieck No. (Jai-!L;_H J../i7,/7? 9w, -r FOR APPLICANT TO FILL IN Site Ad(dres$ Legal Description -LdJi-idPL 1-4 C^<>f. A jiLe_ Subdivision Name . LLTA VcrJt Owner Map No. A/r-»*r'r ArlrlrAcc ' Phone Owner's Address Surety Borxi Bond No. Surety Company Surety Address Date Filed Rec'd by Cash deposit $ Rec'd by Oate filed Plans by Civil Engineer R.C.E. .Address Phone / r /A U/. Wc. Soil Engineer Phone The following documents are required and shall become a pari of the grading permit when they are approved. —Jt^f'^Grading plans Specifications t^if^Soi! report Retaining Walls Drainage structures Other Compaction report Address SPECIAL CONDITIONS WHICH ARE. MADE A PART OF THtS PERMtT 'arty responsible for overall supervision Proposed use of arade site C <^ a e rJ7 ^'l .• Number of cubic yards Cut Fill Import Waste Proposed Schedule of Operations (dates) Start Finish 1. Authorized hours of operation: 7:00 AM to 5:00 PM, Monday - Friday. 2. Haul routes are to be approvecJ by City Engineer. 3. Adequate provisions shall be made for e'-osion and siltaviori control. 4, All slopes shall be planted per direction ot Parks & Recreation Director. ( hereby acknowledge that I have read the application and state that the information I have provided is correct snd agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and oonditions of any permit issued pursuant to this application. 8. All fills to be compacted to at least 90% of optimum density unless noted other^visa. !NSPECT»ON DATE Signature of Permittee Owner or authorized •9ent INSPECTOR'S SIGNATURE GrourK} preparation Rou{^ grading CNV IRONMENTAL CLEARANCE - -eiALogNo. Date 'v By Compaction naport rec'd. Flantirq] & drainage fin*! otrtification rt^d. gradins parmit fat •$ _ ^ ^ :p^ _ m Work ooiTiplctad y\" THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) lyiONTH PERIOD To: ENGINEERING, FIRE, PLANNING, UTILITIES FINAL INS^tCfrajsTigOTICE. Date Type of Construction /S^^'^tj-rJT^ ^gg*^^^^^. ^ Person to ContantNo._Z:d=_2££/ Engineering Department Date Approved Fire Prevention Date Approved Planning ^ Departnjegt--Date Approved 'liWities ^ J Department ^/ Date Approved Comments: IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL I N S P E C T 0 N R E Q U E S T To: ENGINEERING, FIRE, PLANNING, UTILITIES . , FINAL INSPS^TION NOTICE Address 6A- ' -'^^^ Plan#_2- Type of Construction. Person to Contact _ Engineering Department Date ^;pj> No._ziiz^isiii./ Approved *reventlon Date "7 'If" Approved Planning Department Date Approved Utilities Department Date Approved 5? Comments. IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. N 8 P E C T I O N R E Q U E S T BUtLDING 23 2c3 LACosr/> Ave. WRITE IT—D0]\ T SAY IT INTER DEPARTMENT MEMORANDUM TO Bidg. Dept. Files DATE 5-11-83 19 A. M. P. M. The last inspections I did on Alta Verde Condos at 2320,2322,2324,2326,2328,2330 La Costa Ave., was in January 1983. 6 yi$T Cameroy rii ding /nspector II REPLY ON THIS SHEET FROM WILMER -SERVlOr UKE STANDARD INTER DEPT. MEMO FORM n-24-PD pyi\Xii I torrey pines consulting Civil & Geoteciinical Engineering June 23, 1982 Project No. 00001 Report No. 4 Mr. Bill Tadlock Trinathan, Inc. 2320 La Costa Avenue Carlsbad, CA 92008 Subject: Report of In-Place Density Test Results Reference: Alta Verde Condominiums (24 Units), 2320 La Costa Avenue, Carlsbad, California Dear Mr. Tadlock: In accordance with your request, this office has performed the subject services for the above referenced project. Test results are shown on Tables I and II, attached hereto, and incorporated as a part of this report. Should you have any questions or comments regarding this report, please do not hesitate to contact the undersigned. Respectfully submitted, TORREY PINES CONSULTING Dennis E. Zimmerman, P.E. C26676 Attachments: Tables I & II c: (2) Addressee DZ/mc P.O.Box 38 • Cordiff-By-The-Seo • California, 92007 • (714) 436-3555 • (714) 453-6663 Project No. 00001 Report No. 4 June 23, 1982 Page 2 TABLE I Summary of Moisture Density Relations A.S.T.M. D-1557-78 Max. Dry Density Optimum Moisture Test No. Source and Description (pcf) (% Dry Weight) 1 Light yellowish brown 121.5 10.5 slightly silty clayey fine sand TABLE II Summary of Field Density Test Results A.S.T.M. D-1556-64 (Reapproved 1974) Test Moisture Rel. Reqd. Soil No. Date Location Elev. (% Dry Wt.) Comp. Comp. Type 21 6/21/82 Sewer Trench ^, 18.8 91.8 90.0 1 Backfill Near MH #1 Below FSG 22 6/21/82 Sewer Trench 2' 18.3 94.0 90.0 Backfill Near Below MH #1 FSG torrey pines consulting Soil • Geology • Testing • Inspection December 11, 1980 Project No. 00001 Davis-Petrich 120 Jocelyn Court Santa Cruz, CA 95060 Attention: Mel Davis Subject: Ammendment No. 1 to the "Limited Soil Investigation for the Proposed Alta Verde Condominiums in Carlsbad, California", dated February 29, 1980. Reference: Alta Verde Condominiums Gentlemen: This office has tested the native and import soil material for potential expansion for the above referenced project. Soil material was sampled on November 26, 1980 just after finish grades were achieved. Test results are shown in Appendix A, a part of this report. Based upon test results, the following ammendments are made to the above subject soils investigation: (a) Concrete slabs-on-grade should be reinforced wi,i:h 6X6- W2.9/W2.9 (6X6-6/6) welded wire fabric, (b) Slabs should be supported on 4 inches of sand with 6-mil visqueen at mid-height of sand, (c) Soil beneath slabs should be soaked to a depth of 24 inches to 5% over optimum moisture content 48 hours prior to concrete placement, and (d) #3 dowells should be placed from footings to slabs-on- grade at 36 inches on center. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to insure that the information and recommendations contained P.O.Box 38 • Cardiff-By-The-Seo • California, 92007 • (714) 436-3555 • (714) 453-6663 December 11, 1980 Project No. 00001 Page two herein are brought to the attention of the architect and the engineer for the project and incorporated into the plans and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. Should you have any questions or comments, please feel free to contact the undersigned. Respectfully submitted, TORREY PINES CONSULTING Dennis E. Zimmerman, P.E. Dan D. Goodwin C26676 Project Manager cc: (1) addressee (1) Thomas & Sowards Engineering, Attn: Bob Sowards DZ :mh December 11, 1980 Project No. 00001 Page three APPENDIX A TEST RESULTS Expansion Index Sample Location Volumetric Swell (%) Expansion Index Expansive Classification Bidg. #2 9.9 99 High Bidg. #6 8.7 87 Medium Bidg. #11 6.8 68 Medium Bidg. #14 10.4 104 High Bidg. #18 9.7 97 High Bidg. #23 9.1 91 High Average = 9.1 91 High i[].p:mpdmpm-, ip JL IZDJ^r-Oiy.-i €i>»S't, Snnhi Cv-r*, V^DoD \ 0^ r..v ^'^PP) J 11' ^ ©fP^ xX)- \^,.7 I i K- ' * Cojistriictiojt Cii.^toTn Trinathan. Incorporated 2520 La Costa Avenue, Carlsbad, CA 92008 120Jocelyn Court, Santa Cruz, CA 99060 Co''' ' 0^ PL Quality ^ Custom ^ Reputable Construction Design Workmanship LEUCADIA COUNTY WATER DISTRICT POST OFFICE BOX 2397 • LEUCADIA. CAUFORNIA S2024 • 783-0ISO March 2, 1979 Mr. Oliver Duffy 7690 El Camino Real Carlsbad, California 92008 Re: Sewer Permits - Alta Verde - Lot 6 La Costa Greens Dear Mr. Duffy: The Board of Directors reviewed your request for the reinstatement of 12 hardship sewer permits for the Alta Verde condominium project. At a special meeting held March 1, 1979 the Board approved the re- issuance of the 12 permits upon payment of $7,200.00 sewer connectjon fee. Please be advised that a, building permit for the project must be obtained by May 29, 1979. Failure to fulfill this requirement will result in the rescinding of the sewer permits. Please advise this office when the building permit has been obtained. Yours very truly, LEUCADIA COUNTY WATER DISTRICT REH/jrg cc; Building Department Richard E. Hanson Secretary-Manager DISTRICT OFFICE: tSeO LA COSTA AVENUS • CARLSBAD. CAUFORNIA T^UCADIA COUNTY WATER DISTRICT ^ POST OFFICE BOX 2397 • LEUCADIA. CALIFORNIA 92024 • 7B3.0ISB ' February 26, 1980 Frederick J. Meyer 3611 5th Avenue San Deigo, California 92103 Re: Sewer Permits Alta Verde Condominiums Dear Mr. Meyer: At a meeting held February 26, 1980 the Board of Directors of Leucadia County Water District reviewed your request for an extension to sewer permits for the referenced project. After discussion and upon motion duly made, seconded and unanimously carried the Board approved a 45 day extension to April 24, 1980. Please contact this office when you have obtained building permits. Yours very truly, LEUCADIA COUNTY WATER DISTRICT cc: Mr. R.A. Duffy Joan R. Geiselhart Office Manager DISTRICT OFFICE: I960 LA COSTA AVENUE • CARLSBAO. CALIFORNIA Robert Sowards Sowards Engineering P.O. Box 517 Solana Beach, CA., 92075 April 20, 1982 Building Dept. City of Carlsbad 1200 Elm Ave. Carlsbad, CA.,92008 ATTN: Mer RE: Condos 2320 La Cost Ave. Dear Sirs: Please clarify the City's position on eliminating the arch described by detail ZI2H and shown on sheet A-7. Robert Sowards RCE 26404 cc Mel Davis RS/jms Robert Sowards Sowards Engineering P.C Box 517 Solana Beach, GA., 92075 September 2^, 1982 Building Dept. City of Carlsbad' 1200 Elja Ave. Carlsbad, CA.-, 9200b ATTN;: Mer RE: Condoiainiuin 2320 La Costa Ave. Dear Sir: On April 20, 19b2 we issued a letter asking for written clarification to eliminate the arch connection between units shown on sheet A-7 and detail Z/2^-. Please issue a written response at your earliest convenience, RobBrt Sowards RCE 26hOh cc. 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Post Office Box 2S6 SOLANA BEACH, CALIFORNIA 92075 (714) 481 6818 .AH ^^pi^ ^N€r, ^ .-.„/:. P P:.LP^^, .- : y[it7.^LB. -„, iy^.£..l^ii6o%7o, k.^...ytpm. y-y 7../r:r;^.7 1 I --J- -1..-..- |-_.-.4yka.k/^L ./ 15.: 7^. :£g^H^^ ifeq;^^: 1 tPl :Li.Ml/Ll<^ i^A^^ i/J. ; ^75 4 'Xa? 3 Thomas & Sowards EnglRering, inc. Post Office Box 236 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB. SHEET NO. t CALCULATED BY. CHECKED BY SCALE 2 OF. DATE. S^<^/c?/^A •^<se7^ ..C:5J^Cr5.=i - ai-f ,jci^.y;..'^,.44...t-...<!.^3..U-.sA^ y- /n.it<^ ; \ C/'SZ. PJJh^O.LB^^L. v.* Zs,..k. /2)OZLA^ 1 ^tAi:>otL \ L^PAC^^.otyt.'Hy'Zt^ i P/^/Lf!r r t oe^f^ fy /A(^o : : .1A^. ; .3 • (AM(y,^p^, \ ijp^zy^^i y*// l^f ^ . l^ V& Cr. 3 l S ..—...i- -/^^7<=7/C Asxt-tr^ : _ . .ZAJC T^y/^A: . : ^v^/C <y>7Hu . . 77\ y^i^ . ., T^L..^>^^ t"^ » ^ ,A y^.i^ L.yt.. - L^oAi.. UJA'Xjy -7^ - . ^^ A3%7> : l7 ^ Thomas & Sowards Er^f^eering, Inc. Post Office Box 286 SOLANA SEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO. OF. CALCULATED BY_i/^^rX^^^6'^ DATE i ^' P)'^ CHECKED BY OATE SCALE • . z L^fS J2.yy L ^Ai<ClA(<^ S^<^/OAJ ^ : yggg^ <Lg.L;gL. ^ .^Af • tOA,UA=- /Sftw. 'Cl^Tt .1 a. /nit <^ : ; \ L.Z : i ; .-yu^.. I -i.^p..z.- A. ^ ^A^s^ - M A^zyu.1 i 4...-.i_....: 74 4 i Ip... : i ; : ; i ^A^tf ^By^i^ i. • /Ai^d^x ; I. ..: ; : • :, x. xS '^/r X ; i %M^x j : • » } Ti eC^n • kL M- L^ v^C. .' , .j^ x^ 10 7» ((.•i'J:. it ^• Thomas & Sowards En^Kering, Inc. Post Office Box 285 SOLANA BEACH, CALIFORNIA 92075 (714) 481 6818 JOB- SHEET NO CALCULAT CHECKED BY. SCALE ) OF DATE. L/\T5^AL . AUA^iS/S LADY'S f2,yt L. C?^g)/Aygr J^T^ ^oeu :. ^ 1. /nti c AaoP :^ Cj^i?^^ lS..i^fO/~- -aj^ 4^,^/ • ..fes f[ p OAi S '^ /,fo . ».:„2L..-<5',,2i £Af i to/ku.^^ . U>,...«,f^.. ^ iCm: .L ; ...Px7ALi ..pjy.xx7yyxyMA-- - j???"^!^ i- X. , - ; -i M : . L L. .CiPpi'Oi. ^Bi/x&i^ \ : yZ.AS71yL^, &^: ^ f.(PSi:AL ^ 'mpj. ii4.kZ(^^. PA,/Lf(y(<=7^^ B^f/L kDAU.^ /Ai^o - ^ ^ • \ : : : - ZZZ TZ^^lhxZ ZY' Z'/L^X * (5*^0 "u -L&l Apgtxc GcstcS^ y&u • I yp^^ .^. I I i ; 4_- ; : ;.. ; :......„; APo^^x^/i. i<3^^^ r aiy. (O^SH ; , 4..-.-l.l.i.. -to i • : - Zyh^ '7'/7yiryJS^Or ^^<^-^ S j y^ . ^. i ^ A-^ • ^^^ TOA^ ^ -.(^^^ //^^ ; ^. ;..U,..l^. : ; - ; A]!^^ .-f^C^^dyPZ. 1^ ^0 >^^^-.^j2/ 'P Z Thomas & Sowards Er\affbenng, inc. Post Office Box 285 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB SHEET NO CALCULATED BY CHECKED BY SCALE CF. DATE. OATE. LA^fe./2.yti. ... L^AS.C/AJiS' J^Asyx: Z^u^u PAAffPp OAj^z: 0-(my.^A^&y 3.. /nita^ - y>tL.^ /P A6c>P. .4}. -^AAZ-P -xM..P.. ^g(/SL /r z- V» - (3^^ ^.to ^ A -tp k-. A3./^4' ... ZL'^OIL (^^^^ .^m-T^ P . £Y,f/2, kJAU^^ >t . of6 /^f7^ 1Z Mi^o ----- - - : %r1.<7 To yy, .L&. v&,u 8:. ; ; L....,.; L..-; /Vi.!^^ ; ZZ 0 .^3 Thomas & Sowards EriPReering, Inc. Post Office Box 286 SOLANA BEACH, CALIFORNIA 92075 (714) 481-6818 JOB. SHEET NO CALCULATED BY CHECKED BY SCALE 2^ OF. DATE. L/^j'e^^L . A^u/<is CA.fS /2.yti. C^AjkO/^eS S^<^^d>^ <^ ; .MfS-j-ipt^Ss^Cf-e^ , : 1 ~ \^y^. !-iOA^LLS,.4^54XCB^P -pz.; ^ 1/i.j.cf^x THii <S- .... -PT^AZ X AM.^.. 4^ i ; J ; [ / ; s7^ .i3h. ly. ^CtiiTfl .(^/^ ^ 'dl>fc tj^jic Mc^O - : i \ • .... Uf. L&v&c^S^. : i L I.-; L -..; f^C'£>^/Z,. i..'a^<y IdpL.ATL^.^Oi.'s^ 1 .'^/hC 'T'/T'/icyJ^::^ '/:?z^7s.Cf.yy. pf, c_ . - ^^<- <<PA-tci •Iff - m^77Llop< 1 3» .- /Vli^^. -. :. • _ IA .. . -i^ -..AlAtLd.r,.... ^ p % - l.lf<« fAz^ii^^-s^i^.x, t£l^ /^^y • Thomas & Sowards Erigfneering, Inc, Post Office Box 286 SOLANA BEACH, CALIFORNIA 92075 (714) 481-6818 joa-^ • SHEET NO rA \,i||C CALCULATED BY. CHECKED BY SCALE xm- OF. DATE . DATE . Kr« (intl^Y^") ^ \4o PUP p y ^ ^..^ ^wbiz ^ u^,g A/-h ^ no 7*.' .vwM ur= .y^m.^ ^10:: .v:ue : 73. Il*.7'5 mf fpmA #t • tTF^I ; Ai^.75 ^ ^^^^^ Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- UMIT i -SHEET NO CALCULATED BY, CHECKED BY SCALE xLofAO- DATEX- OATE li''^ t 7A t • Kt.iy o^ \AA\.\ Z)vyh' ue '^y^ Zry {o^tZlZ^ =• n Fbf • M» ^^"1-0^ I0(^.^^ a^^ '2x4 ^zA .f-1^0^/oe[UtA^ rhm^ i A, , ^•6J U^^ 4X(/2- ]2q9r* V TT^A-l: wr« : (p+s.eXi2.5)(^^:+ (p^yboyj^'^'/%)A(^^^^ ..^ t^o./M-b Ftp : „ , K *. 11.^ , . , . fA^ 4l4=!?.,i4' I^A \4ilvC'^ . u„^.& „ 4^^4': :„, Thomas & Sowards Enyneering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO OF. CALCULATED BY, CHECKED BY SCALE DATE. DATE . VPM JP= . \t^yb\ A liA^P'\ Z7& 4x \1 ICO Al Vt\ 5 ^SAM . A:AHT' ^^l^T^' Vr^'i l[%p\iy,.y^Z)'r.^ Z AU^ PU* ; ^= -]^yn ^ Aii*7s^ - A'^Z ^Z^^ WA- \^m-y : 4^14- i r. t -X ^-576 ^v-a."",., -KffeMt^S •^lMf*S<^'Nl f^Afl^. 31^ atZy. (y]b m h \iy y:4iA?P~^ ZAP^A^. Thomas & Sowards EngTheering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB. SHEET NO CALCULATED BY_l_ili CHECKED BY SCALE- 40F_I£^ DATE. OATE - 'p\Mj^ ru^^^Zc^ f<jpo%/oe\y.^^ ^o7^'., yf*^ , ur^ L<^^^X\-y^'p Ai/>'(yj , Zb^^ ^ P^oA..\o)A'^.^A " (^^"6,7 PLF , LL M«5^= lt^50 14.5* V \JM^- 4^2> -UeAC^ 1^, 3&1 X f n Thomas & Sowards En^neenng, inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 cu„..o IJMlT ^ r.Ai nil ATcn By tW HAT. Xi^Pi rwcrircn BY riATC SCALE ... - - Z .U^ .4^1^ f\^: ftSO^ t^ANAINiCt -. U^e (Z^^%\t/kKjh Tj^ :C\y]-,: P \'>)0^ \^pZ&^"Pue : i^e' 4? mo : 1^-^ H-it e t %y^^^ 1.1-. • I V Thomas & Sowards Engweering, inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 kph \ ^1 SHEET NO UMIT ^ OF. CALCULATED 8Y_t CHECKED BY SCALE . DATE. z. OATE. ^z4*> ^ 1^^- A,^^ - 44 1^ ur* 7^.^^ f^f (;u^7i=?) ^* 4li^^-^ : / - r -l 74 1 t'9 y^^ p^iD^s 116^.1 17", ^7 t Mw^^ ^,m^Z\ kiT^ ^hP 4 Gie^p V 4Uci, V, 7 JOB- Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481 6818 SHEET NO CALCULATED BY CHECKED BY . SCALE 7 OF-0 DATE. DATE . <py^-{]mc!0^ — . . . 17$&-1^ . U4e. \Zy?^. iij/ 4^*^ i^A^b few yyz.z^ Thomas & Sowards Engmeering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB. SHEET NO CALCULATED BV CHECKED Bt SCALE PL So^AO- DATE- DATE. IJA^f^: PP\IAA{^\^' : ^/m^h\0 n.7 - 11.7 (6'4} - €4-1 ^ ZA} (p\-Z ymm^- Vp^ - (p^HZlio.y)^ 7^AO Z \^'^o\ : Z : z ^ tZp yiT^ . m rn p ' yZ. y-- m :- , |T, t4(% - z^^pzZzA^Z ^^-1 r ^ yy . yo rue Thomas & Sowards Engineering, inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB SHEET NO CALCULATED BY- CHECKED BY SCALE 4A^ DATE. DATE. \Hm • , : : i ; ; ! 1 -fer: ...iir^: (4+4)(..i.e?;.i - m fif ^ :t7^* ZZ . i^h ii^L.LllZpfpZ ,^t^^ , y,, 6,.^: ..yy^^ [15 ^ ' Z^cZ - (^:po&Z ^ ZityZ .1.1. 7 * i^e .1^7 Z- , w ,^ (l^^Y7<5") +/^j:^^4^j,f7^a= vi(^y^ 4- I'iXM y-'ZLtPb UP FORM 204-1 AvsiiaWe trofr> /.^ViwA lr>c. Grotor, Mass 01450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB SHEET NO iOo.x\a CALCULATED BY CHECKED BY SCALE t\KJ DATE-A. DATE m riz. - Zye 1^ z^ 41^ H>r . . 7^^... W{^m. ^po^ kVi ^ A^/^'lf%{&(c yP'.f. : : Zby)\ .ZZy- %yydZ Zf- ZZ(P^ Z-^ ty>t (ISF: FORM 204-1 AyailaWe frorr. fr\/EWs toe Groton Mass 01450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO 0-N^it \0,\\pt CALCULATED BY J CHECKED BY SCALE OF. DATE. JXr= (\'^tii,)^4)x= B.f ,7t^/l=-:. 17:525 : g-iCD -AO pMpy. p^- .m* : '-.44*' ^^g,,,^x 7-^^ ^ '^^•^^ i2 , -yoi.^? '^fi^6^... m v^b (3 \yyy yi4r^ \w " 71t ^ f^f" 6 • "t(^2^ Zi7P<7 OP/^ 14 XC(^.7<^ A ] €7ap{ • * 7.^-f-1 FOSM 204-1 AvailaM from ./vsfs Inc. Grolon, Mass Oi 450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO CALCULATED BY CHECKED BY SCALE DATE- DATE- f^l4^2:^2^uH4 7^ . : ;uj> lyc^ryyLi^Z^y i^-^'^ . ; iZu^" SM-^-. iM:* .,%6.^2^-:^7 ^ .! %^ P^h.-bh x U^e ^\kyf^ . A, )jr ^ {ApAA^Xl 1 fl-'* - : ..y\: P. t/^^. y^^- \^y^ • - : . h^^zst jM.*.^r .ri^.^ WyZ y^ /pooo -f iv^" ..A^tco t Z. 5^447.^ • iq.^ u^^ Pp%^\t au^ t\VA ff^AfVIINJty. \}y=^ (47i\yX \ Ay - 73-33 vPPZAjyyyyyyzyyyy t 1<7.$' 'on* S04-1 Available from //VSBf Inc Grolor, Mass 01460 Thomas & Sowards Engmeering, inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB-um^ \o,\\pt SHEET NO. CALCULATED BY xm. CHECKED BY SCALE DATE_i DATE — fi^x^y \ : ipfp m?Zm ^ ZtzD • mp M^OPP:: : mM]ZvfM to fe=«^ • Z-i yp—Tpy ijj^,.: UoM0^ \bX y \Zo,^ CP\^ . Z\ - ^i^e . • ,, A^xl^ v^z\ r, Z^ \iz\^ P^x =Of»A 204-1 AvaiiaWe trom jw^BS tfK Grotor, htess 0i450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB SHEET NO CALCULATED BY CHECKED BY SCALE L'K!,!T6 in, 11^ I 2- 4OFZ AU. OATE- DATE- mj^PTfioy p \ p I - : ,^NT.iN^W£?;: : i - : 114" i a^s LIE/' . ^y \0.td^ " ,A Z^ %^£s.xl^'' DP FORM 204-1 AtfaitaWe from [NWWt Inc. Groton Mass 01450 n^< Thomas & Sowards Erilweering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEETNO \.Ay7 ^XXXIA CALCULATED BY f^/ \ CHECKED BY SCALE QF 7 OATE- DATE . lAiiM^* . \^ f^y ...^ ^' Z. Kbr ^KIT^^U . oue po oxfye^AA 7^yt Zi'- (4^2<PXI^). y<'y^ . AIA 1^-1 4 ^ C^M^^O IMQ Zi Pip F 16-1 1^-1 Be Yd " (•'^7l(ill) = 11^^ VfX 14^4* ^ *2 m iy^Li\^^L) y ^.^^^^: M, 1 116^44 14M - 0 0 = 3?, Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CALIFORNIA 92075 (714) 481-6818 JOB- SHEET NO CALCULATED BY. CHECKED BY SCALE DATE. DATE. ^••^ ypp\ nr ^'%y) "p ^ty i ^,=.:4.: -i^s^Ai^Z :.yiy ZyW .Z^ ; ^ . ju^^ '^miPi. ^ - 'A'-^lAU : ; J , \j^^, x^^j:^^6)t,a|^4M) : : Z ^ • yy MO ftp 13 i^yj/^t^p mo. = t^,^7:^ .it- ^1 (^2^ 6A * , K - -'MX V Ob FORM 204-1 AvBitabte trom (^TEBS- ' inc Groton Mass 0U5O Thomas & Sowards T^igineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB. SHEET NO. CALCULATED BY. CHECKED BY SCALE OF_7 DATE-tj^lj^ DATE. i ^Z ^% A kS^ f mi ; i 777,^777/7^; iexk 7^^ X- w y 70\L? -A/ A/ p:r : im -g'm-Lf^^M' A \: pj^ 'f^oo viTP i \ ^\%P\<\ :,: „ \.^zz.zzZzzz.z:.. UZ 'iyi:^^uP) Ai^^Y^m) +..(771 - mz • 1 FORM 204-1 Avaitable froin /ivggg. lr>c. Groton. Masa 01450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO.-OF. CALCULATED BY OMCW^CO BY SCALE DATE. DATE. ZicZp; -p! m bmMp [..y. §e^4,i;,]4m. mm 7,L^.&...- XZ6 : „p2Z mAtx i : yy_ m.Z.: : : 133 7. 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Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO. CALCULATED BY. CHECKED BY SCALE yj OF DATE. OATE. ^mMx E^rM :m^.\ppea. i I Sx : <i\..(^Qo,,\'^\ : l^. yl ; „5r,=: (<^5„,, &y^... '3'^ i"v\ "<*>X^ ^P FORM 204-1 Availabia trom llVEBS,! Inc. Grolen. Maaa. 01450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH, CAUFORNIA 92075 (714) 481-6818 JOB- SHEET NO.. CALCULATED BY CHECKED BY SCALE OF DATE. DATE- ZmjQi ,.c^ i W^znpy io/uxpj ^ xZ^^MZMoypT... U^zZS. -i ^ %P ^xj^/?^.. Ii„„; /ZIZZA.Z. /,qpZx 3.r i,o,p,x,;, sf /d ', y Zy Ax^fis^, My mc^iy ^J 1^ ; - $oyy^Z,p,o : ; ^ ^(^'^a^, ZL : C/U/^/^ OA/^t KJ f^j^zi Ip ^<yy'^z^.^z^^^^^^^ (Z/z^'v^ ^Z as^Z ^>^s^4^^^^^ ys A-zZAfZ^ FORM 204-1 Availabia Irom IMWBSI Inc. Grolon. Maaa. 01450 Thomas & Sowards Engineering, Inc. Post Office Box 286 SOLANA BEACH. CAUFORNIA 92075 (714) 481-6818 JOB. SHEET NO.. CALCULATED BY CHECKED BY SCALE OF OATE. 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LIMITED SOIL INVESTIGATION FOR THE PROPOSED ALTA VERDE CONDOMINIUMS IN CARLSBAD, CALIFORNIA February 29, 1980 Project Number 00001 Prepared for: AUa Verde - A Limited Partnership 7690 El Camino Real, Suite 211 Carlsbad, California 92008 4^6^ ^^^^^^ Prepared by: Torrey Pines Consulting 125 Via do la VQIIG Solana Boach> California 92075- TORREY PINES CONSULTING 2145 Newcastle Avenue Cardlff-By-The-Sea, CA 92007 torrey pines consulting Soil • Geology • Testing « Inspection February 29, 1080 Alta Verde - A Limited Partnership 7690 El Camino Real, Suite 211 Carlsbad, California 92008 Attention: Subject: Gentlemen: Mr. Oliver Duffy, -lr. Limited Soil Investigation for the Proposed Alta Verde Condominiums in Carlsbad, California In accordance with your request, we have performed a Limited Soil Investigation at the subject site. Our investigation was performed to provide preliminary geotechnical data to aid in overall site plan- ning and development. In particular, we were determining the feasibility of incorporating a shallow foundation system, as opposed to the pile foundation system proposed by Renton Engineering, Inc. This report presents the results of our field and laboratory investigation, as well as geologic and soils engineering analysis, which are the basis for our findings, conclusions and recommendations. This opportunity to be of service is sincerely anoreciated. any questions concerninn this report, olease call. Very truly yours, If you have TORREY PINES CONSULTING ~7rpt Dan D. Goodwin Project Manager Dennis E. Zimmerman, P.E. RCE 26676 Project Engineer DEZ:mh P.O.Box 38 • Cardiff-By-The-Sea • California, 92007 • (714) 436-3555 • (714) 453-6663 TABLE OF CONTENTS PAGE Letter of Transmittal Table of Contents Introduction Layout of Report Scope of Services Proposed Development Site Description Cross-Section A-A' Location Map Geology Regional Geologic Map Field and Laboratory Investigation Plot Plan Conclusions & Recommendations Limitations Appendix A - Subsurface Investigation Geotechnical Boring Logs - B-l, B-2, B-3, B-^ Appendix B - Laboratory Testing Consolidation Curves - B-l, B-2, B-3, B-4, B-5 Direct Shear - B-6 Gradation - B-7 Maximum Density & Expansion Test - B-8 Atterberg Limits - B-9 Appendix C - Recommended Grading Specifications 2 2 3 5 6 7 8 9 - 13 14 15 23 24 29 30 31 32 33 12 - 22 28 35 11 LIMITED SOIL INVESTIGATION PROPOSED ALTA VERDE CONDOMINIUMS IN CARLSBAD, CALIFORNIA INTRODUCTION This report presents our opinions resultinn from our soil investiaation on the subject property. Our investigation was performed on February 7th and Bth, 1980. The purpose of this investigation was to evaluate the site from a geologic and soils standpoint and to provide preliminary recommenda- tions for your use in overall site development and foundation desiqn. LAYOUT OF REPORT The body of the report contains the text of our findings and recommendations. Details of our field and laboratory work are presented in the appendices at the end of the report. Key statements in the text are underlined. SCOPE OF SERVICES The scope of services performed in the course of this investigation included: 1. Review of project drawings, dated January 8, 1980. 2. Review of reports by Benton Engineering, Inc. comprising the following: a) Final reoort on Compacted Filled Ground dated Oune 27, 1972. b) Limited Soils Investigation, dated October 2, 1979. c) Supplemental Recommendations to our Limited Soils Investigation, dated October 11, 1979. d) Supplemental Subsurface Information, dated November 21, 1979. e) Recommended Pile Design Curve for Separated Buildings on the North Side of Demarcation Line, dated December 13, 1979. 3. Review of published and unpublished reports and maos pertaining to the subject site and i^ts vicinity. 4. Geologic mapping of the site. 5. Subsurface exploration consisting of four borings. 6. Laboratory testing of representative soil samples obtained during the field investigation. -1- 7. Analysis of field data and preparation of this report, including our findings, conclusions and recommendations. PROPOSED DEVELOPMENT Proposed development of the approximately 1.15 acre trapezoidal shaoed site is for six three-story condominium buildings comprisino a total of 24 units. SITE DESCRIPTION The subject site is located on the north side of La Costa Avenue, approximately four-tenths of a mile west of Nueva Castilla Way and forty- five hundreths of a mile east of El Camino Real in the La Costa area of Carlsbad, California. The site has previously been graded, compacted and tested. The final report by Benton Engineering, Inc. shows that the fill was compacted to a minimum 90 percent of maximum dry density. These fills were placed on May 26, 1972, according to Benton Engineering's report, dated ,lune 27, 1972. The site falls from La Costa Avenue, on the south, from an elevation of approximately 40 feet above mean sea level to the La Costa Golf Course, on the north, to an elevation of approximately 17 feet above mean sea level. Currently, the site is oartially graded into individual, terraced buildinq pads. See cross section A-A' N-S. The geographic relationships are shown on the Location Map, Plate No. 1. 1 Pre-graded Topography Subject Property >. Approximate Existing Topography ^ B-l B-2 B-3 B-4 Bedrock ^"'^-^Icolluvium iuggiBi^^ T B-l (Benton) La Costa Golf Course Bedrock CROSS-SECTION A-A' N-S Scale 1"=100' -3- Cross-section based on aerial photo interpretation and USGS Encinitas Quadrangle: 1"=1000' SCALE: 1:24,000 LOCATION MAP ALTA VERDE PROJECT NO. 00001 DATE FEBRUARY 29, 1980 PLATE NO. 1 GEOLOGY The subject site is located in Carlsbad, California. The Regional Geologic Map, Plate No. 2, shows the subject site and the geologic setting of the area. No faults are known to pass through or near the site. Underlying the site are the Eocene Marine Formation of Ouaternary Age and the Pleistocene marine formation and marine terrace deoosits of Tertiary Age, according to the U.S.G.S. Geologic ^aps of California, Santa Ana Sheet. The site is underlain by moderately compressible colluvium. Aerial photographs suggest that fan-shaped colluvial deposits underly the site. Photos do not indicate embayment deposits, nor do borings indicate bay mud. The depth of compressible materials (colluvium) are on the order of 30 feet. The borings (ours and Benton's) suggest that the colluvium thins out somewhat to south, but we could find no indication of sudden change in material types; i.e., subsurface materials are consistent. This is demonstrated by material types, blow-counts, moisture densities, consol- idation data, etc. The "Demarcation Line" may have been determined from grading when they pushed fill out over water. Fill thicknesses appear to be on the order of 15 to 29 feet. -5- Scale 1:250.000 Eocene ] Pleistocene marine and marine terrace deposits PJoxxsy PPimi Coni-utting REGIONAL GEOLOGIC MAP PJoxxsy PPimi Coni-utting ALTA VERDE PJoxxsy PPimi Coni-utting PROJECT NO. DATE PLATE NO. 2 PJoxxsy PPimi Coni-utting 00001 FEBRUARY 29, 1980 PLATE NO. 2 FIELD & LABORATORY INVESTIGATION The subsurface investigation consisted of four borings drilled to a maximum depth of 67 feet using a truck mounted 8-inch diameter hollow flight continuous auger. The approximate locations of the borings are shown on the attached Plot Plan. The borings were carefully logged and sampled. Bulk samples and 2.4 inch diameter, relatively undisturbed samples were obtained at regular intervals. Standard penetration tests were also taken in the borings at selected depth intervals. The standard penetration test (SPT) consisted of driving a 2-inch O.D. split spoon sampler with a 140-pound hammer dropped through a height of 30 inches. The standard penetration blow-count is recorded on the boring logs. Depths at which groundwater was encountered were established in the borings during drilling and measured after drilling. All test holes were sub- sequently backfilled. A slotted plastic pipe was installed in Boring 3 to allow future monitoring of water levels. Representative samples of the various soils encountered in the borings were returned to the laboratory for evaluation and appropriate testing. Logs of the borings and descriptions of the laboratory tests are presented in Appendices A&B, respectively. r'=30' LA COSTA AVENUE PLOT PLAN •8- CONCLUSIONS & RECOMMENDATIONS A. General The site is suitable for the proposed development from a geologic and soils engineering standpoint, within the framework of our recommendations. In our opinion, pile foundations are not warranted. There are, however, certain constraints which must be taken into account. The constraints, conclusions and recommendations follow. B. Slope Stability We recommend that any required permanent cut or fill slopes be constructed to an inclination no steeper than 2.0 horizontal to 1.0 vertical. Placement of fill near the tops of slopes should be carried out in such a manner as to assure that loose, uncompacted soils are not sloughed over the tops and allowed to accumulate on the slope face. The on-site soils will be highly susceptible to erosion where exposed on slopes. Therefore, the project plans and specifications should contain all necessary features and construction requirements to prevent erosion of the slopes both during and after construction. Slopes and other exposed ground surfaces should be appropriately planted with a protective ground cover. C. Grading and Earthwork 1. Existing Fills and Loose Natural Soils Any existing fill material should be over-excavated down to compacted fill material and recompacted to at least 90 percent relative compaction. The need for and extent of over-excavation work to remove existing fill materials should be determined by the soil engineer in the field during the site preparation work. We anticipate approximately 2 to 3 feet of removal. 2. Scarification and Processing of Surface Soils Following over-excavation of unsuitable materials, all areas -9- of the site to receive fill and/or other improvements should be scarified to a depth of 6 to 8 inches, brought to near optimum moisture conditions, and compacted to at least 90 percent relative compaction. 3. Rippabi1ity The on-site soils and bedrock materials are expected to be excavated using conventional earth-moving equipment. 4. Compaction and Method of Filling All fill at the site should be compacted to a minimum relative compaction of 90 percent, based upon ASTM Laboratory Test Designation D-1557-70. Fill should be compacted by mechanical means in uniform lifts of 6 to 8 inches in thickness. Compaction of slopes should be achieved by overbuilding the slopes laterally and then cutting back to the design line and grade or by back rolling with sheepsfoot at frequent intervals as the fill is placed, followed by final rolling of the entire slope. Feathering of fill over the tops of slopes should not be permitted. All fills should be placed and gradina performed in accordance with applicable grading ordinances. 5. Trench Backfill Pipeline trenches should be backfilled with compacted fill. Backfill material should be placed in lift thicknesses appropriate to the type of compaction equipment utilized and compacted to 90 percent by mechanical means. 6. Drainage Positive surface gradients should be provided adjacent to buildings so as to direct surface water away from foundations and slabs toward suitable discharge facilities. Ponding of surface water should not be allowed adjacent to structures or on pavements. •10- 7. Recommended Grading Specifications Grading should be done in accordance with Appendix C, "Recommended Grading Specifications." D. Foundation and Slab Recommendations 1. Footings We recommend that the proposed buildings be supported on conventional individual spread and/or continuous footings bearinq in compacted fill materials. Footings should be founded at least 21 inches below rough pad grade or 24 inches below the lowest adjacent finished grade, which- ever is deeper. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 6 feet of horizontal cover between the footing and the slope face at the footing bearing level. At these recommended depths, continuous footings may be designed for allowable bearing pressures of 1750 psf for combined dead and live loads, 2330 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should contain two No. 5 bars, placed one top and one bottom. Settlements under building loads are expected to be within tolerable limits for the proposed structures. We estimate that post-construction differential settlements across any one building will not exceed 3/4 inch. We estimate that the maximum total settlement from this date forward will be approximately 2 1/4 inches. We recommend the installation of several settlement monuments and readings taken after construction of the buildings is completed. These should be monitored in the future on a periodic basis by this f i rm. 2. Slabs-On-Grade Concrete slabs-on-grade may be supported on compacted fill. Soil materials should be scarified to a minimum deoth of 24 inches, brought to 3 percent over optimum moisture condition, and re- compacted to at least 90 percent relative compaction. Slab reinforcing should be provided in accordance with the anticipated use of and loadings on the slabs. As a minimum we recommend that the slabs be reinforced with 6x6-10/10 welded wire fabric for control of shrinkage cracks and due to the moderately expansive soil condition. In areas where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that consideration be given to pro- viding an impermeable membrane beneath the slabs. The membrane 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. 3. Lateral Loads Lateral load resistance for buildings may be developed in friction between the foundation bottoms and the supoorting subarade. An allowable friction coefficient of 0.40 is considered applicable. An additional allowable passive uniform pressure of 200 pounds per square foot acting against the foundations may be used in design provided the footings are poured neat against the adjacent compacted fill materials. Should you have any questions or comments regarding this report, please do not hesitate to contact the undersigned. Very truly yours, TORREY PINES CONSULTING .^^4 ylirr^ Dan D. Goodwin Dennis E. Zimmerman, P.E, Project Manager RCE 26676 Project Engineer DZ:mh Zc Aozz ^ w-mzZ-hZZzXJ wi^^ ^Z Z y ii^/ ^/ ypu/.. ^11 ^ I) I LIMITATIONS Conclusions and recommendations made in this report are based on the assumption that the soil and geologic conditions do not deviate apprec- iably from those disclosed by the borings. If variations are encountered during construction, TORREY PINES CONSULTING should be notified so that we may make supplemental recommendations if this should be required. Evaluation of soil materials for support of structures includes inspection during grading. The soil investigation is not completed until the soil engineer has been able to examine the soil during grading. The soil engineer should continue his service through the inspection of grading including construction of fills and foundation excavations. -13- APPENDIX A SUBSURFACE INVESTIGATION The subsurface investigation consisted of 4 borings drilled to a maximum depth of 67 feet. The subsurface exploration was continuously supervised, excavations logged and samples obtained for laboratory testing. Logs of the borings are presented with this appendix. •14- Date 2/8/80 Project Alta Verde GliOTHaiNICAL BORING LOG _Drill Hole No. B-l Job No. Sheet 1 of 2 - 00001 Drilling Co. GeoDrill Hole Diameter 8" Drive Weight Tyrie of Rig Continuous Flight 140 lbs. Drop 30 m. Elevation Top of Hole 38 Ref. or Datum MSL I •5 o z a> .a V 3 -< 10 {A O 3C O o u. .-H ca u a> a. • H C VW Q a. u u • 3 +J *J C in i) •H U St c u rH • rH t/J •H • O 3 C/5 ^ Logged by_ Sampled by GEOTECHNICAL DESCRIPTION LV LV SM- SC FILL: Light brown-yellow brown, moist, dense, silty-clayey, fine sand 10- CL+ SP Light gray, dry, hard, silty clay and pale yellow, damp, dense, poorly graded medium sand |36/12117. 11.1 CL Dark olive brown mottled gray, moist, hard, silty clay |36/i; 11L8 15.6 25- 30_ SPT 16/12 SC COLLUVIUM: Olive brown, saturated, hard, slightly medium sandy clay 3 |32/12 107.3 20.3 CL Olive brown, saturated, hard, slightly sandy clay •15- Date 2/8/80 Project Alta Verde CLOTLDINICAL IJOUINC U)C _Drill Hole No. B-l Sheet 2 of 2 - Job No. 00001 Drilling Co. GeoDrill Hole Diameter 8" Elevation Top of Hole 140 lbs, Drive Weight_ 38 Ref. or Datum Type of Rig Continuous Flight Drop 30 in. MSL a. V o •H JC 66 CX Q rt .J U u I 1 0) 3 H O Z t) P, 00 lA O at o o u. rH V •H IA c ^ i) o «> u • 3 *J *J C IA ii •H «J Si CJ IA /—s in • rt to .—I • u u rH to •H • O 3 to ^ Logged by_ Sampled by GEOTECHNICAL DESCRIPTION LV LV CTT .1.1.1. I I I « « * I 1 i 12103.6 23.4 CL Olive brown, saturated, stiff-very stiff, medium sandy clay-siIty clay 35 - yy/ SM- SP Light olive brown, saturated, dense, silty medium sand-poorly graded sand 32 12 101.4 25.5 27.2 CL Pale blue green-olive, saturated, hard, slightly sandy clay Total Depth: 26 Feet Groundwater § 22 Feet -16- Date 2/8/80 Project Alta Verde GliOTEDINICAL BORING LOG Drill Hole No. B-2 Job No. Sheet 1 of 2 - 00001 Drilling Co. GeoDrill Hole Diameter 8" ___Drive Weight__ Elevation Top of Hole 27 Ref. or Datum .Type of Rig Continuous Flight 140 lbs. Drop 30 in. MSL I o 2 3 rH lA O •X o o u. ca u •H IA C lw 0) o Q D, 0) u • 3 •J •J C in /-> IA • rt to f-i , u u • rH to •r^ • O 3 to ^ Logged by_ Sampled by GEOTECHNICAL DESCRIPTION LV LV 10 — SP+ CL FILL: Olive^light gray brown, moist, medium dense, poorly graded fine sand, silty fine sand and sandy clay l|25/12 113.2 13.8 SPT I 13/12 SC- CL SC- CL Blue green mottled olive, moist, stiff sandy clay-clayey medium sand 15 - CL |32/12 110.2 17.7 TOPSOIL: Dark brown-dark gray brown, saturated very stiff, fine sandy clay-silty clay, some organics 20 - 25 30 SPT 13/12 CL- SC COLLUVIUM: Light olive brown, saturated, medium dense-stiff, medium sandy clay-clayey medium sand, some caliche veins •24/12 91. 22.7 CL- SC Olive gray mottled blue green, saturated, very stiff, fine-medium sandy clay-clayey medium sand -17- Date 2/8/80 Project Alta Verde GEOTEaiNICAL BORING LOG _Drill Hole No. B-2 Job No. Sheet 2 of 2- 00001 Drilling Co. Hole Diameter 8' GeoDrill Type of Rig Continuous Fliqht Drive Weight 140 lbs. ^Drop 30 in. Elevation Top of Hole 27 Ref. or Datum MSL a. V o •iH a. q rt rJ u I 1 o z 0) i) 3 rH H p.. to lA O 2 O O U. T-i ca u a IA C >w 0) u Q O. u 3 *^ 4-> C in i> •H 4J u in . rt VJ • u u • rH CO •H • O 3 to Logged by_ Sampled by GEOTECHNICAL DESCRIPTION LV LV 30 35 SPT 11/12 CL- SC Olive gray brown, saturated, stiff, medium sandy clay-clayey sand 4 |31/12 40 106.c 20.9 SC- SP Pale blue green-gray, saturated, dense clayey medium sand-poorly graded slightly clayey sand 45 y 50 — SPT 39/2 CL- CH Blue green-pale green, saturated, hard clay, plastic 5 |55/12106 22.4 BEDROCK: Blue green-pale green, saturated, hard, clay Total Depth: 47 Feet Groundwater @ 25 Feet •18- Date 2/7/80 Alta Verde, Lot 67 Project^ Drilling Co. GeoDrill GEOTECHNICAL BORING LOG Drill Hole No. B-3 Job No. Sheet 1 of 3- 00001 Hole Diameter 8' Elevation Top of Hole _Drive Weight 140 lbs 23 Type of Rig Continuous Flight ^Drop 30 in. Ref. or Datum MSL Logged by Sampled by GEOTECHNICAL DESCRIPTION LV LV FILL: Light gray brown, moist, hard, sandy clay^clayey sand Green-yellow, damp-moist, hard silty clay- sandy clay Dark brown, moist, soft clay Light yellow green, moist, dense silty sand to poorly graded medium sand Pale blue green, moist, dense clayey medium sand TOPSOIL: Blue gray^black, saturated, very stiff silty clay with some sandy clay and organics COLLUVIUM: Light gray mottled light brown, orange, blue gray, saturated, medium dense silty, sandy clay, clayey fine sand Light gray, saturated, medium dense, clayey fine sand-fine sandy clay with organics -19- Date 2/7/80 Proj ect Alta Verde, Lot 67 GEOTEaiNICAL BORING LOG Drill Hole No. 13-3 Sheet 2 pf 3- Job No. 00001 Drilling Co. GeoDrill Hole Diameter 8" Drive Weight 140 lbs Elevation Top of Hole 21 Type of Rig Continuous Flight ^Drop 30 in. Ref. or Datum MSL Logged by Sampled by GEOTECHNICAL DESCRIPTION LV LV Light gray-blue gray mottled orange, saturated dense clayey fine sand-fine sandy clay Gray, wet, very stiff clay-fine sandy clay, very plastic Light blue-gray, saturated, medium dense clayey, coarse sand-sandy clay Blue green, saturated, dense, sandy clay with medium-grained sand BEDROCK; Olive green sandy clay, very stiff- hard, moist, with some gravel Olive-blue gray, moist, hard clay to sandy clay -20- Date 2/7/80 Project Alta Verde, Lot 67 GEOTECHNICAL BORING LOG Drill Hole No. B-3 Job No, Sheet 3 of 3- 00001 Drilling Co. GeoDrill Hole Diameter 8" Elevation Top of Hole _Drive Weight 21 Type of Rig Continuous Flight HO lbs. Drop 30 in. Ref. or Datum MSL Logged by Sampled by GEOTECHNICAL DESCRIPTION LV LV No sample Orange brown, wet, dense-very dense, clayey coarse sand-well graded coarse sand with some gravel TotaT DepTh^ 67 Feet Groundwater @ 25 Feet •21- Date 2/8/80 Project Alta Verde GEOTECHNICAL BORING LOG _Drill Hole No. B-4 Job No. Sheet 1 of 1- 00001 Drilling Co. GeoDrill Hole Diameter 8" Elevation Top of Hole _Drive Weight 22 Type of Rig Continuous Auger 140 lbs. ^Drop 30 m. Ref. or Datum MSL a, V 5£ a, q rt >J u a I Wl o z V X) V 3 <- H a 4-> M O > o o u. rH CO u V Cl. in C «W 3) U a (X •J c in V •H W 5 g Irt /-^ in rt WJ rH • U U rH to •H • 3 O to Logged by GEOTECHNICAL DESCRIPTION LV Sampled by LV / 10— -/ 15 20- / y y Z ^ ^ A V -/ y y y sc FILL: Pale, olive brown, moist, medium dense clayey medium sand 1 |17/12 104.8 SPT ] 9/12 2 |l2/12 \1L 12 96.3 87.4 16.8 SC • CL Pale olive brown, moist-wet, medium dense, clayey, medium sand-sandy clay 26.4 SC- CL Green mottled olive gray, red brown, gray, wet, medium dense clayey medium sand to sandy clay 27.9 Total Depth: 17 Feet Groundwater @ 18 Feet -22- APPENDIX B LABORATORY TESTING Laboratory testing was selectively performed on representative soil samples in order to determine the relevant physical characteristics for geotechnical analysis. In-place density and moisture content determinations were made for all un- distrubed soil samples. These results are tabulated on the logs of the borings. Standard physical tests performed in accordance with standardized test procedures consisted of: Consolidation Direct Shear Gradation Maximum Density Expansion Atterberg Limits The results of these tests are tabulated and/or plotted on the attached Plates B-l through B-9. -23- CONSOLIDATION - PRESSURE CURVE PRESSURE (Kip« 0.5 1.0 ptr S()uor« Foot) 5.0 10.0 50.0 O Indicotes Sample At Field Moisture Indicates Sample After Saturation Project Uo. 550A (12/77) 00001 -24-Plate No.:. B-l CONSOLIDATION - PRESSURE CURVE 0.05 0.1 PRESSURE (Kips p«r Square Foot) 0.5 1.0 5.0 10.0 50.0 O Indicates Sample At Field Moisture 9 Indicotes Sompie After Saturation Project No 00001 -25-Plate No. B-2 CONSOLIDATION - PRESSURE CURVE 0.05 0.1 PRESSURE (Kips 0.5 1.0 per S()uars Foot) 5.0 10.0 50.0 O Indicates Sample At Field Moisture Indicotes Sample After Saturotion Project No.: IHOA (12 /771 OOO'^l Plate No.: B^l. -26- CONSOLIDATION - PRESSURE CURVE 0.05 PRESSURE (Kips 0.5 1.0 per S<juore Foot) 5.0 10.0 50.0 O Indicates Sompie At Field Moisture Indicotes Sample After Saturation Project Ho. 00001 -27-Plate No. B-4 CONSOLIDATION - PRESSURE CURVE .05 0.1 PRESSURE (Kips per Square Foot) 0.5 1.0 5.0 10.0 50.0 ... ,. ..i ). piH' B-3 @ 46' .ill • tj** "* lit-r y i..4|H) 'IT' pr .11., fc,- lirttt' il3 'tn O Indicates Sample At Field Moisture Indicates Sample After Saturation Project No. 00001 -28-Plate No. B-5 DIRECT SHEAR SUMMARY 3S00 . 3000 2900 U. 2000 CO in (A u a I- V) I 900 tr < u X VJ 1000 . 900 _ soo 1000 1500 2000 NORMAL STRESS, PSF 2900 Boring Pepth Symbol B-3 B-3 6' 0-6' O A Friction Angle ~34^ 31° —1 —1 —1 —I 1 —1 —1— —1 —1 —1 1 —1 —1 —1 1 1 1 — —1_ ——( ' —1 —1 —1 1 —1 —1 —1 1 1 — ——J—_— —1_ t 1 —1 —1 —(— 1 —1 —1 —1 — —1 —1 —1 • 1 ^ —1 1 — —1 1 y —yf^ — —1 —1 yy— — —1 —h-yx . -.. 1 y— —1 „ —(— ' H V • ... —1 ^ 1 1 1—.— ,\P i 1 —1 ^ ~ 1 1 7 ^ 1 _ 1 — yp=' —1 yy^—: ^-^M —1— S—^—' —1 —1 1 j _ /X •-—1— —1 1 1—.—_ -^y^ -U^ •-—\ —1- —1 1 —1 , —1 1 —1 "t —1 —) 1 1 1 ^ —1 —1 • \ • -1 —\— —1 1 1 -I 3S0 370 MO 5>0 340 310 320 31 0 300 2»0 2S0 2 70 ZSO 250 2 40 230 220 O 210 > r 2 00 3) 190 m lao ADI 1 70 z o 160 ISO 140 130 120 1 1 0 100 90 80 70 60 SO 40 30 20 10 0 3000 Cohesion 275 psf 140 psf Remarks Undisturbed Remolded 90% Project No. """"^ -29-Plate No. B-6 o o o QB O U.S. standard Sieves in inches - U.S. Standard Sieve Numbers — 8 16 30 50 100 Microns o o o o CO o I 0.5 0. Grain Size in Millimeters O.OI 0.005 O.OOI Graval Sand Silt or Clay Coors* 1 Fin* Coon* 1 Mtdtum 1 Fin« Silt or Clay a I Symbol Hole No Sample No. Depth or Elev. Field Moisture (%) LL (%) PI (%) Activity PI/-2U Cu °60/D|o Cc (0,0)2 OlOx D60 Percent Passing No. EOO Percent Passing 2u U.S.C.S. GRADATION TEST RESULTS MAXIMUM DENSITY TEST RESULTS SOIL TYPE OR LOCATION B-3 @ 0-6' SOIL OESCRIPTION Mixture silty, sandy clay and clayey sand OPTIMUM MOISTURE(%) 10.5 MAXIMUM PRY OENSITY(PCF) 122.5 EXPANSION INDEX TEST RESULTS SAMPLE LOCATION INITIAL COMPACTED DRY FINAL VOLUMETRIC EXPANSION EXPANSIVE MOISTURE (%) DENSITY (PCF) MOISTURE{%) SWELL(%) INDEX CLASSIFICATION B-3 @ 0-6' 10.6 107.3 22.2 6.5 65 Medium Project No: 00001 •31-Plate No: B-8 ATTERBERG LIMITS TEST RESULTS SYMBOL HOLE NO. o • B-2 B-3 60 50 i 40 c .- 30 vt a 20 10 DEPTH 15-J6'' 20-21' FIELD MOISTURE (7o) 17.7 22.0 LL (%) 37 42 PL (%) 17 19 20 23 U. S. C. S. CL CL CH • ^ MH { * OH KJ CL-ML CL-ML Z//// ///// ML a OL 10 20 30 40 50 60 70 LL (Liquid Limits), % 80 90 100 -mm-Project No. 3IIA (12/77) •32-Plate No.: B-9 BENTON ENGINEERING. INC. > APPLIED SOIL MECHANICS FOUNDATIONS • B40 RUFFIN ROAO • AN OICOO. CALIFORNIA •1111 PHILIP HENKING SENTON November21, 1979 FMK.IIXNT . CIVIL INa.NMH ' T.LtFHON. ( 71 4 ) SSS-I SBS Frederick J. Meyer, A, I.A. Architects & Associates 2348 Harcourt Drive San Diego, California 92123 Attention: Mr. Frederick Mayor Subject: FVoject No. 79-8-23A Supplemental Subsurface information fVoposed Alia Verde Condominiums Lots 6 and 7 of La Costa Greens Subdivision North of La Costo Avenue Corlsbod, California Gentlemen: This is to present the findings and recommendations resulting from drilling six additionol borings at selected locations on the subject property. The objectives of drilling six cdditlonal barings. Borings 2 to 7, Inclusive, were to obtain the subsurface soil condttions in the zone of transition near the central area of the site, so that the boundary or denraroation line of the underlying competent natural soils arKi the underlying compressible natural soils on the north portion could be more accurately established. In addition, the information obtainad from these additional borings was to be used to estimate the vertical supporting capacities of the piles that ore planned to be used to support the structures spanning over the demarcation line. Field Investigation The six additional borings. Borings 2 to 7, inclusive, were drilled, 5.5 Inches In diameter, with 0 truck-mounted rotary auger drill rig at the approximate looatioru shown on the attached Drawing No. 1, entitied "Loootion of Test Borings. " Ihe barings were drilled to depths of 40 to 65 feet below the existing ground surface. Ute soils encountered In the six additional borings and the previous boring. Boring No. 1, ore shown in detail on Drawing Nos. 2 fo 20, inclusive, each entitled "Summary Sheet." Undisturbed samples were obtained at frequent Intervals in the soils ahead of the drilling. The drop weight used for driving the sampling tube Into the soils was a steel rammer which weighs 140 pounds, and the average drop was 30 inches. Rroject No. 79-8-23A -2- November 21, 1979 FrederickJ. Meyer, A.I.A. Laboratory Tests Laboratory tests were performed on ail undisturbed samples of the soils In order to detemiine the dry density and moisture content. Shearing strengths of the on site natural soils were obtained by shearing the soils In a saturated and undrained condition under their existing overburden pressures. The results of these tests ore presented on Drowing Nos. 2 to 5,10 and 11,and 13 to 15. Consolidation tests were performed on representative samples In order to determine the food- setriement choraclwistlcs of the soils and the results of these tests are presented graphioaify on Drawing Nos. 21 and 22, each entitled 'Consolidation Curves. " Conclusions It is concluded from the results of field explorations and laboratory tests that: 1. Soft to medium firm soils, that hove In-place dry density iess than 104 pounds per cubic fo(^, were found In the upper 5.5 feet, 2.5 feet, 2.2 feet, 2.5 feet, 1.5 feet, 3.5 feet and 2.5 feet, respectively of Borings 1 to 7, Inclusive. The loose or soft to medium firm existing fills at the site are considered unsuitable for the support of future building foundations and new compacted fills under present condition. Wherever new compacted fills and buildings are to l>e cortstructed, these undesirable upper fiil soils shouid be completely removed to a horizontal distance equal to 5 feet plus the depth of removal beyorxl the perimeter footings of the building ond/or the daylight line of the new fill soils. Subsequent to the overexcavation, clean excavated on site soils augmented by select non-expansive fill Import soils shouid be placed and be uniformly compacted, urxier continuous engineering inspection ond testing, to at least 90 percent of the nKiximum dry density in accordance with the A. S. T. M. D1557-70 method of compaction. This method of compaction requires the use of 25 blows of a 10 pound rammer foiling from a height of 18 Inches on each of 5 layers In o 4-inch diameter, 1/30 cubic foot compaction mold. Only select non-exponslve or slightly expansive soils, such as silty sand, slightly clayey sand or other sandy soiis may be placed In the upper 3.0 feet below final grourxi surface for compaction.* 2. Based on the firxlings in additional tsorings and laboratory tests, tbe line of demarcation as defined on page 5 of our October 2, 1979 report, has been relocated as shown on the attached Drawing |sb. 1. Where proposed buildings are to span over the line of demarcation without provision for structural separation, it is considered feasible to provide pile foundation support for that portion of each structure immediately north of the demarcation line, so that potential adverse differential settlements within that buliding oon be minimized. ITte plies would serve to distribute the uf^ier structural toads by sheorir^g resistance into the deeper, firm natural soils in contact with the perimeter surface of the piles. The aiiowabie vertical supporting oapocities of a 12-inch square conaete pile or a 12-inch wide steel H-pile ore pre- sented on the attached Drawing No. A. The allowable vertloai supporting capacities of the plies are based on the minimum shearing resistance of the deeper and iess compressible natural soils times the surface area of the pile In contact with these soils divided by a factor of safety of 2. If other types of pile ore to he used, their supporting capacities may be derived by applying 0 correction based on a direct proportion of the values shown on Drawing No. A in accordance with the respective perimeter surface areas of the plies. Hie safe uplift * It should be nofed, fhot wherever exponslve sandy day , silly day or day type soils exist In the upper 3 feet beiow finished grade, as determined during field inspection, these should be removed and should be replaced with non-exponsive compacted fill soils. IVoject No. 79-8-23A -3- November 21, 1979 FrederickJ. Meyer, A. I.A. resistance,of each pile may be assumed to be one-half of the downward supporting capacity. In order to minimize adverse effects of. possible downdrgg foroes caused by .the settlement of the compressible soil layers on the upper portion of the driven piles, it is recommended that a 24-inch diameter hole be pre-drilled to Elevation -10.0 feet for piles to be driven in the vicinity of Boring 4 area ar>d to Elevation -15.0 feet in the vicinity of Borings 2 and 7. After pre-drilling, o (cardboard) sonotube should be installed. Piles shouid then be driven to the design tip elevations. Loose fine sard may then be poured between the sonotui>es arxl the driven piles. It is recommended that the driven vertical piles should not be relied on for lateral support. Any lateral forces should be resisted by grade beams that ore designed to transmit the loads to continuous footir^s located 10 feet or more southerly of the demarcation line. The suggested soil parameters to estimate the lateral resistance ore as follows: Grade beams and continuous footings located perpendicular to the direction of lateral force: An equivalent fluid density of 200 pounds per cubic foot may be assumed to estimate the passive resistance of soils in contact with the side faces of the grade becsns and continuous footings. In order to provide an adequate lateral support for the future foundation systems, it is recommended that the grade beams and/or footings be embedded at least 2 feet below the undisturbed final ground surface. If these ore reinforced to tie in with concrete slobs and/or footings resting on compacted fill without structural support provided by driven piles and located more than 10 feet south of the demarcation line, a friction factor of 0.4 may be assumed to estimate the sliding resistance of the soils. It is concluded from the load-consolidation test data that the northern portion of the subject property is still undergoing settlement since placement of existing fills in 1969, and it is anticipated that some protrusions of grade beams and pile oaps or piles will occur as tho soils settle relative to the driven piles. The magnitudes of differential settiement will thus depend on the thicknesses of the compressible soil strata that increase in thickness northerly of the demarcation line. 3. In occondonce with the request mode by the FVoject Structural Engineer, Mr. Abe Salomeh of Coneer Engineering of Son Diego, California, we hove re-evoluoted the bearing value of soils as shown on page 4 of our original soils investigation report doted October 2, 1979 for the subject project. As a result of Hie re-evoluotion, it is our opinion that the originally recommended bearing value of 1,000 pounds per square foot, as described on page 4 of the October 2, 1979 report, may be Increased to 1,5(X) pounds per square foot if the soft to medium firm existing fills in the upper portion of the site ore all removed and recompacted to at least 90 percent of the maximum dry density in accordance with the procedures described urxier Section 1 on page 2 of the 'Conclusions" of this report. BENTON ENCINEERINS. INC. fVoject No. 79-&-23A FrederickJ. Meyer, A.I.A. -4-November 21, 1979 Respectfully sul>mitted, BENTON ENGINEERING, INC. S. H. Shu, Civil Cngineer RCE No. 19913 Reviewed b miirp H. Benton, Civil Engineer RCE No. 10332 Distribution :(3) Addressee (1) Coneer Engineering, Attention: Mr. Abe Salomeh SHS/PHB/c BENTON ENGINEERING. INC. Ul Ul III Q HIB II .ii SUMMARY SHEET BORINQ NO. 1 ELEVATION 22.0' (*) > il 4i B>|J si Ssc •o c o O « •E o > o IU z 1- 2 3- 4- 5- 6- 7 8 9 lOi 11 12 13H 14- 15 © ® ® ® Light Brown to Light Gray Brown, Dry, Loose to Medium Compact, Some Asphaltic Concrete Fragments Light Brown and Gray Brown, Moist, Firm to Very Firm SILTY FINE TO MEDIUM SAND 7.7 4.5 100.2 0.61 12.6 12.3 118.4 4.28 FINE TO MEDIUM SANDY CLAY 12.3 18.1 103.4 1.16 Lenses of Dark Gray Fine Sandy Cloy With Scattered Organic Material Continued On Drawing No. 3 (A) Indicates Undisturbed Drive Soil Sample rn Indicates Loose Bog Sample Indicates Sample Not Recovered 10.2 17.6 110.6 2.32 Elevations were Obtained From 1" = 10' Scale Grading Plan prepared by R & R Engineering Co., and signed by Alien D. Ring Fill PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 2 IU itf o 44- UIK Zi\ Si SUMMARY SHEET BORING NO. 1 (Cont.) > Sti n Wp.' 1^ sl IS ill E o •D C o O « "S > 16- 17- 18- 19" 2Cr 2r 2r 23- 24- 25r 26- 2T 28- 29- 30- 3T- 32- 33- 34- 35- © ® © ® Light Brown and Gray Brown, Moist, Firm to Very Firm Dork Gray, Saturated, Medium Firm Light Gray and Olive Gray, Mottled, Saturated, Medium Firm Merges Light Gray ond Light Olive Groy, Mottled, Medium Firm, Pockets and Lenses of Clayey Fine Sand Dork Gray and Groy FINE TO MEDIUM SANDY CLAY 7.0C 24.8 98.3 1.56 FINE SANDY CLAY CLAYEY FINE SAND 4.9 FINE SANDY CLAY 3.9 4.2 19.5 104.2 1.32 17.6 103.7 1.16 21.3 106.2 2.41 Continued On Drawing No. 4 Fill PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 3 z Ul o •34- uiae 11 SUMMARY SHEET BORiNG NO. 1 (Con t.) OS* IS HI < 36H 37" 38- 39 40i 41 42- 43- 44 45- 46- 47- 48- 49- 50- 51- 52- 5T 54- 55- ® ® Q Dark Gray and Gray, Sofuroted, Medium Firm Dark Blue Gray and Dork Olive Gray, Mottled, Soturoted, A/tedium Firm to Firm Firm to Very Firm Very Rrm FINE SANDY CLAY 5.3 25.1 99.7 1.11 6.3 23.9 100.9 0.37 8.8 22.9 101.5 1.77 10.5 27.0 97.8 2.23 Continued On Drawing No, 5 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 4 HI HI IL Ul o HIB ='ui Jj SUMMARY SHEET BORING NO. 1 (Cont.) >• Si U HlH 1,' sl ip BX g 3 « > < z < z 56H 57 58- 59- 60- 6H 62- 63- 64- -6^ Light Blue Gray and Dork Gray Brown, Marbled, Saturated, Very Flmi Olive Groy and Gray, Saturated, Very Firm, Small Amounts of Claystone and Siltstone Fragments Gray Brown, Saturated, Very Compact FINE SANDY CLAY 12.3 24.7 100.9 3.23 SILTY CLAY GRAVELLY FINE TO COARSE SAND 9.1 24.8 98.9 3.16 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 5 HI Ul Ul o UIB -lUI 11 SUMMARY SHEET BORING NO. 2 tLEVATtON 29.3' Si n ^i m ii! BX HI < z 5 1 - 2- 3- 4- 5 6 7 8 9- 10- 11 12 13 14 15 16 17 18 19 20 Light Brown, Dry, Moist Below 1.0', Soft to /Vtedium Firm Gray Brown, Moist to Very Moist, Medium Firm Gray Brown with Rusty Streaks, Very Moist, Medium Firm ® Gray Brown With Rusty Streaks, Very Moist, Medium Firm il Thin Layer of Gray Brown Silty Cloy at 12' Gray Brown with Rusty Streaks, Medium Firm Gray Brown, Very Moist, /vtedium Firm iThin Layer of Gray Brown Silty Cloy at 15,8' Gray Brown, Very Moist Brown-Green-Gray with Rusty Streaks, Very Moiii, Medium Firm ® FINE TO MEDIUM SANDY CLAY 7.4 13.0 103.3 7.4 13.1 108.5 SILTY FINE TO MEDIUM SAND 6.7 19.1 no.l 4.6 20.3 104.8 FINE SANDY CLAY 6.0 17.6 110.4 FINE SANDY CLAY Old Topsoil, Dark Brown, Very Moist, Firm, Rootlets, Organic Matter Continued On Drawing No. 7 Fill 10.2 16.2 111.5 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 6 Ul Ul IL — X HI o .20- UIB -i Ui SUMMARY SHEET BORING NO. 2 (Cont.) St ii V sis i.iit ii I! < z 5 21- 22- 23- 24 25- 26- 27 28-| 29 30 31- 32- 33- 34- 35- 36- 37- 38- 39 40-1 ® © ® Old Topsoil, Dark Brown, Very | Moist, Firm, Rootlets, Organic A^tter, White Streaks Below 20' Medium Firm Brown Dork Brown, Very Moist, Soft Lenses of Clayey Fine Sand and Organic A/Votter Lense of I5ark Gray Brown Soils ot 37.0' FINE SANDY CLAY Continued On Drawing No. 8 5.3 21.9 104.4 4.2 24.2 99.0 4.2 25.2 97.5 3.9 31.9 90.9 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 7 Ul ttt z HI o •4^ ,s|i SUMMARY SHEET BORING NO. 2 (Cont.) Si: n H.Q" sl i! HI. • BX 41- 42- 43- 44- Gray Brown, Very Moist, Alodium Rrm, Some Organic Matter, Firm Below 44', Small Amount of Ground Water at Bottom of the Hole FINE SANDY CLAY 8.8 24.5 100.9 •o c o U o •E V > Ul 1 < PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 8 £ Ul o JX. T •SI SUMMARY SHEET BORING NO. 3 tLEVATION 29.9' >• il si ZSO it sl IS i! BX < Z Light Brown, Dry, Loose 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11 12- 13- 14- 15 16- 17- 18 19 20-1 Gray Brown, Moist, A/tedlum Firni Clayey ® Gray-Green, Mottled, Moist, Firm Brown, Very Moh\, Firm ® Gray Green, AAoist, Firm Dark Gray Brown, Moist, Firm, Organic Rootlets FINE SANDY CLAY 4.6 14.4 107.9 SILTY FINE TO MEDIUM SAND 12. 18.3 108.4 Fi 13.0 20.6 105.6 FINE SANDY CLAY SILTY CLAY 9.1 15.1 111.4 FINE SANDY CLAY Continued On Drawing No. 10 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 9 »- HI Ul IL z HIB Z O Sil SUMMARY SHEET BORING WO. 3 (Cont.) > Sf MB St WSB ILQO int sl I! IS KX I < z ® Dark Gray Brown, Moist, Medium Firm, Organic Rootlets at iWater' Saturated © ® ® White Streaks Brown with White Streaks, Older Formation, Saturated, A^dium Firm Green-Brown, AAsttled, Rusty Streaks, Saturated, AAedium Firm FINE SANDY CLAY 6.7 21.7 104.8 1.06 5.6 20.2 106.2 1.26 6.3 23.0 104.d 1.62 4.9 27.0 97.3 1.08 Continued On Drawing No. 11 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 10 HI Ul IL z Ul o -4^ Ull Sii SUMMARY SHEET BORING NO. 3 Cont. ) Si U ti S^ ii sl ii i! KX 41-1 42- 43- 44- 45-1 ® G ray-G reen- Brown, Mottl ed Saturated, Medium Firm Yellow Brown,Saturated, Allium Firm FINE SANDY CLAY 5.6 24.2 101.0 2.15 CLAYEY FINE TO MEDIUM SAND 4.9 24.3 101.3 3.64 1 •E 2 HI z 5 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 11 z 1:' WE Ul 11 Z o Ji S±| SUMMARY SHEET BORING NO. 4 ILEVATION 19.9 I Ego i.x 1,' sl iic BX E 3 1 u < Ul Z < z 1- 2- 3- 4- 5- 6. 7- 8' 9- 10- 11- 12" 13- 14- 15- 16- 17- 18- 19 20-i Light Brown,Dry and Loose in Upper 1.0 Foot,Moist and Allium Firm Below Gray Green,AAoist,Firm Layer of Clayey Fine to A^ium Sand at 6' Dark Brown,SI ightly AAottled, Very Moist, Medium Firm, Organic, Rootlets Gray Brown with White and Rusty Streaks,Very Moist, Medium Firm Lenses of Clayey Fine to Medium Sand,Lenses of Rusty Brown Streaks,Hole Squeezed FINE SANDY CLAY 8.8 14.0 104.5 Fil 8.8 16.1 112.8 SILTY CLAY 8.8 17.8 108.1 FINE SANDY CLAY 4.9 4.9 21.6 21.5 104.6 104.8 2.8 26.0 97.2 Water Saturated, Soft Continued on Drawing No. 13 PROJECT NO. 79-&-23A BENTON ENGINEERING, INC. DRAWING NO. 12 w •29- UIB -J Ul li s|f SUMMARY SHEET BORING NO. 4 (Cont.) > Si: ws ZSO sl ii w. li BX 1 o 9 < 21 22-1 23 24-1 25 26- 27- 28- 29 30- 31- 32- 33- 34- 35- 36- 37- 38- 39- ® ® © Gray Brown with White and Rusty Streaks, Saturated, Soft Antedium Firm Dark Brown,Saturated,Medium Firm, Organic, Rootlets Brown,Saturated,AiAedlum Firm Lig ht Gray, Saturated, AAedium Finr FINE SANDY . CLAY 2.8 24.6 101.4 4.6 21.9 104.8 1.23 5.6 21.7 106.2 1.76 3.5 23.3 103.1 1.43 5 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 13 w Ul IL z Ul O -8- Ujs 5!iS s|i SUMMARY SHEET BORING NO._^ 5 ELEVATION 27.2 > Sl: ws ^i S' WK si! WSB ILQO li sl w. • BX Ul Z < Z s 1 2 3- 4- 5 6-1 7 8- 9- 10 11-1 12 13- 14_ 15 16- 17- 18- 19- 20- 1 © Light Brown,Moist,Soft Brown and Green, Moist, Mad'wjm Firm,Mixed withCloyey Fine Sand, Frc^ments of Slit- stone and Claystone Brown and Green, Moist, A/\ed!um Firm Dark Brown,Moist,Allium Firm,Rootlets ,Organic White Streaks Brown,Moist,Medium Firm,White and Rusty Streaks 6.7 15.3 107.1 FINE SANDY CLAY 7.0 15.3 103.2 7.0 17.3 110.7 CLAYEY FINE TO MEDIUM SAND 7.7 15.4 113.6 FINE SANDY CLAY 6.0 6.0 19.81104.8 19.8|i06.5 1.61 Continued on Drawing No. 15 Fill PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 14 Ul Ul X 20- 21 i 22 23 -I 24 25 26 - 27 - 28 - 29 30 - 31 - 32 33 - 34- 35 36 37 - 38 - 39 - 46- .3g IM SUMMARY SHEET BORING NO. 5 Cont. ) > il o3* ILQO 9H! il i! tii 'il BX E 3 I u •E < 0 ® Brown,Moist,Medium Firm, White and Rusty Streaks With Brown Rusty Streaks FINE SANDY CLAY 4.9 24.3 100.6 0.68 3.9 23.4 103.3 1.14 6.3 22.6 04.1 0.87 23,71101.1 Ul Z < Z PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 15 w Ul IL "... X fc- Ul Q Ul fC -I w 8*0 SUMMARY SHEET BORING NO. 6 tLEVATION 32.0 > K|L r WH o§» ILOO s? BX u ffi T < 1 < z 8 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16 17-1 18 19- 20- © © © © Light Brown,Moist,Soft to Allium Firm Light Gray, Moist, Medium Firm Brown,Gray Brown and Green, Rusty Streaks, AAoIst,Firm Few Lenses of Silty Fine Sand, AAottled with Clayey Fine Sand Soft Medium Firm Thin Lenses of Gray-Green Silty Cloy FINE SANDY CLAY CLAYEY FINE TO MEDIUM SAND 6.0 10.2 MIXTURE OF CUYEY FINE SAND AND FINE SANDY CLAY 3.9 7.0 4.9 4.9 Continued on Drawing No. 17 10.4 103.9 14.4 113.8 14.7 17.1 19.5 18.6 98.9 111.8 107.2 106.8 11 PROJECT NO. 79-8-23A BENTON ENGINEERING. INC. DRAWING NO. 16 *- Ul Ul IL X t ' w O 21- 22- 23- 24- 25 26- 27- 28- 29 30 31- 32- 33- 34^ 35- 36- 37- 38- 39- 40- UIK -lui ii "z z o .s^i SUMMARY SHEET BORING NO. 6 Cont. ) SIL WK sl! wgB IL QO iyt sl s5 Ul. • m BX Z < © ® Brown,Gray Brown ard Green, Rusty Streaks, Moist, Firm Dork Brown,Wiite Streaks,A4oist, Allium Firm,Rootlets,Organic Brown with White Streaks Brown with Some Grayish Rusty Streaks Thin Ljenses of Clayey Fine Sand and Fine Sandy Cloy Mixture Gray Green,With Rusty Streaks, AAoist,FIrm Saturated MIXTURE OF CLAYEY FINE SAND AND FINE SANDY CLAY Fill 7.0 22.5 103.8 FINE SANDY CLAY 4.9 4.9 27.4 25.7 96.7 98. C 5.3 21.5 102. (i SILTY CUY 10.5 24.0 102.1 Continued on Drawing No. 18 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 17 »-w Ul IL •40- 41- 42- 43 44-1 A& WK -< W 11 Js SUMMARY SHEET BORING NO. 6 Cont.) > U it H WkT ILQO fat 1^ Ssi BX Gray Green With Rusty Streaks, Saturated, Firm SILTY CUY 9.1 25.0 llOl.l E 3 1 u o "E £ < z < PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 18 W Ul IL —. X, t Ul O UIB SUMMARY SHEET BORING NO. 7 ELEVATION 30.9 > Wk. Zgo iic 1^ si; ii ill BX 1 U c < s Light Brown,Moist,Soft 1- 2- 3- 4- 5- 6. 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20- © Grayish White, Ateist,Firm ® ® ® Dark Brown-Green Rusty Streaks, Moist,Medium Firm Lenses of Silty Fine Sand Mixed With Fine Sandy Cloy Brown,Greenish Gray Firm FINE SANDY CUY SILTY FINE TO MEDIUM SAND 8.8 12.3 111.8 6.3 18.7 107.9 MIXTURE OF FINE SANDY CUY AND CUYEY FINE SAND 4.9 15.5 109.2 Fill 7.4 20.9 106.0 8.8 16.9 110.8 Continued on Drawing No. 20 PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 19 Ul Ul X •80- UIK SUMMARY SHEET BORING NO. 7 Cont.) Dork Browr>-Green,A^ist,Firm, Few Lenses of Silty Fine Sand > Si U It o WW o§^ IL QO 1"= S^ in. • BX "§ u « •E < < z 21 22 23- 24-1 25 26- 27- 28 29- 30- 31- 32 33- 34- 35- 36- 37- 38- 39- -40- ® Dork Groy Brown, Some Rusty Str eaks,Rootlets,Organic, Moist,Flrm Brown-Gray,Rusty Streaks, A(tei$t,FIrm,Less Organic ® Soft ® ^Voteii: Saturated, RootI ets, Soft MIXTURE OF FINE SANDY CUY AND CUYEY FINE SAND Fill 8.1 19.0 107.2 FINE SANDY CUY 7.0 25.6 101.0 2.8 23.6 101.8 3.2 I 29.5194.3 1 — PROJECT NO. 79-8-23A BENTON ENGINEERING, INC. DRAWING NO. 20 CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.6 0.8 I 2 4 . E 3 1 o (D "E 2 < Ul < Z m o tn tn UJ z o a < tn o UJ 0. z o o _l o z o O INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE • INDICATES PERCENT CONSOLIDATION AFTER SATURATION PROJECT NO. 79-8-23A BENTON ENGINEERING INC. DRAWING NO. 21 CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.6 OA I 2 1 U « £ < Ul S < z a o tn tn UJ z o a. < z UJ o ir UJ a 4 o o (A O O O INDICATES PERCENT CONSOLIDATION AT FIELD MOISTURE # INDICATES PERCENT CONSOLIDATION AFTER SATURATION PROJECT NO. 79-8-23A BENTON ENGINEERING INC. DRAWING NO. 22 1 » Eiev. +10 ALLOWABLE VERTICAL SUPPORTING CAPACITY OF A 12-INCH SQUARE CONCRETE PILE OR STEEL H-PILE (F.S. =2) 0 30 60 90 120 150 Elev. 0 Elev. -10 Elev. -20 Elev. -30 Elev. -40 Elev. -50 180 - ... i ^ s \ \ - - For Piles Near -7' Ba rlni 'ea \ z - - >« « — For Piles Near -B or ing s 2 & 7 Area _ —. PROJECT NO 79-&-23A BENTON ENGINEERING, INC DRAWING NO A PROJECT DATA SUMMAR Form 1 2.4 QuHT ao^M7% proiact SITE INFOMIATION HMting OlirM Day (from AppwMtix Cl -—. . HOO OutaMt OMifii TwMpwMur* (from A9pm«dlx C or AnfMndix Gl ~.. Tow PROPOSED BUILDING fNVf bOPi IMFORMATION J^^BiiPf ^^09/^ 4J IUSMH^UHI Ifc'OiBI OSldiitilAiOVM) ••»•«•»•»••••••••••••••••••••••••••••••••••• OiowMMAnalf Nitfi-RIM (llomCiriaulMioiwI A^ iMiiii ANS (frem CWcuWtKMw) A, I aiMtai AM* (tM of Liiw 3 if lew-riw or 4m of LiM 4 if high-riMl. A^ 3 7^, Dwcrtolton of AMomMy GlOliqg CfMlf/Roof Pleor PHQKMED VAff HiATIMQ SYfTEM (Cttapwr 7) MitWiof Onien Heyrly Hw Low (from Porm 21 .... MoKiMHim AHowa< Bowmt Qipoeltv. 1A M UM IB. "•1 "•a Uca UM 7 . 8 . 8. 10 n . 12 . 13 . 14 . 18 . 16 17 . XJLCL Sin o.o<v °F.d«v <»F fl2 h2 It* tt2 Blu/ (hr.il 2 Btu/ lhr.(|2 Btu/ |hi.l|2 Btu/ <hi.l|] Btu/ |hr.i|2 Blu/ (hr.fti Btu/ Ihr*ft2 Btu/ (hr.t|2 Btu/ (hr.f|2 Btu/ Ihr.ftI Blu/ (hr.(|2 18 ^4 nn 18 gl i 26rU— Btu/hr Btu/hr MoM Dmrlpilen RoMd •oitnM Capactty. t4 Lifa Cvda Co« (from Form tl > ,LCC. LMa CyataOaal of ttM Othar awMMtfram Form 81 gLCC •amy «i/flaairla ttaMBHaatMli-Up of Amiyal Haot COM Mat by NBO Qaplaiabia f naiBy Seuraa (from Calculotiooal IMalaNoa SonMaaa 20 _ 21 _ $ 8 Parcantagt of Annuai Haat LOM Mat by Elactric Raii«tanoe (from Calcutational Cfjyy CARLSBAD Building Department PROPOSED WATER HEATING SYSTEM INFORMATION (Chaptar 8) Elaciric Ratiatanaa Lifa Cyda Coit (from Form •) ^LCC, Lawaai Lifa Cyda Coat of ttw OtbartMMM(*M» Form tl M,LCC PROPOSED 8MIMMING FOOL HEATINQ SVtTiM WPORMATION (i Solar LMaCyatafaMt (from Form 71 I to LNa Ovolo fSoil (from Form 71 MERRIES ASSOCMTf f M«:hanical Enginoarins fbiwtl»Att 3344 Fourth Avonuo San Diago, Califomia 9210S (714)293^7911/2 HOURLY AND ANNUAL BUILOING HEAT LOSS RATE Form 2 project system type document at ion author checked by date date HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Condition* Other Than the FollowinB 70°F - ___2?£L_°F = AT„i TQW *">m Form 1 For Intulated Floor Over Vented Unheated Space Line 1 -r 2 . . = ATy„2 For Uninsulated Floor Over Vented Unheated Space Line 2 - 5°F . . = ATVKJ CONDUCTIVE HEAT LOSS ,,, ^ , U Irom Form Framing Area, tt2 or 1, or (\lrom Factor from Oesciiption of Assembly Length, tt Tabla 4-1 Table 3-6 °F Irom dtiuve Ghuing Wall Btu/hr Q.Q"l xZdb- . 2)2,' Cwling/floof Floor Othar OOH— . n.fr^ » \ iQ& Subtotal 4 INFLITRATION (Enter 0 on Line & if there n positive ventilation) 'hAC^{ 1,2 X ^ h X Q.QIEL, Gross Floor Area Weianted I from Tabl«3-7 Weiah Average Calling Helgnt I b VENTILATION (Enter 0 on Line 6 if there Is no positive ventilation) Ventilation Rate from Calculations .ft^/min X ATjy from Line J DUCT HEAT LOSS (Enter 0 onLineg if there are no ducts) 'F X 1 oe :iubtoiai 0 15 X Line 7 TOTAL (Line 7+8) 2P{},G%. Btu/hr . Blu/hi ^4 Vll B,. hr ANNUAL HEAT LOSS "i^irT- °F.day/yr x 111 Btu/hr x J.O x 24 hr/day HDD from Appendix C Hourly Heat LOSS C from from Line 9 Table 3-8 AT~fr Qf, 1 (jS^.QO^ Al'b Btu/yr .°F ^ from Line 1 PROJECT DATA SUMMAR Form 1 2.4 0\J\T CXM3D^^ oroiact system typa documantation author SITE INFORMATION Haotinfl Oagraa Day (from Appandix C) -— OtatMa Oatign Tampaiwiao (from Appandin C or Appandix Gl. HOO Tow PROPOSED BUILDING f NVELOPf INFORMATION toai Pfaof A»B> * Laaa-maa (fcpm CalaufatloiM) .^..1. A| OroaaWaMAraaif Mgb-RlM (fromCatauMiom) A^, I OlatioB Araa (from Calculationt) A, I QHMirn Araa (M« of Lina 3 if lew^iaa or 40% of Lina 4 if bigh-riaaL A^ OaaaripMon of Aiaamoiy Cbwiaf Mali PaMI—<flrmf Floor PROPOSED »AH MMTmO tVirili (Chaptar 7) •uiWiaa Oafipn Hourly Haai Lo«i (from Farm 21 .... •iCiKimum Albnoaa •onwai Cbpoaitv, t A a Liaa IS. Fropoaacl Furaaoa u.i u.« Uwl Uwa Uwa Uw4 Ud Uca Ull Ufa lh Modal Qatarjption..^ Ratad Bonnoi Capacity. •iaairfc Ratittanea Lifa Cyda Coet (from Form Bl~ s^CCe Loteatt Lift Cyda Oott of tha Othar fvMMM Ifrom Form 81 ,LCC Mao Daplawbia loarfy Wtlaatria tiaaialaoaa tofi4Jp Farwawtaaa of AntHial Haat laai Mot by Naw Oaplttifila f naiay Sourca (from Calculationa) .— — I tlaaiOMMa loaaiNtMMarv Farcantaga of Annuai Haat Lost Mot by Elactric Raiittanoa (from CalcuiatiorM) » PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) 3. 4 . 6 6 . 7 . 8 . 8. 10. 11 . 13 . 13. 14. 16. 16 . 17 . •^MPop 3*^1 .e> \AO 0.04- 18 i?2.2P^e7 to 'b'^ ^ ft2 ft2 ft? »t2 Blu/ (hi.»|I.''F) Btu/ (hr.t|2.°FI Btu/ (hftl'.^FI Blu/ (hr.ft2.°FI Btu/ Ihr.lil.OF) Btu/ (hr.ft»."»FI Btu/ (hr.ft^.'fl Btu/ (hr-ft^.^FI Btu/ (hr.h'.'FI Btu/ (hr.ft2.°FI Btu/ (hr.ftJ.°FI Btu/hr Btu/hr 20 21 22 23 Elactric Raaiatanoa Lifa Cyda Coat (from Form fl w>-CCa 24 Lowat* Lifa Cyda Co« of tbaOtbartvuaaw (frem Form 61 wl-CCtaMO 26 PROPOSED MflMMING POOL HEATING SVtTEM INFORMATION (Chaptar 9) Lifa CyataOaat (from Form 71 to LNb Cvata Oott (from Form 7) pLCC, pLCC^ 26 27 . % $ •HOURLY AND ANNUAL BUILDINQ HEAT LOSS RATE Form 2 r J2. ^ OKJHT protect c:/cA^,'fH<=^fet> fi^_-.A/^ system type - .X^Ai jOOa^i&i^^ li/2C/ia_ documenlation author t lu'i kPll hv date DESIGN TEMPERATURE DIFFERENCE 1^01 All Conditions Other Than tha FoHowrina HOURLY HEAT LOSS ^O^F - . . °F -- TQ^ from Form 1 For Insulatad Floor Over Vented Unhaatad Space Lme 1 -f 2 . For Uninsulated Floor Ovar Vantad Unhealed Space Line 2 - &°F . ATy„2 A"! 32. "F "F CONDUCTIVE HEAT LOSS Description ot Assembly UlaiiiHt Wall Area, »t2 or Length, (t U Irom Forni 1, or F| trom Table 4-1 _.LiQ_ F ramifi«j \ aclor Ironi Table j-t> i2^22_ -CJCL^" .:PZX&. ll (HII tiLiiiWi' \20O2? Huwiii X X Caiiina/ftool Floor Othor xlnTOfc^ X \,Q£> " IC* ^ Zi bubioiai Biu/i" INFLITRATION (Enter 0 on Line 6 if thara 11 positive ventilation) Uross Floor Area .t2 X Waig'hted {from Table3-7 iiom Average i i„c 1 Ceiling Flalght \0'b \ I VENTILATION (Enter 0 on Line 6 if thera is no positive ventilation) Ventilation Rate from Calculations .ft^/min x AT^ from Line OF X I 08 = OUCl HEAT LOSS lEmw 0 on Lme B if thara ara no ducts) 0 IS X L ine / TOTAL (LiOf/tB) L4„ \) -'2?'Z'2.'2?^ HI., tu ANNUAL HEAT LOSS F-day/yr x Stu/hr X L . M HUD Irom Appendix C Hourly Heal Loss C Iron fro- • - ' X 1^4 iw day frgrALInaj - Table 3-8 jj,, 10 *=^^©l^22-B.u.yr AT^ frorr Une 1 PROJECT DATA SUMMARY Form 1 project system type documentation author Checked by SITE INFORMATION Heatins Oegrae Day (from Appendix C) HOD Outsida Design Tamparatura (from Appendix C or Appendix G) Tg^r PROPOSED BUILDING ENVELOPE INFORMATION Groas Floor Araa If Loor-Riaa (from Caiculattons) Af Groa WaM Araa if High-Rita (from Calculations) A^ Oatianad QIacina Araa Ifrom Caiculationsl A, Batic QIaaina Araa (10% of Lina 3 if low-rite or 40% of Line 4 if high-rise). AtM Description of Assambly Glazing Ugi Uga _ U,3 Wall . u^i .. • - U^3 U^4 Cailinf/Roof Uc2 Floor Ufl Uf2 PROPOSED SPACE HEATING SYSTEM (Chapter 7| 3. 4 . 5 . 6 . \.IP 10,- 0.OT 11 . 12 13 . 14. 15 . 16 . 17 . Q.Q4 O.QG' Bgiiding Dasian Hourly Haat Lou (from Form 2) 18 '^(<r\ Q 1 Maximum AlltWMd Bonnat (Opacity, 1.6 K Lina 18 io I I Froposad Furnaca Maka f^T^ Model Oeacription *ZP^ yZZ Rated Bonnet Capacity Electric Resistance Life CycIa Cost (from Form 6) s^CC, 20 Lowest Lifa Cvda Cost of tha Othar Systamt (from Form 6) ,LCC K^MO 21 Non-Oaptotabla Enargy w/Elaatric Raaittawaa Sadi-Up Percentage of Annual Haat Loas Mat by Non-OaplatabIa Energy Sourca (from Caiculationsl 22 Haat Pump with Elactrie Ratittanea Supplamantary ffaat Percentage of Annual Heat Loss Met by Electric Resistance (from Calculationt) 23 ; PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) Elaatric Ratittanea Alona Elactric Resistance Lifa CycIa Cost (from Form 6) v»LCC, 24 Lowest Life Cyda Cott of tha Othar Syttoms (from Form 6) W^^^^IOWBI 25 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Solar Lifa Cycle Cott (from Form 7) pLCC, 26 Natural Gat Lifa Cycle Cott (from Form 7) „ pLCCn, 27 ft2 ft2 ftZ ft2 Btu/ (hr.ft2.°F) Btu/ (hr.tt2.°F) Btu/ (hr.ftJ.''F) Btu/ (hr-ftJ-^F) Btu/ (hr.ft2.''F) Btu/ (hr.ftl.°F) Btu/ (hr.ft2.°F) Btu/ (hr.ft2.°F) Btu/ (hr.ft2.°F) Btu/ (hr.ftJ.°F) Btu/ (hr.ft2.°F) Btu/hr Btu/hr HOURLY AND ANNUAL BUiLDING HEAT LOSS RATE Form 2 r cz*4 JLlbrLr CJSXX^SG pruiecl system type T^Ar\ oocuinentation author \\i27Qiy\ • I.e. Keil Uv HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Conditions Other Than the Following 70"F - ~t>^ "F - ^ow frPm Form 1 For Insulatad Floor Ovar Vented Unhaatad Spaca Lme 1-2 Fur Uninsuiatad Floor Ovar Vented Unhealed Space Line 2 ~ S°F . AT^.. 32. "I "F "I- CONDUCTIVE HEAT LOSS Descnplion ot Assembly (il«.iing _ . Mail U lioni Furm Fcartiinij Araa, 11^ ur 1, or t-,from Factor trom Lengih, ft Table 4-1 Tabiv 4 b Cetiing/fiaef Flow Other *lg?c7 X o.fr^ AS>0 x_XLi3i£t 1.. Al w II..III aUt>./i 2)2- a&'v o i,u, \ iQ^ .-3^ • L'bTZ^ ijubiuiai INFLITRATION Iknter 0 on Line 5 if there is positive ventilation) 1.2 ^ Uross Fluor Area ft x jCtS^\22 . ^'2. Weighted I from Tatiie3'/ &T^ii..in I im: 1 . lOlg'^' Average Ceiling Fietgni VENTILATION (Enter 0 on Line 6 if there is no positive ventilation) Vientiiatlon Rale from Calculations .ft'/min x AT^ from Lme 1 >F X 106 .blijl 1 / DUCT H£AT LOSS (Enter 0 uiiLntuti il there are no ducts) 0 lb « I .<•>' / - ^4Q1 TOTAL (L.ii.:/nsi M„ li \ '2- 1 - HI ANNUAL HEAT LOSS F.day/yr x - Btu/hr X X .!4 ri, >D from Appendix C Hourly Haat Loss C Irom HDD I (IdV from Line • Tabic 3-a ^ from una 1 PROJECT DA IA i»uMMAR Form 1 2.4 OkHT OOi^faO^^ proiect (<gA^ FiOgiT) KTCA system type documentation author cnecked by ft2 h2 ft^ ft2 Blu/ (hi • It 2 °F Btu/ (hr. It:: '^F Btu/ (hr. ftJ "F Btu/ (hi. f|2 "F Btu/ (hr. 111 "F Btu/ (hr. ftJ °F Btu/ (hr. hJ °F Btu/ (hr. fti °F Btu/ (hr. ft> "F Btu/ (hr-ftJ .°F Btu/ (hr. ft 2 °F SITE INFORMATION Fiaating Daaraa Day (from Appendix C) HDD 1 —!2.Q ^ Outside Design Tamparatura Ifrom Appendix C or Appandix G) T^^ 2_ PROPOSED BUILDING ENVELOPE INFORMATION Groat Floor Araa if Lotr-Riae Ifrom Caiculationsl Af 3 ^ C?.Q C? Orott MWt Araa if Hiah-Riaa (from Calculations) A„ 4 — Oaaignad Qtaiiog Area (from Calculations) A„ 5 2_^3_ Baaic GhMiog Aree 11«% Of Line 3 if low-rite or 40% Of Line 4 if high-rise). A|,g b f^. Q-C? 20?; Descriplion of Assambly Glazing Ugi 7 L IQ Ugj 8 U,3 8 Wall U,,, 10 ELiD \ U^a 11 . . U«,3 12 13 , • -. Cailing/Boof —— Uc 14 QiQ^ Uc2 15 ^ Floor Ufl 16 Q.S/fcgy Uf2 17 PROPOSED SPACE HEATING SYSTEM (Chapter 7) Bililding Dasign Hourly Haat Loss (from Form 21 Of, 18 Maximum Allowtd Bonnet Capacity, 1.6 x Lina 18 19 -ft-"^ 1 ^'2,..— Fropotad Furnaca Maka Model Oeacription *^fF i\ 1 Rated Bonnet Cepecity • Electric Ratittanoa Lifa Cycle Cost (from Form 61 sLCC, 20 Lowest Lifa Cycle Cott of the Other Systamt (from Form 6) ,LCC ,owae 11 Now-Oepletabia Energy w/Eleetric Raalttawae •ook-Up Percantaga of Annuel Haat Lost Me* by Non-Oepiatable Energy Source (from Celculations) 22 Heet Pump with Electric Reaittanee Supplementary tiaat Percentage of Annual Haat Lon Met by Elactric Resistance (from Calculations) 23 PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) ilaetric Reaittanee Alone Electric Resistance Lifa CycIa Cost (from Form 6) wLCC, 24 Lowest Life Cyda Cott of tha Othar Syitems (from Form 6) W'-<^C|,HMO 25 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Soler Life Cycle Cott (from Form 7) pl-CC, 26 •iatural Gaa Life Cycle Coat Ifrom Form 7) pLCCn, 27 Btu/hr Blu/hr HOURLY AND ANNUAL BUILOING HEAT LOSS RATE Form 2 r 4Zi^ jLlisdr ca^iJ^ pioiect system type documentation author I lu i KHd Uy dale HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE for All Cijnditions Other Than tha Following 70"F °F ' Tg^ from Form 1 For Insulated Floor Ovar Vented Unhaatad Space Line 1 2 For Uninsulated Floor Ovar Vented Unhaatad Spaca Line 2 - &°F CONDUCTIVE HEAT LOSS Descnplion of Assembly AT.,, AT«. Al «j 32: -L-Ca U tiom Fortn Framinii Area, t|2 or l, or F^from Factor from uanaih, ft Teoiea-i Table 3 b lli/lll dbtivi' lilMing Watt _2a^- X—ULOL \0??^ X O.Ql . 2.^2£? _ • • • —. — _ X . X Cwlinf/aaaf _ X . X \ .Oft. Flanr <A^eyD _ X. _ X . a • _ K • OthM II K « _ K . X _ K K _ Subtotal INFLITRATION (Enter 0 on Line 6 If thera IS pOMtiva veniiletion) »t2 Gross F'loor Are weigh led Average Ceiling Heigni ft X .CQV^ , X 2>'2- I frem T«bl«3-7 'f*"^" l-ine 1 VENTILATION (Enter 0 on Line 6 if there is no positiwe ventilation) ,ft'/minx . "F X 1.08 Ventilation Rate from Calculations frem Line 1 DUCT HEAT LOSS (Enter 0 onLmua if there are no ducts) bn. hi 0 15 X Line / TOTAL (Lint /+BI 24I^^H,.,n, HDD ANNUAL HEAT LOSS AP^JDX^P2LB. °F. day/yr x 2A\^4c siu/hr x J.O X 24 h, clay >D from Apeendix C Ftourly Haat Loss C from from Lina • Tabic 3-a ^3 ."F rom anc 1 PROJECT La^ i A ^MMAi Form 1 2.i4 0\J\T ODtftfiC^ project system typa ciieckeo by date documentation author SITE INFORMATION Heatina Oagraa Day (from Appandix Cl Ouitida Oatian Tamparatura (from Appandix C or Appendix G). HDD ^onv A| (frem Calcuiationa) A, (IM of Line 3 if tow-rite or 40% of Line 4 if high-risei A,,, Description ol Aseemoiy PROPOSED BUILOING ENVELOPE INFORMATION OrMilMaMAraaWHiab-Niaa (from Calaulatiaint) Glaiing Wall (^ilina/ftoof Floor PROPOSED SPACE HEATING SYSTEM (Chaptar 7) •AiWina Oatian Hourly Haot Lost Ifrom Form 21 4„ Jiaaximum Aitowed Bonnai Capacity, 1A x Line 18 Fropoted Furnace I Detaription__ Ratad Bonnoi Capacity. 3 _ 4 Ugi 7 . Uga 8 U.J a _ Uwl 10 - Uw2 11 - Uw3 12 Uw4 13 Ucl 14 Uc2 16 Ufl 16 Ufa 17 18 It2 tt2 h2 ft2 Blu/ Btu/ Blu/ Blu/ Blu/ Btu/ Btu/ Blu/ Blu/ Blu/ Btu/ (hi .l|2.'^U (hi.li-. 'H |hi.f|2.''FI |hi.ti>.°F| Ihr.ltl.OF) (hr.ltJ.*F| (hr.hJ.*F| lhr.ltJ.<^) (hr.ft».°FI (hr.fi» ."Fl (hr.fi^.OF) iB_i^t2.>2x4_ Btu/hr Blu/hr Elaeiric Retittanoe Life Cycle Coti Ifrom Form 6) %^CC, 30 LOMwett Lite Cyde Coat of the Other Syttamt (from Form 61 s>-CCk>M«2l Won-Deplattble Enarav i«/ilaoirie flatiiiaNee toll-Up Farcentaaa of Annual Haat Loit Mot by Nen-OaiMaiat>te Energy Source (from CatculationtI 22 Heet Pump with Elactrie HaalitanBa liipptamawiaiy Heat Percentage of Annual Haat Loss Mat by Electric Resistance (from Caiculationsl 23 PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 81 Slaeirit flatlwaiiaa Alaoa Electric Retittanca Lifa Cyda Cott (from Form 81 w^CC, 24 Loeeaai Life Cyda Coat of the Otiier Syttemt (from Form 61 w^^^bttm 26 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chaptar 9) Life Cycle Coet (from Form 71 pl-CC, 26 Ito Life Cycle tot (from Form 7) pLCC^g 27 HOURLY Al^D ANNUAL BUILDING HEAT LOSS RATE Form 2 r </^....Al\^. . £i3lOS» piuiaci ' -xja^£i.y^/&s^ y^po - . .. sytileni type BfM iOtiOa^i^ \\ /2C/'H ducuinentation author ^ — dale HOURLY HEAT LOSS 70"F ^ _ DESIGN TEMPERATURE DIFFERENCE Fui All Conditions Other Than the Following 70"F - _J>'tI<? AT„ ^ow '">m Form 1 For Insulatad Floor Ovar Vented Unhaeiad Space Line 1 ^ 2 . ^ AT^.. Fur Uninsulated Floor Over Vented Unhaatad Spaca Lute 2 5"F . . ^ . w , CONDUCTIVE HEAT LOSS 1 2i>2-"I "F U lioiii ForiTi FrainiiKj Area, Ii2 or l,url^,lrom I aclor Irom UokCiipiiun ol Assembly Lengih, ft Tabla 4-1 Table i (• Ula^ing Wall Pa.ax ^ Lib Al It....I .ii>,>.< 32L 2)2. 10 4-1^ Ceiling/Roef Floor Other X O.fr^ X \ .Q& x 32L - Uc^\ ~APO~~ ZQPOC^ »"XQ^ * IC-- SuUiuiai INFLITRATION Ibmei 0 on Line 5 il there is positive veniiletiun) 1.2 x Urrjss Floor Area 1. . .Q J)[S? « '32- Weighted I from TaLiia3^ ^l^ii..... Average Ceiling Fiaigrii VENTILATION (Enter 0 on Line 6 if thera is no positive ventilation) Ventilation Rate from Calculations .fl^/min X AT^ from Line 1 DUCT HEAT LOSS lEmer 0 on L.neb if there are no ducts) »F X 1 OB 0 lb > I .11. / TOTAL (Lllll. /16 \410& ii... / 24118? • I 2^±hk^ ANNUAL HEAT LOSS .!]2D5^-'2*L- _''F.day/yr x J2.&^2-Cr 8tu/hr x„4..0_ . ,„ ,,.v IlUD from Appendix C Hourly Heal Loss c irom from Line 9 ^abic 3.» 10 44.^00 .2^4 _2L2. "F AT^ from une 1 PROJECT DATA SUMMAFv Form 1 :24 OkHT (iQK»eiO^^ project /^:P^ F\Qr^ 9 ATC^ system type documentation author j2Aa2. ft2 tt2 tt2 ft2 0.04- 8tu/ (hr • I|2 °l Btu/(hi. ll^ "F Btu/(hr-ftJ ^F Blu/lhi. l|2 °F Btu/(hr. f|J °F Btu/ Ihr.ftI °F Btu/(hr* ft2 °F Btu/(hr* ftJ °F Btu/ (hr.ft2 .°F Btu/(hr. ftJ .°F Btu/(hr. ft 2 .°F SITE INFORMATION Heeting Degree Day (from Appandix C) ._ HDD 1 '~/ Q ^ Outside Dewgn Temperature (from Appendix C or Appendix G) T^^ 2 _ PROPOSED BUILDING ENVELOPE INFORMATION Oroes Floor Area If Lo«»-Rita (from Caiculationsl Af 3 . Grott MaM Arae If Hiah-Riaa (from Calculatioinsl A^ 4 . Deaignad Olaiing Area Ifrom Calculetions) Ag 5 toicGlailog Araa lt8%of Lina3if low-riseor40%of Line4 if high^ise). AKQ 6 Description of Assembly Gluing Ugi 7 . Ug2 8 U,3 B. Wall Uv,i 10 U^2 11 U^3 12. U«4 13. Cailing/Roof Ud 14 . Uc2 15 Floor Ufl 16 U,2 17 PROPOSED SPACE HEATING SYSTEM (Chaptar 7) #01 Furpaee Bditding Desian Hourly Heat Loss Ifrom Form 2) 1H Maximum AllovMd Bonnet Capacity. 16 x Line 18 19 "1 ?? ^ 1 ^ Proposed Furnace Make /^T—^ Model Description CL/ Ratad Bonnet Capacity ^""^^ Elaatria Raaiataiiae Alone Electric Rasistanca Lifa Cycle Con Ifrom Form 6) s^CC, 20 rr^ . Loevett Life Cyde Cott of the Other Syttemt (from Form 61 jLCC^OMU 2' ^ Non-Oepletable Energy w/Eleatric Raeietanee toti-Up Percentage of Annuel Heet Lost Met by Non-Oepletable Energy Sourca (from Calculations) 22 Heet Pump with Electric Redttance Supplementary Haat Percentage of Annual Heet Loss Met by Electric Resistance (from Calculations) 23 PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) Elaatric Radatanoe Alone Electric Ratitunce Lifa Cycle Cott (from Form 6) wLCC, 24 — Lowest Life Cyde Cott of the Other Syttemt (from Form 61 wl-CCi^,^ 25 ——- PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Solar Life Cycle Cott (from Form 7) pLCC, 26 —^ Naturel to Life Cyde Cod (from Form 7) pLCCng 27 ^— Btu/hr Btu/hr HOURLY ANO ANNUAL BUiLDING HEAT LOSS RATE Form 2 r pruiaci system type ducuinentaliun author . I., . k.-ll Hv HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE fui All Conditions Other Than the Following 70"F 2^2? _ "F AI^, ^ow from Form 1 FOI Insulated Floor Over Vaniad Unhaeied Spei;e . . .Line 1 : 2 - AT„.. For Uninsuletad Floor Ovw Veniad Unhealed Space Line 2 b^F . . CONDUCTIVE HEAT LOSS U lioiri FiiriTi I i^nuit'j Area, tt^ or 1, ur »|fruin I adui Irum LHisoipiiun ut Assembly Lengin, ft labia 41 labia in 32. "I "I "1 L>l«4ing Wail . p^Pi2U - . -LIO CeHina/Roef Floer „ Othar 74^1 - "aJBi* Lib . 2)2- (^\4<^ \ .oe? X 32. • \^F>0 icd^ . IC*- -4\^ .uliioiai I INFLITRATION Ibmei O on Lme b it there is positive ventileiHjn) _ 2-^12.. Cross Fluor Area ..2 I. . D.OV£> 2^*2-Weighlau Aweiage ceiling Fteigm I from TaLial i Ck \ >>. 1 .>!> 1 VENTILATION (Enter O on Lme 6 if thara it no positive vannieiioni Ventilation Rate from Calculations .ft^/min X AT^ from Line 1 "F X 1 06 DUCT HEAT LOSS itmer 0 on L.ned ll there are nu ducts) 0 1'.) . I m, / TOTAL in,< 2(:,^n& 4ol \, ' y^A^3£>. . 4&14^ ANNUAL HEAT LOSS .QLO^^-^LE "F.day/yr x ?tB>1^3S> Btu/hr » . I.O . >a. ,„ > lUD Irum Appendix C Hourly Heal Lost L Irum ^ irom une I PROJECT DA i A &UMMAR Form 1 2.4 Owr\T CJO^^% proiect system typa 1 IIUI hed liy ' documentdlon author HDD 1 Tow 2 Af 3 A^ 4 A, 5 Aog 6 Ugi 7 Uga 6 U,3 8 Uwl 10 Uw2 11 Uw3 12 Uw4 13 Ucl 14 Uca 16 Ufl 16 Ufa 17 SITE INFORMATION Heeling Degree Day (from /Sppendix C) . Outside Deaign Temperature (from Appendix C or /^pper PROPOSED BUILDING ENVELOPE INFORMATION Groat Ffaei Arae M Low Rita (frem Celculetient) Ottignad Qiaiiwa Area Ifrom Caicuietiona) ...1 iGlaaiiV Ar«Blt«%of Line3if low-rite or 40%of Lina4 if high-riseli.. Description of Aseemoiy Glaiina Wdl Ceiliny/Roef Floor PROPOSED SPAIPE MfATHHQ SYSTEM (Chaptar 7) BuiWina Oeaian Houriy Heal Lots Ifrom Form 2) Of, Maximum Allowed tomei Cepecity, 1A x Line 18 Proposed Furnace Moke Modd Deteription Reted Bonnet Cepedty ileeirie taiateMe Aleoe Eledric Ratittanea Life Cyde Cott (from Form 6).. (LCC, Lowed Life Cyde Oott of the Other Syttemt (from Form 81 ,LCC tHon-Daplttthla Enerav w/flaeiria RatiUBiiee iaah Up Farcentaaa of Annud Haat Loti Mat by Nan Paplttable Bneray Source Ifrom CalctMioftt) ~ Heat Pump with Eleetrte Redttance SMpptaatentary Heat Percentage of Annual Haat Lots Met by Electric Resistance (from Celculetiont) PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) ?o^o fl2 h2 t|2 .^JD&2. Ii2 Q.Q4 20 21 22 Q.Q6 idZL 18 2.*^2.1Q 18 AXii^^^ 23 24 Etociric Redttanoa Life Cyde Cod (from Form 6) w^-CC, Lowed Life Cyde Co« of the Other «ydeim (from Form 8) tP^tmm 2& PROPOSED SWIMMING POOL HEATINQ SYffTEM INFORMATION (Chapter B) Boler Life Cyde Ood (from Form 7) > - pl-CC, 26 I (from Form 7) pl-CCpg 27 . Btu/ (hi .tt^ Blu/ (hi .li- Btu/ (hr • \\1 Blu/ (hr .t|} Btu/ (hr . I|2 Btu/ (hr.ft2 Btu/ (hr.ftl Btu/ (hr.f|2 Btu/ (hr.f|2 Btu/ (hr.ft2 Btu/ (hr.ft2 Btu/hr Btu/hr HOURLY AND ANNUAL BUILDING HEAT LOSS RATE Form 2 r 42.4^^ 0»r\T LSl^SS^ protect a?vs 'ylfife^ %L rK/O system type - T^AI JOgo^^ 11720/1^- documenlation author date I lu'i kt!U DV wi HOURLY HEAT LOSS DESIGN TEMPERATURE DIFFERENCE For All Conditions Other Than the Followine 70«'F - t)^ °F » AT ^ow Form 1 For Insulatad Floor Ovar Vented Unhaatad Space Lme 1 v 2 . . * AT^^ For Uninsulated Floor Over Vented Unhealed Spece Line 2 - 5°F . . . ^^T^_, CONDUCTIVE HEAT LOSS U Irurri Form Framing Area, ft2 or 1, or l^from Factor from Descnplion of Assembly Length, ft Table 4-1 Tabla i >2- Ceiling/Roof Floor Other 4C>g X n.Qfc X_\,Q£> . JiC* APPZ^'^P Z(V^ Subtotal INFLITRATION (Enter 0 on Line 6 if thara is positive ventilation) ..pZ-O^a f,2 X Uioss Floor Area Weighted Average Ceiling Height ft X _£Li)LB X y2u^ . I from Table3-7 AT ^ irom I inc I 14 011 VENTILATION (Enter 0 on Line 6 if there is no positive ventilation) Ventilation Rate from Calculations .ft'/min X AT Ml from Line 1 «F X 106 DUCT HEAT LOSS (Enter 0 on Lines li there are no duds) 0 15 X Line / TOTAL (Line /t8l M„ 2gl!2aO_ HI ANNUAL HEAT LOSS F.day/yr x 8lu/hr X \ . M HDD from Appandix C Fiourly Heat Lou C Irom from Line 9 Tabic 3-B .X 24 hr ilav Q„ 1 04oAMl^^b.. vr ."F Une 1 r HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY '2^ OvHT C>0^&p'TAo«3CiiM»-i> (ftteffiD -^^^ T Jr 6r JPU270, QSLDO Siketch ol Construction Assembly 7. 8. Checlc one; .Wdll Weight jCeiling/Root F luoi 1b^/ft2 Infide Surface Air Film Outside Surface Air Film Total Tharmal Resistance (Rf) Q n heatinc) rieatin9 l/Rj, Overall Heat Transfer Coefficient (U) Q.()^_ Biu ihi . ti^ .Fl HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 project ^ms> Sr h/Cy system~ypc ' date'I documentation author List of Construction Components 1. Si>utch el Construction Assembly 7. 1/2)^ ^rt^A*^ 0.1& Ql 4^ Ctietli one: .lA/all Weighit Xeiling/Roof Inside Surface Air Film Outside Surface Air Film Total Tharmal Resistance Q-^2- hedtin^j luol heat (09 heat in9 l/Rj, Overall Heat Transfer CoeHicient (U) O.OCp Biu ihi.ii-. M HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY ^24 OvHT rX}lggp^fc ^ys^yC? A 'V^- Oocumantation aufhi Form 3 Lift of Construction Componentt a- Ma 4. \va%ov>5n£=»io 'ti^aa. jXhP^ Oi4o SItaMMf Saneiniatiia 7. Chai:k OiRt: .WaM Weight. 7 £8iling/Roof 'loor 1b^/ft2 >f)|iiiSwr|||[iAir Film QMtit48 SMffapa Air Filan TiKiTkaapialRa IRT) heat mi) O.n heating , OanMI Haat Tfanafar CoaWictant (U) 0 .O'Z^ heat my Blu ihi.l|2. Fl HEAT TRANSFER COEFFICIENT PROPOSED CONSTRUCTION ASSEMBLY Form 3 •24 0»>fT r.iQ^gp^€i documentation autiMr List of Construction Componentt 1. I* -s^vvxr^dx^ 3. VMSiOi-AJTfoKi R n,2,l Q, fe2. Sl^ttcb of Conttruction Asaimblv Check gna: ^ Wall Weight i2.l3 1bn,/ft2 ir Film lT^Nla Surl|<» Air F Qut*ida Surlaaa Air Film heating O.n heating Xeiling/Roof -Floor Tftil Tltamal Rasiaianaa (Rjl heatms l/Hf,Qaarall Haat Transfer Coefficient (U> Q Pl Blu ihi .tl- . Fl Physical ouici arA dimensions ^ (D UNIT MODEL 1 48DL002 48DM002 " 48DL003* "(w«(-7)i.9)|f;><^;j<''> , 48DL004* f 48DM004 ' 4BDH664 (-6)(.7)(.») 48DL045 (•5)(-6) 48DL(X>5 48pH0g5^ (-6)(.7y: OPERATING WT (Ib) 331 343 385 411 430 438 ' 450 . 476 5-12 REFRIG (22) CHG (Ib-oi) 2-14 2-M 2-15* 4-10* 4-10 4-10 5-2 5-1 5-1 .COimPRESSOR Cylinders Rpm (60-Hz) MD2713EE 2 MD2713EE 2 AH8538E* 2 AH8543E* AH8543E ,2 ' 2 AH8543E 2 P46 2 P53 2 P53 2 CONDENSER FAN *' Air Quantity (cfm) > Motor Hp (1,075 Rpm); 60-Hz 1700 1/5 1700 1/5 Propeller-" 2000 1/5 Type — Dtrec' Drwe; Ver 2500 1 2500 1/3 1 '/3 tical Discharge 2500 1 2700 1/3 1 1/3 2700 1/3 2700 1/3 CONDENSER COIL Face Area (sq ft) Rows .. Fins/in. 4.02 2..19 4.02 2..19 • 4.43 2..17 PI 4.43 3..17 3te Fin 4.43 3..17 4.43 3..17 5.44 3..17 5.44 3..17 5.44 3..17 EVAPORATOR FAN Range Cfm - Motor Hp 3-speed - 60-Hz 600- 1000 1/4 600- 1000 1/4 Centrifug< 800- 1500 1/3 jl - Direct C 800- 1600 .4 rive; Horizo 800- 1600 .4 ntol Discharge 800- 1 1000- 1600 I 1800 .4 1/2 ^ 1200- 1900 1/2 1200- 1900 1/2 EVAPORATOR COIL Foce Area (sq ft) Rows .. Fins/in. Plate Fin 1.92 1 1.92 1 2.33 ] 3.33 1 3.33 1 3.33 | 3.83 1 3.83 | 3.83 3 .. 13 HEAT EXCHANGER A.G.A. Approved Rise (F) Elements 35-65 2 45-75 3 35-65 3 Chromized 35-65 3 Steel, 20 Gc 45-75 4 ge 45-75 5 45-75 4 45-75 4 45-75 6 MAX EXT STATIC PRESS. Heating (iru wg) .40 .40 .30 .30 .30 .30 .40 .40 .30 DIMENSIONS (ft-in.) Length A Width B Height C 3-10 2- 2% 3-10 2 - 2V. 4-7 2-2'/. 4- 7 2 2- 2V. 5-2 -lOV, 2-2V, 5-2 2-2V. 1 5-2 ! 5-2 2-2% i 2-2V, 5-7V4 2-2 V. CONNECTIONS (in.) D Supply Duct E F Return Duct G lO'/j 11V, lOV, 1 I'/j lOV, 14 lOV, 20 24 15 V. 24 20 17V, 20 15V, 1 15 V. 23 1 23 • 21 23 FILTERS*! (1-in. thick) Disposable - No. ..Size (in.) Permanent - No. ..Size (in.) 1..20x25 1..16x25 1 ..20x25 1..20x25 2.. 15x20 2..15x20 1..15x20 1..20x20 2.. 15x20 1.. 15x20 1..20x20 2.. 16x20 1 ..15x20 1..20x20 1 ..1,5x20 1..20x20 2..15x2oi2,.16x20 1 i 2.. 16x20 i 1..20x25 1 ..25x25 1..20x25 1..25x25 The 8th digit in A.G.A. listed model number Identifies unit as follows: Natural gas with continuous (standing) pilot (-5) or (-8); Natural gas with intermittent pilot (-6) or (-9); Liquefied petroleum with intermittent pilot (-7). See Performance Data tor standard (-5) (-6) (-7) and high efficiency (-8) (-9) unit capacities and Elactrical Data table for voltage availability. •Model 48DL003 (-5) (-6) ( 7) has M34 compressor and refrigerant charge is 3 lb-6 oz; 48DL004 (-5) (-6) ( 7) has M 40 compressor and 5 Ib—1 oz refrigerant charge. tRecommanded field-supplied filter SERVICE OPENINGS BOTH SIDES ^ V^Z DIAM HOLE FOR ' CONTROL WIRING INDOOR AIR CONDENSER AIR 045 a 005 ONLY EVAPORATOR ANO HEATING SECTION ACCESS PANEL — WIND CAP SIDES 4" FPT GAS * VALVE CONN I" CONDENSATE ^ DRAIN CONN |4" DIAM HOLE FOR • LINE POWER WIRING Z'-O OVERHEAD SfWCE REOUIRED 1^ SERVICE ANO AIR FLOW I-" DIAM (6 MTG HOLES) Certified dimension drawings available on request. t--.; Space required for service. Design certified by A.G.A. for installation on combustible-type floor with minimum space of 1-in. on duct connection side and 12 m. on remaining sides. JQ 48DH,DL()05 (-5n-8V (-7) fAN PERFORMANCE Temp(F) Air Ent Cond,t Evop Aly- Cfm BF 2100.22 •Capacities shown are net capacities, which include a deduction for indoo! fan moloi heal. IMininium outdoor an temperaluie dllowdtile toi cooling cycle is 4b f- ( 20 F with iiceassoiy 32 Seiies Moloniidsuir®) NC;1 bS AND f-ORMULAS Diio'ct irilerpoldtioii is permissible i- urmulds; sensible capacity (Btuh) 'Idb ' ledb - ' Do nol extrapolate. 'iwb *'lwb " ^'ewb where hewb 1.09 X cfm Wet bulb temperatuie corresponding to enthalpy ot air le.iviny evaporator coil (h|^^^J). total capacity (Btuh) 4.5 cfm Enthalpy ot aii entering evaporator coil. SHC IS based on 80 F db temp of air entering evap coil 3elow 80 F rib, subtrcic.t Icorr factor x ctnij from gHC BYPASS FACTOR .10 .20 .30 ENTERING AIR DRY-BULB TEMP (F) Correction Factor under 75 miiiMiii .98 .87 .74 1.96 2.94 3.92 4.91 1.74 2.62 3.49 4.36 1.53 2.29 3.05 3.82 Use formula shown below. Interpolation is permissible. Correction Factor = 1.09 x (1 - BF) x (db - 80) HEATING CAPACITIES UNIT CAPACITY (Btuh) UNIT Input Bonnet 48DL002 56,000 42,000 48OH002 80,000 60,000 48 DLOO 3 80,000 60,000 48DL004 80,000 60,000 48DH004 125,000 93,750 48DM004 110,000 82,500 48DL045 100,000 75,000 48DL00S 110,000 82,500 48DH005 150,000 ^12,500 NOTES 1. Ratings for altitudes to 2,000 ft. At altitudes over 2,000 ft, rat- ings are 4% less for each 1,000 ft above sea level. 2. At altitudes up to 2,000 ft, the following formula may be used to calculate air temp rise bonnet capacity At ~ ™~ 1.09 X air quantity 3. At altitudes above 2,000 ft, the following formula may be used; bonnet capacity At = (.24 X specific weight of air x 60) (air quantity) 1 Accessory tugti elm tdti datii •External static pressure includes deduciiun toi liltei and wet evaporator coil Included liitei (lieKi supplied) piessiiie drop is 08 in. wg - "• tFdii speed change tor evt.'iy 1/2 turn ot adjusidble rnolor pulley is bO rpm. Mdximurii dllow.ibli' Idii speed 1200 rpm UNIT • , 48EL006 48EM006 OPERATING WT (ib) 501 537 REFRIG (22) CHG (lb) 5.5 5.5 COMPRESSOR Cylinder! Rpm (60-Hz) GB30K_010 2 3600 CONDENSER FAN Air Quantity (cfm) Motor Hp (1075 rpm); 60-Hz Propeller Type, 2700 V, Direct Drive 2700 CONDENSER COIL Foce Areo (cq ft) Row*...Fine/in. Plate Fin 7.1 3...19 EVAPORATOR FAN No. ...Size (in.) Nominal Cfm Rpm Range Maximum Allowable Rpm Pulley Pitch Diam (in.) Hp...Frame (NEMA) Pulley Pitch Diam (in.) Centrifugal Type, Belt Drive l...!0x9 1900 820-1250 1250 8 V.-48 1.9-2.9 EVAPORATOR COIL Face Areo (eq ft) Rowe...Fine/in. Plate Fin 3.83 1 3.83 3...15 HEAT EXCHANGER A.G.A. Approved Rise (F) E lementc Chromi zed Si 45-75 4 eel; 20 gol. 45-75 6 MAX EXT STATIC PRESS. Heating (in. wg) .5 .5 FILTERS* (1-in. thick) Disposable - No. ...Size (in.) Permanent - No. ...Size (in.) 1...20x25 1 ...25x25 2... 15x20 •Recommended field-supplied filter. Selection procedure (with example) 1. Determine job requirements. Estimated requirements Cooling Load Total Capacity 55,000 Btuh Sensible Capacity 40,000 Btuh Outside Air Temperature (cooling) 95 F Air Entering Indoor Coll (cooling) WB 67 F DB . 80 F Air Quantity 1900 cfm External Sialic (m. wg) 0 4 Required Heating Capacity 10(^,000 Btuh Outdoor Temperature (winter design) -IOF Air Entering Indoor Coil (heating) TOF Power Supply . , 230-1 -60 2. Determine unit size. Select on cooling capacity. Enter the cooling capacity table at the given air quantity end evaporator entering wet-bulb (1900 cfm, 67 F entering wet-bulb). Read across the table for Net Total Capaciiy (TC) and Net Sensible Capacity (SHC), under the condenser entering air temperature (95 F) find by interpolation a Net Total Capacity of 57,000 Btuh and a Net Sensible Capacity of 41,000 Btuh for a 48EL,EM006. Since these Net Capacities have been calculated at 0.2 in. wg external static (ARI conditionl for any additional static, net capac- ities must be adjusted to reflect the resulting indoor fan motor heat. 3. Heetirig requirements — selection ot netursi gas required. Heating load required is 100,000 Btuh. Compare the healing EVAPORATOR AND •HEATING SECTKm ACCESS WkNtL L -DIAM HOLE FOf« LINE POWER , WIRING I DIAM HOLE FOR CONTROL WIRING #"cON0eNSATE * DRAIN CONN Space required for service. Design certified by A.G.A. for in- stallation on combustible-type floor with minimum space of 2'-0" on all sides -WIND CAP COMBUSTION AIR INLET BOX / \ 4'-0" OVERHEAD SPACE REOUIRED FOR SERVICE ANO AIRFLOW I0IAMI6MTGHOLES) Certified dimension drawings available on request INDOOR AIR CONDENSER AIR capacity of the unit selected with the required heating capacity. The 48EL006 has a gas input of 110.000 Btuh and a bonnet capacity of 82,500 Btuh. The 48EM006 has an input of 150,000 Btuh with a bonnet capacity of 112,800 Btuh. The 48EM006 meets the heating requirements. 4. Adjustments to capecities for additional indoor fan motor heat for other than 0.2 in. ESP. (Coolinij Capaciiy tables are based on 0.2 in. ESP.) From Fan Pertormance Table Af 1900 cfm - 0,4 in. LSP 88 kw At 1900 cfm -0.2 in. ESP - 77 kw The difference is .11 kw or 110 watts 110 watts X 3.415 - 3/6 Btuh Adjusted Net Total Capacity - difference 57,000 Btuh - 376 = 56,624 Btuh Adjusted Net Sensible Capacity - dillerence 41,000 Btuh - 376 Btuti - 40,624 Btuti Adjusted Power Input * kw ITotal Unit Power Input Irom Cooling Performance Table) + difference in fcSP. 7.6 kw -•• .11 kw 7 71 kw As mentioned above, the tiealmy requireineius are satistaciory tor tfie given application The cooling capacity, both Total Capacity (TC) and SHC, is adequate for the application so a 48EM00b is suitable tor the job and would be selected. 5. Select unit that corresponds to available power source. The electrical data table shows thai a 230 1 -60 unit is available Performance data ARI STANDARD RATINGS AND SOUND RATINGS UNIT AIR QUANTITY (Cfm) CAPACITY* (Btuh) INPUT (Wafts) EER SRN 48EL,EM006-3 1900 56,000 7700 7.3 20 48EL,EM006-5,6 1900 57,000 7600 7.5 20 ' EER — Energy Efficiency Ratio (Btu/W/att) SRN — Sound Rating Number *ARI capacity rating includes deduction tor evaporator tan motor heat. Rated in accordance with ARI Standards 210-75 and 270-75. Unit design is A.G.A. certified. FAN PERFORMANCE •External static pressure includes deduction for filter and wet evaporator coil. Included filter (field supplied) pressure drop is .08 in wg. Temp (F) Air Ent JPA P NET COOLING CAPACITIES? . 1 Evop Air - Cfm/B^ Tsoo7.io ]~i9W. V3 2300/. 15 Evop Air - Ewb (F) 72 67 62 - yj -67 62 72 67 ' 62 TC 66 61 56 65 62 57 64 61 57 75 SHC 32 40 48 32 42 52' 31 4.) 54 KW 6.6 6.4 6.0 7.1 6.9 6.6 7.8 7.6 7.4 TC 61 56 51 62 57 52 60 56 52 95 SHC 30 38 46 31 41 50 31 43 52 KW 7.4 7.1 6.7 8vQ 7.6 7.3 8.7 8.4 B.l TC 55 49 43 55 50 45 55 49 46 115 SHC 28 36 42 . 29 39 45 29 41 46 KW 8.2 7.8 7.5 8.6 l',tet..iji 8.4 8.1 9.6 9.1 8.9 BF — Bypass Factor Ewb - Ent Wet-Bulb Temp (F) KW - Total Power Input SHC - Nel Sensitile Hejl Cdp (lOOU Bluh) TC - Net Total Cap. (1UO0 Btuh) *Capacities sfiown are net cdfiactties, wtiich inc:lude j deduc tion for indoor tan motoi tieat. tMinimum outdoor aii temperature ditowable tor coolingcycle is 45 F (-20 F wilh accessory 32 Series Molormaster®!. NOTES AND FORIVIULAS. 1. Direct interpolation is permissible. Do not extrapolate. 2. Formulas; sensible capacity (Btuti) t|db ~- 'edb - ' 1.09 .;frn Mwb Wet-bulb temperalure corresponding to enthalpy of air leaving evaporator coil (hii^^)). tolal capaciiy (Btuti) "Iwb - hg^^^tj -PP^ where hewb ^ Enthalpy of air entering evaporator coil SHC is based on 80 F db temp of air enter iny evap coil. Below 80 F db, subtract (corr factor x cfm) from SHC. BF ENTERING AIR DRY-BULB TEMP (F)^ 75T under'75 Correction Factor 10 .98 1.96 2.94 3.92 4.91 20 .87 1.74 2.62 3.49 4.36 30 .76 1.53 2.29 3.05 3.82 use formula shown below 3 of e It Dm- um ugh ired 11 ne ent, invi, itile unit .u;i;l (iro ibion iiioe. 3lily- dry jwer. sit IVO •jud P d tor pro- joliny Interpolation is permissible. Correction Factor - 1.09 x (1 - BF) x (db - 80) HEATING CAPACITIES 1 ltd tT INPUT BONNET UNI 1 (Bfuh) (Btuh) 48EL006 110,000 £2,500 48EM00^ 150,000 112,500 • NOTES 1. Ratings are approved for altitudes to 2,000 feet. At altitudes over 2,000 ft, ratings are 4% less for each 1 ,000 ft above sea level. 2. At aliitudes up to 2 000 ft, the following for- mula may be used to calculate air temp rise: tioiinet capacity 1 09 X air quantity 3. At altitudes above 2,000 tt, the following for mula may be used; bonnet capacity At * 4. Maximum allowable gas pressure is 14 U m wij lyiinimum allowable gas pressure for lull rated in put is 5.0 in. wg. 5. Unit may be converted tor 10U% LP gas. using Carrier factory parts. Unii will inairiiain A.G.A. certification if conversion is performed, as direcied, and conversion nameplate is attached to unit adjaceni to existing unit nameplate. fd) .24 x specific wt of all x 60) (air qty) ALTERNATIVE DESIGN SUMMARY Form 4 r project iystem type ' documentation author checked by date COOLED BUILDINGS WITH EXCESS GLAZING (Chapter 10) Daaigned Glazing Araa Ifrom building plans) Ag Basic Glazing Araa (from Form 1) A,,, Nortliarly Glazing ArM (from building plans) A^g Glazing Araa UndM' Regulation T20-1403lc)(4) Line 1-2-3 = If Line 4^0, there is compliance. Otherwise, complete Lines 5 and 6. Shaded Glazing Credit (Area of glazing meeting shading requirements, Ag^) x 2 Area of glazing which must be tinted (If Line 6^0, tinted glazing is not required) Line 4—S PASSIVE SOLAR EXEMPTION (Chapter 101 Total Thermal Mass, Mj (from calculations) Basic Thermal Mass, M|,. floor area of slab on grade ftZ X 7.25 + remaining floor area ft2 X 2.25 Area of Special Glazing Meeting Mass Requirements, Ag^, (Line 7-8) -r 30 Area of Special Glazing Meeting Sfiading Requirements. Agp (from calculations) 10 Area of special glazing exempted is the lesser of Lines 9 and 10. ENVELOPE COMPONENT ADJUSTMENT (Chapter 5) Standard Design Hourly Hew Loss (from Form 2) q^ Proposed Design Hourly Heat Loss (from Form 2) If Line 15 ^ Line 14, there is compliance. NONOEPLETABLE ENERGY SOURCE CREDIT (Chapter 5) Standard Design Annual Heat Lost (from Form 2 using Line 14 above) Q^, 16 Proposed Design Annual Heat Loss Ifrom Form 2 using Liite IS at>ove) Q|, 17 Annual Heat Loss Met by Nondepletable Energy Source Ifrom calculations) IB Annual Heat Loss Met by Depletable Energy Source 19 If Line 19 ^ Line 16, there is compliance. LIFE CYCLE COST DEFICIT ABSORBED BY THE BUILDING ENVELOPE (Chapter 6) Standard Daaign Hourly Haat LOM Ifrom Form 2) q^ Klourlv Heat Loft to b« Abaorbad by tlia Building Envaiopa 20 {$ jUCC, from Form b sLCC|oy,,jt from Form 5 from Form 5 LCC .)x 3413Btu/kWh x _eF lowest from Form 5 E, fromfrom Table 7-; Form 1 , = 21 HDD from Appendix C 'F.day/yr x C from Table 3-B PW, from Table 7-3 _$*yr/kWh x 24 hr/day Allowabia Hourly Haat Loas of Propoaad Oaiign. Line 20-21 ^ 22 Proposed Daaign Hourly Haat LOM If Line 23 ^ Line 22, there is compliance. ft2 ft 2 ft2 ft2 Btu/hr Btu/hr MECHANICAL EN< 34-20 • 4TH AVE. DIEGO, CA 92103 CONSUIT/^ 714-295-92^ iH c7A^AAP!7PA/AXf [ra*i(Ct 7^" • NALYSJS - HEAT tSTlUATC 1 *A ««CtT ITW ARI4 O* QUANtITT SUN CAIN oa Tmr Oirr FacToa CLASS SOLAR CAIN—GLASS m SO FT X 1^,0 X ,5^ CLASS CtASS So FT X So FT X GLASS SKTtlCMT SQ FT X SQ FT y SOLAR fr TRANS. QAIN- WwAtt JU><HO So FTX -WALLS fr ROOF PIO X JA WALL So FT X WALL SQ FTX WALL ROOF—SUN 3^ SO FT X So FT X TOO' Boor—SHAOtp So FT V TRANS, GAIN—EXCEPT WALLS fr ROOF ALL CLASS /^<? SO FTX /^/3 X iO PARTITION so FT X CtlLINS SQ FT X FLOOR SQ FT X INFILTRATION Cm K t.os 'tOPlt INTERNAL HEAT PCOFLI X JtS^O PowrR llOMTS ISO HP es KW X WATTS X J 4 X ArpLiANcu. ETC ADDITIONAL HEAT GAINS Sus TOTAL SAfiTT FACTOR ROOM SENSIBLE HEATH BTU/HOUR FOft A M »ur»lT DUCT Mi«T 6»ie Sumt OUCT % -t- Lt«» loss FAR % ->- H. OUTDOOR AIR CrN y sr X I OS EFFECTIVE ROOM SENSIBLE HEATH iNriLTRATION LATENT HEAT Cm X 8*/Lt X O.SO FlOPLI Piorii X SUA II te/Me X IPSO APfLiANCU. ETC. AooiTiosAL HcAT GAINS Sm TOTAL SAFITT FACTOR ROOM LATENT HEAT SUPPLY DUCT LEAKAGE LOSS OUTDOOR AIR Crw y GI LS X sr y 0 «s EFFECTIVE ROOM LATENT HEAT EFFECTIVE ROOM TOTAL HEATH SSNSliLt; LATCNT: OUTDOOR AIR HEAT ISO Cm X (O F X <1 — BF) X I OS Cru X Ci/Ls X (1 — 8F1 y 0 «s RtTute OUCT NUT C»'> •STUSR DJCT HR % -I- >-J., Sus TOTAL OiHje a % Fin Le«i % G B AND TOTAL HEAT n JL 75P WOQWS or QPtNATIQW. OLSiCM I oa I . AW_ WB RH ouTsire ROOM OlFFCRCNCe mssppm ij-AMAi 10 7. PEOPVt « jca FT •«•_ VENTILAfrlON MINUTES AIR CM. * • .CFM DOORS SWINQ'6 REVOLV. C*»EN DOORS I EXHAUST FAN_ CRACK FT. K _.,crM/rT... • CFM INFILTRATION PRESSURE ON ZONE CFM oA" THRU APPARATUS CFM IFFtCTIVt SCNS NtAT S fACTOR APPARATUS DEWPOINT CrrccTivc ROON Stwi H-:»T _ "trrtitTiyt KOOK ~" TOTAL HEAT SUPPI.Y AIR QUANTITY • 3i3£>& Rooit stNs. HCAT - /7^y 106 LOS •ifitia airr iTU/HR/^:. WATTS/4: _ IVPENSOM:. 0/A eifM/^:_ TOTAL *m CFM/4: MR CH. IN MINUTES! TOTAL O/A ROOM FLOOR ZONE fl ?MtET riLC 1 • •, 0 • OP 1 J- LBCDBtR EXECUTIVE OFFICES July 13, 1982 Mr. Mel Davis Trinatiran, Inc. 2320 La: Costa Avenue : ..p-'] ^ ..P . '.P . . -Carlsba(a,^CA 920O8 - •- Dear Mr, Davis: Since our meeting on the 9th of July, I have met with the . concemed management of La Costa Golf Course, I have been informed that the insurance company will not permit us to allow any access onto the Golf Course from private property. This becomes an "attractive nuisance," and makes those people illegally on the Golf Course vulner- able to injury. I am certain you can appreciate our position. I further learned that there are no immediate plans for substituting a pipe where the present open ditch exists. There would be no problem in your continuing your land- scaping up to the referred ditch. Thank you for your cooperation in this laatter. Sincerely, : LA COSTA HOTEL AND SPA Irv Roston IRrblt cc: Dick Rudolph bcc: Tommy Jacobs torrey pines consulting Civil & Geotechnical Engineering 15 December 1981 Project No. 00001 \ Mr. Mel Davis TRINATHAN, INC. 2320 La Costa Avenue Carlsbad, Caiifornia 92008 Subject: Masonry Footing inspections Reference: Alta Verde Condominiums La Costa, Carlsbad, California Dear Mr. Davis: As per tiie request of Mr. William Tadlock, we have performed the footing excavation inspections on ali excavations for the concrete footings support- ing the masonry walls on the aforementioned project. This also satisfies our requirements per our Limited Soil Investigation for the same project, dated February 29, 1980, our Project No. 00001. All footings were excavated to specified depths and widths. The bottoms of the excavations were neat and cleaned. All masonry footings inspected were approved and signed off by our Staff Geologist on the stamped sheets for the project. Inspections were made on November 23, 1981 on exterior masonry footings for Buildings A, D, F, and C. On December 1, 1981, exterior masonry footings for Buildings B and E were inspected. On December 7, 1981, in- terior masonry footings for Buildings C and F were inspected. On December 9, 1981, interior and exterior masonry footings for Buildings B and E were inspected. Should you have any questions concerning this communication, please do not hesitate to call this office. Sincerely submitted, TORREY PINES CONSULTING Dennis E. Zimmerman, P.E. Z John J. Dewar C26676 Staff Geologist c: (4) Addressee P.O.Box 38 • Cardiff-By-The-Sea • California, 92007 • (714) 436-3555 • (714) 453-6663 kb MEMORANDUM DATE: October 2, 1981 TO: FILE FROM: Building Official SUBJECT: 2320 LA COSTA AVENUE The attached request for refund for building permit fees, paid on March 31, 1979, is denied. The reason for the denial is as stated in Section 304(e) 3 of the 1979 Uniform Building Code. Fee Refunds which reads: "The building official shall not authorize the refunding of any fee paid except upon written application filed by the original per- mittee not later than 180 days after the date of fee payment Mr. Davis is not the original permittee and the request for refund far exceeds the stated 180 day time frame. MARTIN ORENYAK Building Official MO/gl cc: City Attorney Attachment ALTA VERDE: 10/8/81 Phone call from Schmitt 10:30 AM Phone call from Davis one minute after MARTY: I finished talking to Schmitt. Alta Verde has been foreclosed and the property has returned to the original owners according to Fred Schmitt - 213 390 8046. Mr Schmitt would like an extension of time to bring existing plans up to code and suhcnit them for current plan check. What he would like to accorplish is: save the sewer fees vdiich expire with the building permit - $35,000 and save the building permit fees - estimated at $4000. He would pay a plan check fee. During the extension period (60 <iays) he might decide to go with new plans. I believe his problem is with Leucadia County Water District and not with us. I went through the file again. It is a mess and this project would be much cleaner and neater if we started over. Davis called one minute after I finished with Schmitt and said he would be down next to "chat with you". He doesn't believe the permit has expired. DEVELOPMENTAL SERVICES • Assistant City Manager (714) 438-5596 Building Department (714) 438-5525 • Engineering Department (714) 438-5541 • Housing & Redevelopment Department (714)438-5611 - • Planning Department (714) 438-5591 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 Citp of Carl^bab October 14, 1981 C Melvin Davis, Jr 120 Jocelyn Coiirt Santa Cruz, Califomia 95060 Subject: Building Permit 79-618, Alta Verde \fe are responding to your verbal request for a six-month extension of time of the subject building pennit. The history of this permit is as follows: 1. Plans suhnitted for plan check 10/31/79. 2. On 8/19/80 an extension of plan check was granted to 11/30/80. 3. Building permit was issued 10/15/80. 4. Owner was notified that plans required revision 10/30/80. Seismic zone change. 5. New engineer accepted responsibilii^ for plans 11/12/80. (See Thotias and Sowards letter 11/12/80) 6. New engineering calculations coipleted 12/6/80. (See revised calcs) 7. Six month extension of building permit granted from April 8, 1981 to 10/15/81. There was a clerical error in this letter, and the date of ^pril .8 should have been i^ril 15. We have reviewed your entire file and discussed it with the City Attomey. It is not possible to grant you a further extension because the Uniform Building Code states,' "No permit shall be extended more than once". However, viiile reviewing your file certain facts became apparent. Fran October 30 to Decanber 6, as shown above, the permit was inactive. This time amounted to 38 days. Research tells us we require about fifteen days to check a set of plans like yours. This time would have been also an inactive period. The total inactive calendar days were 53 which we will credit to this building permit. - 1 - C lyfelvin Davis - 2 - October 14, 1981 Adding 53 calendar days to tlie expiration date of Octcter 15 gives your building permit validation through December 7, 1981. On Decartoer 8, 1981 Permit 79-618 will be null and void unless a foundation for each building has been inspected and poured. BUILDING OFFI^ xc: City Attomey, Carlsbad Peter Gamer, 1011 Camino Del IVfer, Suite 260, Del Mar, California 92014 1200 ELM AVENUE ^ >N6^ M TELEPHONE: CARLSBAD, CALIFORNIA 92008 Citp of CarlsJbab August 19, 1980 Mr. Robert Penley 7690 El Camino Real Suite 09 Car 1sbad California (92008) Re: Plan Check Extension #79-618 Alta Verde - 24 Unit Condominium project on La Costa Ave. APN 216-310-06 & 07. In answer to your letter of August 5, 1980, an extension of time to November 3^, 1980, has been granted. No further extension will be granted. MARTIN ORENYAK Building Official MO/gl ANTOINETTE MARIE PENIEY ROBERT PENtEY PENLEY & PENLEY ATTORNEYS AND COUNSELORS AT LAW 7690 EL CAMINO REAL, SUITE 209 CARLSBAD, CALIFORNIA 92008 TELEPHONE (714) 436-3106 August 5, 1980 Martin Orenyak City of Carlsbad Building Dept, 1200 Elm Ave. Carlsbad, Ca. 92008 Re: REQUEST FOR EXTENSION OF TIME TO OBTAIN BUILDING PERMIT (Robert A. Duffy - Alta Yerde ^ 24 unit condominium project on La Costa Ave A APN 216-316^06 & 07) Dear Mr. Orenyak: On behalf of Robert A. Duffy and the Alta Verde partnership, request is hereby made for a 90 day extension of time to obtain the related building permit and to pay school and related fees. On April 24, 1980 a letter was written to Mr. Duffy indicating that the building plans were ready to be issued. This extension is necessary to finalize financing arrangements for the said project. As we understand it, the initial period to obtain the permit would expire on or about August 24th, Accordingly, an extension of time to November 24, 1980 is hereby requested. Please contact the undersigned if any clarification of this request is required by your office. Very trulvvours, RP/ab cc: R. Duffy - Alta Verde wkmi HENLEY %py.' ft 4/22/81 Marty: About Alta Verde - Mel Davis I searched through file and found pertinent letters and copiej them for you. It appears that Meyer authorized us to issue the permit. You should read all the letters so you will be informed. This is your file. We have copies in regular file, Called Peter Gamer, Davis's attorney. Meyer is foreclosing on property in attempt to collect his fee. This becomes a civil matter unless Meyer writes to us and states that he is withdrawing his signature as architect of record. I also told himi we. would probably be in pretty good shape if Thomas and Sowards sent us / a letter assuming responsibility for a.ll_,the plans instead of just structural and then came in and signed them. That's where we stand, X Cart THOMAS & SOWARDS ENGINEERING, INC. PLANNERS, ENGINEERS, ENVIRONMENTAL CONSULTANTS, LAND SURVEYORS P.O.BOX286, 215 SOUTH HWY. 101, SUITE 101. SOLANA BEACH, CA 92075 f714) 481-6818 ROBERT SOWARDS ^ C O ^ » DAVID THOMAS RCE 26404 ^C/? LS 4759 November 12, 1980 '"^nt '^z.u Martin Orenyak, Building Official City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 RE: ALTA VERDE CONDOMINIUMS LOTS 6 & 7, MAP 6708 Dear Sirs: My firm has been retained by the owner of the above project located on LaCosta Avenue for structural design changes. I will therefore assume responsibility for the project from Coneer Engineering. If you have any questions, please don't hesitate to give me a call. Sincerely, THOMAS & SOWARDS ENGINEERING, INC. Robert Sowards R.C.E. 26404 RS/pat cc: Mel Davis, owner Earl Vossemkemper, Coneer Engineering Building Departn\cnt 1200 ELM AVENUE t -j Fl TELEPHONE- CARLSBAD, CALIFOHNJIA 92003 t r? ,• J (714) ^^33 5525 Cit? cf Cad^^ab t)^^^r l'i:oi)£;rty Ovmer: }\n tipplic.ition for a buildinq pernit has been submitted in yovir name listing your- S'jlf <i3 tl'.o builder of the proparty irnproveraents specifi "Icr your protection you should be a'.Jare that as "ov/Ter-builder" yod are the respoa- sibln pctLcy oC record on such a perrait. Building permits are not loquired to be* signed by propfirty owners unless they are personally perforraifig thcxr c.vn work. If yo'.ir work i:: being performed by someone other than yourself, yovi .t^-iy protect your- Relf fro;n possible liability if that person applies for the piop.'r perniit in his or her narae. Contractora are required by lav7 to be licensed and bonded by the Stato of Califi^vnia artd to have A business licen.-ie from the city or county. They are iilso requiied by law to put tiieir license nu'ober on all permits for which they apply. If; you plan to do your ow work, with the exception of various trades that you pl.-.n to subcontrrict, you should be aware of the following information Cor your heii.efit and protect ior.. If you enploy or otherwise engage any persons other than your l.-,.!;H.'di a te fam.Jly, and tlie v;ork (including matericils and other costs) is $200 or more for tiiO entire p:'o- .iect, and .such persons are not licensed as contractors or subcontiactots, thea you laay J^e au employer. It you are. an employer, you wust register v;ith the state and feci nai. govorn.T.ent as au cT.ployer and you are subject to several obligations including :;tr.ta and fcder?.! income tax withholding, federal social security taxes, workers' ^;oir,ne:i,';atieu inriar- ance, dii'.ability insur-ance costs, and unemployment compensation <--,-,;itributicus. There may be financial risks for you if you do not carry out these obligat.iori.'^, and these riSjVs are especially serious with respect to v/orkers' compeiujation insurance. For more ;;noc;ific information about your obligations v.nder fedor.:*! Ic-w, cont.ict tho Internal Fijvenue Service (and, if you wish, the U.S. Small Busines.s Administration) . For wore .-^pi^ci.fic information about your obligations under -state law, contact the Depertr-' of Benefit Payments and the Division of Industrial Accidents. If the arc is intended for sale, property owners who are not licensed con- tract.o.-', .ittr allowed to perform their W'Drk persojially or tIirou.:;l» their ov.'n ewpJcye'^.s, withe;.;- I l\._-ennod contractor or subcontractor, only under li;-it.ed conditions. A fre.r,' -- n^ ; i-actice of: unlicensed persons professing to be covtractors ia V.o sec:uro. fui "r- r.,'i -i, Ider" building permit, erroneously iinj>lyj.ny t!wt the property owner is proi.'i.T ,^ •./ hi.'; or ))er o\m labor and m-iterial personally. IiuildliKf permits ere not rc'j.n'r< 1 Lo b'.; signed by property owners unleas they are pertoi'ii.ing their o,v-n '.;cr}; pel soTviUy. Infcjrr.'.ation -Tbout licensed contractors may ho obtained f.iy cou? ;\ct ing the Cent: rcic tor.':; State Lic.vn:-c: board in your conununity or at 1020 IJ Street, Sacrai-.ic-nto, Citliforaia Vlen.'-,M eOi'.ip.lte and return t he encJ oned ovnier-builder vt;rif .i f:aLion forri no t)i it v;e can C'nil." inn that you are au'aie of those riatters. XijIJ-.iHtiJdjno po.rmit vrill >if>i be Vi'iV-V-.L.'U,^U^.L.?,iVa^^Y^^^^ returned. —— , Very lyi:\Y V>'>iirs, C-I7'Y OP CARLSKAL) f.'.Ur f.DXNG i)i;r'A!; i71!;!J7' Attention Property Owner: An "owner-builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I dha^/have not) ^ . signed an application for a building pennit for^ne proposed work. 3. I have contracted with the following person (firm) to provide the proposed con- struction: Name Address city Phone Contractors License No. 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work: Name A — pZ Address *" . A City y- Phone Contractors License No. 5. I wi.ll provide some t;f -=.e work but 1 have contracted Chired) the following per- sons rq provide the -vor-;? indicated: Karre ^ iaress Phone Type of v;ork yAj Ae • ApyoSPr^ - . Proforhy Owner C^^^fV^^sJ r\>ai ^, Social Secucity Nuinber 1200 ELM AVENUE • M TELEPHONE: CARLSBAD, CALIFORNIA 92008 Citp of Carlsbab October 30, 1980 Mr. Frederick J. Meyer 3611 Bth Avenue San Diego California (92103) Re: Alta Verde Condominiums There appears to be some confusion regarding our acceptance of calculations based upon Seismic Zone 3. To the best of my knowledge, no one in the Building department agreed to acceptance of these calculations. It is unfortunate ,^ that the permit was not obtained during the time when Seismic Zone Three was considered acceptable. It is also unfortunate that we did not catch the error prior to issuance of the Build- ing permit. I have reviewed this matter with our Legal department and their opinion is that the plans and specifications must be in conform- ance with all code requirements existing at the time of permit issuance. They suggest that if the calculations and plans are not changed, we should cancel the permits as issued in error. MARTIN Building Official MO/gl cc: City Attorney Coneer Engineering, Earl Vossemkemper Robert Sowards of Thomas & Sowards Engineers Trinatliaii, Incorporated 2)20 U CocU AvcBM, CftriabU, CA 92008 UOJocelya Coart, SuU Cru, CA 99060 MtpmtMe WetkmamMf , A-X, -f/ty7^7 • J a. '^--^ -'-^ r ' FORM 112 Zz CONVERSATION CONFIRMER FROM: ^g^erZr ^tAJgy^S PROJECTS (Namt) po /fe^r -ZS^ dA^^^Kf^ /^^ y (AddrMt) (Addrwj) tht.'/\^A ifefe7^<^^ CA fzoyr <^A^Aj^e>i^ <:A/^ ;City, Stats and Zip) (City, Stata and Zip) TO: /^/k^r7/v^ £>(ZeyJ y^A^ ^^-^ o^sp/cy^ (Nam*) /^^g> 4t/^g (Addraaa) (Citf, Stit* and Zip) This memorandum confirms the conversation of A/^tJt ^ /^t^ between ^^^B/t/" ^&iA/AAiPS (data of cofljfAation) (insart nama) and yi/HinAJ ^^gA^I^4^ i„ ^^ich it was said: (inaart nama) / (Dascriba Tha Convenation) /. Ar f/A^S. <^M,cui,/ZrroAj J't'/z^A^fyrT^ /iAjK? /A/^ 7g iL/yi/y^/z^ St^c>^0. ^^vg^r /AJ f%^/2. -TP &z>ig<^ /PM^/r yssu ^^^ce s^AjA.t/c ^/ ^^Aj&&z. ^Wo//t/^^g,^AJg /^rGfP /^ <^oanai ^5^/r7V y^^g> A^£rT StcjCfO C^ie?4£ SLe^a t/i^A¥6^7-^7 T/f€: c*/oa pisa^/r ysSL//^<:^ g^^^/y^^r A5 t^/fl^' 3J9S^ yirrfrf;^;:^^^P2A^/i^yhS ^ S^uj/^MS -Date: z_iLj=_!e_i—»^ (Data Mam^Writtan) (Sifnatura otTp^rson sending confirmer) FORM 112 — Published By BUILDING NEWS, INC., 3055 Overland Ave., Los Angeles, Calif. 90034 - (213) 870-9871 o? 1967 < FREDERICK J. MEYER /ARCHITECT A I A 3611 5th AVENUE, SAN DtEGO, CALIFORNIA 9210; 2t7-1140 (714) 271-2286 CIZXX^- October 27, 1980 C i/ Mr. C. Melvin Davis ""'•Z.'PAlA 119 Jacelyn Court Santa Cruz, Ca. 95060 RE: Alta Verde Condominiums Dear Mr. Davis: This letter is to confirm my findinas on the question regarding the structural enaineerina calculations. The question was raised as to whether or not the calculations contained the proper seismic formula factors, in relation to the approved 1976 U.B.C. and seismic zone number involved. The calculations were done during a period of time when the seismic zone could not be confirmed, when zone three was considered acceptable. The seismic factor used was appropriate for the approved U.B.C. Code and zone number. After confering with Coneer Engineering Company, who had done the calculations, I reveiwed the matter with the City of Carlsbad Building Department and Robert Sowards. It is a general concensus that the building permit issued on the project, as designed and engineered; is acceptable if the project is built as shown in the construction documents. However, if there is to be any modification to the structures or foundation systems, all new engineering shall be done accordingly to the seismic formula factor as stipulated in the approved 1976 U.B.C. seismic zone number four. This letter is being sent to the parties listed below. Any disagreement with the contents of this letter shall be sent to me by certified mail within five days. Henceforth, it will be understood and agreed by all that these are the structural engineered conditions of the Alta Verde Condominium Project. Sincerely, Frederick J. Meyer, AIA Architect cc: Coneer Engineeriiig, Earl Vossemkemper iRobert Sowards of Thomas & Sov^'3rds Engineers Merado Camero, The City of Carlsbad, Bldq. Insp. Dept FJM:Ivg • ?0 r- 'P^.rt ::-:f:t-: Pr.:7, pPiTo-fija 95060 OctoLer 31, 19B0 Frederick J. Heyer, AIA Architect 3611 5th A.venue San Diego, California 92103 Re: Alta Verde Condominiums Dear Mr. Meyer: This letter is is being sent to you in reply to your letter of October 27, 1980 which I have just received. It comes to you because, at this date, I am not in agreement with your findings regarding the engineering calculations. Until I have a letter from the head of the buijding in- spection department of the City of Carlshad confirming all the facts, figures regarding the U.B.C. Code and that the Code was followed in your plans, I feel I cannot he in agreement with your letter. This letter is being sent in duplicate to Coneer Engineer- ing c/o Earl Vossemkemper, Thomas & Sowards Engineers c/o Robert Sowards and to The City of Carlsbad Building Inspec- tion Department c/o Merado Camero. This letter is being sent to you certified mail per you request for the reply within the five day period. If there are any further questions, please do let me know. yours, fel vin Dav^l Land Develope^ and Contractor CMD/mld FREDERICK L MEYER ARCHITECT A I A 3611 5th AVENUE, SAN DIEGO, CALIFORNIA 92103 297-1140 (714) 278-2286 Mr. Martin Orenyak, Building Official 1200 Elm Avenue Carlsbad, CA 92008 April 27, 1981 Dear Mr. Orenyak: This letter is in regards to our phone conversation last week pertaining to the fact that I am architect of record on the Alta Verde project, which has been filed under plan check number 79"6l8. This letter is to note that as architect of record, I request that any drawings submitted to you which have the name of my firm on them shall not be approved with- out my written consent. This refers particularly to drawings that show amended changes to the structural and/or architectural features of this particular project. As of this time, there are transparency drawings with my signature on them that are not under my control. If these are used for revisions, then the revision column on the drawings must have my signature and be dated to be valid. There is a space in the title block for revisions; this should be checked for authenticity. To this date, as noted in this letter, I have not submitted modified drawings to the City since the building permit was issued, and as of this time I'm not aware that I will be submitting any modified drawings, now, or in the near future. Your cooperation in this matter is highly appreciated. Sincerely yours, P.S. Would you please send me a letter indicating that'the present building Permit for this project is still valid with the understanding that the structural aspects of the design shall be brought up to the No. k Seiismic Zone standards. It is also my understanding that as of April 17, 1981,the 1979 UBC was adopted by the Carlsbad Building Department which includes a provision th^t Seismic Zone h be used for Carlsbad for structural analysis. RECEIVED mi 1331 CITY OF CARLSBAD Building Department FJM:sb FREDERICK ARCHITECT 297-1140 (714) MEYER A I A 2 7 8-2 2 8 6 3611 5th AVENUE, SAN DiEGO, CALIFORNIA 92101 A. November 19, 1980 y ^ y ^ 5 -'0 City of Carlsbad 12 00 Elm Avenue Carlsbad, Calif. 92008 Attn: Mr. Martin Orenyak Building Department Official Dear Mr. Orenyak: This letter is in regards to your letter of October 30, 1980 and the phone conversation we had several days ago. In our phone conversation we discussed the period of time when your department approved the seismic zone approved by the Structural Engineer's Association. You indicated this map arrived at your facilities several weeks ago to help clarify this matter. The map also indicated it has not been approved by the San Diego County Board of Supervisor's. Irrespective of the above, your department now recognizes this map for the determination of seismic zones. These zones for San Diego shows zone #3 as being south of Del Mar and Zone #4 as being north of Del Mar, which includes the city of Carlsbad. Due to these facts it is now your department's requirement that all projects be engineered using seismic #4 requirements. As I had mentioned, the new owner, Mr. C. Melvin Davis, has a new Engineer of Record, Thomas and Sowards Engineering Company. It is my understanding they will review the project drawings and calculations to make sure of their responsibility and that the construction documents conform to all structural codes and requirements of your building department. In our talk you indicated that all parties had acted in good faith to produce acceptable drawings and engineering calculations that would allow a proper building permit to be issued. In this situation, engineering calculations were prepared and submitted for review, approximately October, 1979. They were reviewed along with two plan check correction drawing sets which completed review December, 1979. After that, the past owner could not obtain financing which caused the checked calculations and corrected drawings to sit idle for a year. When the new owner of the land came into being, he supplied the the needed funds to pay for the building permit. When it was Page Two Mr. Orenyak issued no one was aware your department was now accepting permits only under seismic zone #4 calculations. It was only after three weeks that the Engineering firm of Thomas and Sowards brought to the attention of the new owner and myself that the existing building permit had been issued with seismic zone #3 calculations. It was at this time I contacted Mr. Camero and discussed these matters. The final conclusion on your part and mine is that all parties have acted in good faith. That due to the time of submittal, the unexact time for adoption of seismic zone #4 and the long delay before the final issuing of the building permit has caused this situation to develope at no fault on any one's part. It is also under- stood that before the new owner goes ahead with any construction work, the engineering calculations have to be modified to meet seismic zone #4 requirements. This also includes any modifications to the structural drawings. Respectfully yours. CC: Mr. M. Davis Coneer Engineering Thomas & Sowards Engineers FJM:vn F R E 0€ X f S R J. MEYER ^ARCHITECT A I A 297-1140 (714) 2 7 S-2 2 8 6 3611 Sth AVENUE, SAN B I EfiO, GA Ll FO R NI A' 9211 Z^Jo A)aZ )£>^oe \7>7W<^or City of Carlsbad Mr. Martin Orenyak, Building Director 1200 Elm Avenue Carlsbad, California 92008 zm CFCARLSR/io raf!ding DepcrJmcnt Sept. 18, 1980 Reference Project; Alta Verde Condominium, Lots 6 & 7 2420 La Costa Avenue, a Carlsbad, California -^ZJA b Plan Check niomber Dear Mr. Martin Orenyak: This letter is being sent to you concerning my interest the plan check process and issuant of any building permit for the above noted project. All plan checking and coordinating proceedures have been done under my direction as the authorized agent of the Owner who Qwnesjthe land where the project is intended to be built. I am the Architect for this project, and as both agent and architect I request that you do not recognize nor allow any other person to obtain a building permit on this project without my written authorization, if such permit is being obtained from documents representing my firm and my work. Such documents will have my title block and name on them. There are a number of sets of drawings around but none of them repre- sent the final plan check set, which I am holding in my office until the Owner obtains the funds for the plan check fee. Your cooperation in this matter will be highly appreciated. Sincerely yours. FJM/bn I FREDERICK J. MEYER ARCHITECT A I A 3611 Sth AVENUE, SAN DIEGO, CALIFORNIA 92103 .297.1140(714) 27 8-2 286 * November 19, 1980 •O'r-. ^ J9Pn a,Z'- np City of Carlsbad "-At-^ '/T/ 1200 Elm Avenue ^ ^^'^^^riAp^An Carlsbad, Calif. 92008 ^^nt Attn: Mr. Martin Orenyak Building Department Official Dear Mr. Orenyak: This letter is in regards to your letter of October 30, 1980 and the phone conversation we had several days ago. In our phone conversation we discussed the period of time when your department approved the seismic zone approved by the Structural Engineer's Association. You indicated this map arrived at your facilities several weeks ago to help clarify this matter. The map also indicated it has not been approved by the San Diego County Board of Supervisor's. Irrespective of the above, your department now recognizes this map for the determination of seismic zones. These zones for San Diego shows zone #3 as being south of Del Mar and Zone #4 as being north of Del Mar, which includes the city of Carlsbad. Due to these facts it is now your department's requirement that all projects be engineered using seismic #4 requirements. As I had mentioned, the new owner, Mr. C. Melvin Davis, has a new Engineer of Record, Thomas and Sowards Engineering Company. It is my understanding they will review the project drawings and calculations to make sure of their responsibility and that the construction documents conform to all structural codes and requirements of your building department. in our talk you indicated that all parties had acted in good faith to produce acceptable drawings and engineering caleulations that would allow a proper building permit to be issued. In this situation, engineering calculations were prepared and submitted for review, approximately October, 1979. They were reviewed along with two plan cheek correction drawing sets which completed review December, 1979. After that, the past owner could not obtain financing which caused the cheeked calculations and corrected drawings to sit idle for a year. When the new owner of the land came into being, he supplied the the needed funds to pay for the building permit. When it was Page Two Mr. Orenyak issued no one was aware your department was now accepting pennits only under seismic zone #4 caleulations. It was only after I In i i ^iii iilm Mill Iln I ii | | i ii and n I III I ll Till llll to the attention of the new owner and mys^JrfThat the existing building permit had been issued witi fismie zone #3 calculations. It was at this time I contacte! Mr. Camero and discussed these matters. The final conclusion on your part and mine is that all parties have acted in good faith. That due to the time of submittal, the unexact time for adoption of seismic zone #4 and the long delay before the final issuing of the building permit has caused this situation to develope at no fault on any one's part. It is also under- stood that before the new owner goes ahead with any construetion work, the engineering calculations have to be modified to meet seismic zone #4 requirements. This also includes any modification to the structural drawings. Respectfully yours. CC: Mr. M. Davis Coneer Engineering Thomas & Sowards Engineers FJM:vn Oh THOMAS & SOWARDS ENGINEERING, INC. PLANNERS, ENGINEERS, ENVIRONMENTAL CONSULTANTS, LAND SURVEYORS P.O.BOX286, 215 SOUTH HWY. 101, SUITE 101. SOLANA BEACH. CA 92075 (714) 481-6818 ROBERT SOWARDS ^ ^ * DAVID THOMAS RCE 26404 ^ ^ f T RCE 26404 ^C/f LS 4759 'in\ OF ClTyn.yA''o November 12, 1980 Martin Orenyak, Building Official City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 RE: ALTA VERDE CONDOMINIUMS LOTS 6 & 7, MAP 6708 Dear Sirs: My firm has been retained by the owner of the above project located on LaCosta Avenue for structural design changes. I will therefore assume responsibility for the project from Coneer Engineering. If you have any questions, please don't hesitate to give me a call. Sincerely, THOMAS & SOWARDS ENGINEERING, INC. Robert Sowards R.C.E. 26404 RS/pat cc: Mel Davis, owner Earl Vossemkemper, Coneer Engineering 1200 ELM AVENUE CARLSBAO. CALIFORNIA 92008 TELEPHONE: Citp of CarliJbaii October 30, 1980 Mr. Frederick J. Meyer 3611 Sth Avenue San Diego California (92103) Re: Alta Verde Condominiums There appears to be some confusion regarding our acceptance of calculations based upon Seismic Zone 3. To the best of my knowledges, no one in the Building department agreed to acceptance of these calculations. It is unfortunate that the permit was not obtained during the time when Seismic Zone Three was considered acceptable. It is also unfortunate that we did not catch the error prior to issuance of the Build- ing permit. I have reviewed this matter with our Legal department and their opinion is that the plans and specifications must be in conform- ance with all code requirements existing at the time of pennit issuance. They suggest that if the calculations and plans are not changed, we should cancel the permits as issued in error. MARTIN VENYAJ Building Official MO/gl cc: City Attorney Coneer Engineering, Earl Vossemkemper Robert Sowards of Thomas & Sowards Engineers THOMAS & SOWARDS ENGINEERING, INC. PLANNERS, ENGINEERS, ENVIRONMENTAL CONSULTANTS, LAND SURVEYORS P.O,BOX286, 215 SOUTH HWY. 101, SUITE101, SOLANA BEACH, CA 92075 (714) 481-6818 ROBERT SOWARDS * ' C O ^ . _ DAVID THOMAS LS 4759 RCE 26404 A ^ ^ ^ November 12, 1980 "^^n Martin Orenyak, Building Official City of Carlsbad 1200 Elm Avenue Carlsbad, CA 92008 RE: ALTA VERDE CONDOMINIUMS LOTS 6 & 7, MAP 6708 Dear Sirs: My firm has been retained by the owner of the above project located on LaCosta Avenue for structural design changes. I will therefore assume responsibility for the project from Coneer Engineering. If you have any questions, please don't hesitate to give me a call. Sincerely, THOMAS & SOWARDS ENGINEERING, INC. . .....^ Robert Sowards R.C.E. 26404 RS/pat cc: Mel Davis, owner Earl Vossemkemper, Coneer Engineering / LRCDStB EXECUTIVE OFFICES July 13, 19 82 Mr. Mel Davis " ' Trinathan, Inc. 2320 La: Costa Avenue . ; ; i - - P Carlsbad, CA 92008 --'^^-;^^^ • • Dear Mr. Davis: Since our meeting on the 9th of July, I have met with the . concemed management of La Costa Golf Course. I have been informed that the insurance company will not permit us to allow any access onto the Golf Course from private property. This becomes an "attractive nuisance," and makes those people illegally on the Golf Course vulner- able to injury. I am certain you can appreciate our position. I further learned that there are no immediate plans for stibstituting a pipe where the present open ditch exists. There would be no problem in your continuing your land- scaping up to the referred ditch. Thank you for your cooperation in this matter. Sincerely, LA COSTA HOTEL AND SPA J>uZ Irv Roston IR-blt cc: Dick Rudolph bcc: Tommy Jacobs JAMES A. HUTCHENS ATTOUNBY AT LAW 2550 FIFTH AVENUE - SUITE 1000 SAN DIEGO, CALIFOHNIA 92103 (711) 236-1366 October 20,1981 Mr. Vincent F. Biondo, Jr. 1200 Elm Avenue Carlsbad, California 92008 Re: Alta Verde Condominium Project Dear Mr. Biondo: ;P^ \%iA I am the attorney for Frederick 3. Meyer, AIA. Mr. Meyer was the architect who prepared plans for the 2^-unit condominium development, filed under Plan Check No. 79-618, and for which a building permit was issued. It has come to the attention of my client that drawings have been added to the file which bear the printed designation of my client, but which are not signed by him and do not represent his work. We therefore respectfully inform you that Mr. Meyer cannot be responsible for the content of these drawings, and we request that any and all drawings submitted for filing after October 15, 1981, not be used for any purposes that would be attributed to Mr. Meyer or his consultants. My client informs me that he has checked with Coneer Engineering, the engineering firm associated with him in the project, and that they did not participate in the preparation or filing of the subsequently added docu- ments above referred to. My client is obviously at a loss to understand who would be using his name, style and designation in this matter. We will obviously be of assistance to you should you desire to further investigate this apparent irregularity. Kindest personal regards, lames A. Hutchens 3AH/dc cc Frederick Meyer, AIA Mr. Martin Orenyak Protective Equity Trust No. 'f? Peter Gamer, Esq. Mr. Fred Schmidt Coneer Engineering RECEIVED OCT 2 1 1931 CITY OF CARLSBAD Building Department JAMES A, HUTCHENS ATTonNKY AT LAW 2S50 FOTR AVENUK - Sum 1000 SAN DISCO, CAUTOKNU. 82103 (714) 236-1366 October 20,1981 Mr. Vincent F. Biondo, 3r. 1200 Elm Avenue Carlsbad, Califomia 9200S Re: Alta Verde Condominium Project Dear Mr. Bicmdo: I am the attomey for Frederick J. Meyer, AIA. Mr. Meyer was the architect who prepared plans for the 2'Mjnit condominium development, filed under Plan Check No. 79-618, and for which a buiiding permit was issued. It has come to the attention of my client that drawings have been added to the file which bear the printed designation of my client, but which are not signed by him and do not represent his work. We therefore respectfully inform you that Mr. Meyer cannot be responsible for the content of these drawings, and we request that any and all drawings submitted for filing after October 15, 1981, not be used for any purposes that would be attributed to Mr. Meyer or his consultants. My client informs me that he has checked with Coneer Engineering, the engineering firm associated with him in the project, and that they did not participate in the preparation or filing of the subsequently added docu- ments above referred to. My client is obviously at a loss to understand who would be using his name, style and designation in this matter. We will obviously be of assistance to you should you desire to further investigate this apparent irregularity. Kindest perscmal regards, y .P/App... . y y-' 7 X (..^ 7A -" • ~- "Dames A. Hutchens ^ 3AH/dc ulZi,-^^ -^-^ • CC Frederick Meyer, AIA / / j, , r>o iA>€.- ^ ^ ^ Mr. Martin Orenyak (£X-I> ^ > N , Protective Equity Trust No. ^ , ,.\ erq— ^/C^hM-TtJ ^ Peter Gamer, Esq. 0£:€^Oe:^' ^;;e^1n\tnt?Lg A^U ARCHITECT 2 57-1140 (714) A I A 2 7 8-Z 2 a S 3611 5tb AVENUE, SAN DIEGO, CALIFORNIA 9: Mr. Martin Orenyak, Building Official 1200 Elm Avenue Carlsbad, CA 92008 April 27, 1981 Dear Mr. Orenyak: This letter Is in regards to our phone conversation last week pertaining to the fact that I am architect of record on the Alta Verde project, which has been filed under plan check number 79"*6l8. This letter is to note that as architect of record, I request that any drawings submitted to you which have the name of my firm on them shall not be approved with' out my written consent. This refers particularly to drawings that show amended changes to the structural and/or architectural features of this particular project. As of this time, there are transparency drawings with my signature on them that are not under my control. If tfiese are used for revisions, then the revision column on the drawings must have my signature and be dated to be valid. There is a space in the title block for revisions; this should be checked, for authenticity. To this date, as noted in this letter, I have not submitted modified drawings to the City since the building permit was issued, and as of this time I'm not aware that I will be submitting any modified drawings, now, or. in the near future. Your cooperation in this matter is highly appreciated. Sincerely yours. P.S. Would you please send me a letter indicating that^the present building Permit for this project is still valid with the understanding that the structural aspects of the design shall be brought up to the No. k Seiismic Zone standards. It is also my understanding that as of April 17^^— 1981,the 1979 UBC was adopted by the Carlsbad Building Department ^ which includes a provision th^t Seismic Zone A be used for Carlsbad for structural analysis. FJM:sb RECEIVED-.. 1931 CITY OF CARLSBAD Eullding Department 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 €itp of Carlsfbab TELEPHONE: (714) 729-1181 San Diego Gas & Electric Company P. O. Box 1831 San Diego, California 92120 . Attention: Subdivision Coordinator Gentlemen: SUBJECT: 24 UNIT CONDO 2320 La Costa Avenue LA COSTA AVENUE CARLSBAD TRACT 79-5 (ABC Condominiums) (Address) In accordance with Sections 301, 505 and {1301 or 1401) of the Uniform Building Code, this agency has determined that there are 14 buildings in subject project. For administrative ease, individual building per- mits will not be issued for each building. Instead, the 6 master building permits shown below have been issued to cover these group R1(APTS.) (Rl or R3) . occupancies. Permit No. NOT ISSUED Master Permit for Buildings. Permit No. . Master Permit for Buildings. WE CONCUR WITH THE ELECTRIC METER LOCATIONS SHOWN ON THE PLANS. ^- t- 8-1 '^"^o^c ^'^^ +V,v A "^"^^^^-^' •-'^ «.v^ '=^'^Wk.^. ^V;. I^^V "^^^^ \ t=2> Li^ sKZi^ Sw:- (J^nMeri, WILLIAM G. TADLOCK CONSTRUCTION MANAGEMENT 1565 H(LLSMONT DRIVE EL CAJON CA 92020 TELEPHONE 714 442-4050 ^7jf\A\Z_- UM. " ^Zl±^ --5 3=^ -PD.330 LpCasrA hoB. \^A^ ^"^K